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Total Daily Discharge report

         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1956
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      [   ]    [   ]    [   ]    [   ]    2.520#  60.83 " 525.4  "1802    " 170.1  " 112.0  "  70.37 "  12.10 #     1
           2      [   ]    [   ]    [   ]    [   ]    2.081$  51.75 " 784.6  "1723    " 163.6  "  91.78 "  67.46 "  12.03 #     2
           3      [   ]    [   ]    [   ]    [   ]    1.735$  52.00 # 959.6  "1363    " 148.1  "  80.25 "  60.82 "  12.00 #     3
           4      [   ]    [   ]    [   ]    [   ]    1.813$  61.70 "1105    "1132    " 118.2  "  70.21 "  53.40 #  11.87 #     4
           5      [   ]    [   ]    [   ]    [   ]    2.590#  63.90 " 951.0  " 935.8  " 181.0  "  61.96 "  44.81 #  22.61 #     5
           6      [   ]    [   ]    [   ]    [   ]    4.401#  71.61 " 699.9  " 812.8  " 319.2  "  56.19 "  37.58 #  34.68 #     6
           7      [   ]    [   ]    [   ]    [   ]    7.999#  66.86 " 640.5  " 684.0  " 312.7  "  50.27 #  32.56 #  23.80 #     7
           8      [   ]    [   ]    [   ]    [   ]   13.80 #  53.24 #1569    " 715.6  " 227.9  "  95.73 #  28.98 #  20.93 #     8
           9      [   ]    [   ]    [   ]    [   ]   16.04 #  49.75 #1641    " 792.4  " 174.0  " 565.4  "  25.00 #  18.31 #     9
          10      [   ]    [   ]    [   ]    [   ]   15.04 #  50.16 #1571    " 729.5  " 166.3  " 738.4  "  22.57 #  14.75 #    10
          11      [   ]    [   ]    [   ]    [   ]   13.99 #  87.35 "1587    " 657.5  " 140.1  " 467.5  "  20.38 #  12.23 #    11
          12      [   ]    [   ]    [   ]    [   ]   14.61 # 209.6  "1413    " 597.9  " 110.4  " 266.2  "  19.58 #  10.52 #    12
          13      [   ]    [   ]    [   ]    [   ]   18.77 # 251.7  "1113    " 567.3  "  94.04 " 311.4  "  17.80 #   9.392#    13
          14      [   ]    [   ]    [   ]    [   ]   24.37 # 302.2  " 857.9  " 509.3  "  82.69 " 357.0  "  18.20 #   8.830#    14
          15      [   ]    [   ]    [   ]    [   ]   34.10 # 286.4  " 701.5  " 470.3  "  72.99 " 292.3  "  44.53 #   8.028#    15
          16      [   ]    [   ]    [   ]    [   ]   42.74 # 258.1  " 575.2  " 404.7  "  66.31 " 228.2  "  38.23 #   7.382#    16
          17      [   ]    [   ]    [   ]    [   ]   48.49 # 215.8  " 475.0  " 347.0  " 101.6  " 173.0  "  32.93 #   7.161#    17
          18      [   ]    [   ]    [   ]    [   ]   45.13 # 147.3  " 445.6  " 314.4  "  90.61 " 140.7  "  29.03 #   7.053#    18
          19      [   ]    [   ]    [   ]    6.968#  34.87 # 100.6  " 398.3  " 281.7  "  75.02 " 129.0  "  22.88 #   7.160#    19
          20      [   ]    [   ]    [   ]    6.636#  28.06 #  79.63 " 322.2  " 244.9  "  67.61 " 107.6  "  19.23 #   6.926#    20
          21      [   ]    [   ]    [   ]    6.408#  25.41 #  80.74 " 275.3  " 264.3  "  72.97 "  88.46 "  18.07 #   6.360#    21
          22      [   ]    [   ]    [   ]    6.105#  22.63 # 101.3  " 266.0  " 271.0  "  77.45 "  71.97 "  16.63 #   5.748#    22
          23      [   ]    [   ]    [   ]    5.579#  22.50 #  93.89 " 367.5  " 238.6  "  71.19 "  64.07 "  14.82 #   5.134#    23
          24      [   ]    [   ]    [   ]    4.907#  20.88 #  82.19 " 670.7  " 199.3  " 117.9  " 121.5  "  13.24 #   4.680#    24
          25      [   ]    [   ]    [   ]    4.278#  20.56 # 135.1  " 783.1  " 164.5  " 257.0  " 238.0  "  12.50 #   4.325#    25
          26      [   ]    [   ]    [   ]    4.124#  23.78 # 725.9  # 776.9  " 190.8  " 324.2  " 238.3  "  11.80 #   3.999#    26
          27      [   ]    [   ]    [   ]    4.051#  34.59 # 911.2  " 671.9  " 221.3  " 279.5  " 177.1  "  10.91 #   3.735#    27
          28      [   ]    [   ]    [   ]    3.915#  32.18 # 661.6  " 752.0  " 180.2  " 204.3  " 109.3  "  10.67 #   3.563#    28
          29      [   ]    [   ]    [   ]    3.572#  36.48 # 524.8  "1191    " 166.9  " 170.1  "  93.83 "  10.65 #   3.364#    29
          30      [   ]             [   ]    2.941#  70.09 " 501.6  "1527    " 153.4  " 139.4  "  81.68 "  11.38 #   3.301#    30
          31      [   ]             [   ]            80.96 "         1836    " 140.1  "           71.91 "            3.271#    31

          Mean    [   ]    [   ]    [   ]    4.957#  24.62 $ 211.3  # 885.6  " 557.3  " 153.2  " 185.5  #  27.90 #  10.17 #
        Median    [   ]    [   ]    [   ]    4.593#  22.50 $  97.25 # 776.9  " 404.7  " 139.8  " 112.0  #  21.47 #   7.382#
       Maximum    [   ]    [   ]    [   ]    6.968#  80.96 $ 911.2  #1836    "1802    " 324.2  " 738.4  #  70.37 #  34.68 #
       Minimum    [   ]    [   ]    [   ]    2.941#   1.735$  49.75 # 266.0  " 140.1  "  66.31 "  50.27 #  10.65 #   3.271#
         Total    [   ]    [   ]    [   ]    59.48#  763.2 $ 6339   #27453   "17276   " 4596   " 5751   #  837.0 #  315.2 #
  Missing Days       31       29       31       18        0        0        0        0        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    246.7  $                " ... Relative Uncertainty +/-10%
 Ann. Median     80.25 $                # ... Relative Uncertainty +/-15%
Annual Total   63390   $                $ ... Relative Uncertainty +/-20%
Missing Days        109                 [ ... Not Available

                Maximum     Minimum
      Daily    1836    $      1.735$





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1957
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.091#   0.507&   0.295&   0.423&   3.719#   9.232# 995.1  " 313.2  " 777.1  "  39.60 #  21.48 #   1.854$     1
           2      2.870#   0.455&   0.295&   0.385&   3.260#   8.728# 881.3  " 333.4  " 736.8  "  35.15 #  18.15 #   1.735$     2
           3      2.793#   0.367&   0.301&   0.361&   2.745#   8.284# 885.2  " 296.5  " 621.1  "  31.44 #  15.60 #   1.556$     3
           4      2.633#   0.342&   0.295&   0.344&   2.486#   8.707# 790.9  " 238.5  " 539.2  "  41.17 #  13.27 #   1.434$     4
           5      2.633#   0.404&   0.292&   0.338&   2.223#  14.15 # 726.5  " 191.3  " 954.6  "  65.45 "  11.90 #   1.434$     5
           6      2.564#   0.409&   0.287&   0.331&   2.071#  15.98 # 585.5  " 222.4  "1026    "  64.14 "  11.44 #   1.434$     6
           7      2.271#   0.389&   0.800&   0.330&   3.823#  14.55 # 475.0  " 237.7  " 969.5  "  61.21 "  10.83 #   1.355$     7
           8      2.115#   0.370&   2.150$   0.378&   6.457#  12.53 # 364.9  " 243.6  " 807.3  "  48.05 #  10.10 #   1.319$     8
           9      1.995#   0.850&   1.692$   0.400&   7.577#  15.92 # 289.9  " 272.7  " 661.0  "  37.36 #   9.602#   1.289$     9
          10      1.852$   0.602&   1.508$   0.399&   6.603#  49.97 # 258.1  " 320.1  " 516.5  "  32.54 #   8.328#   1.375$    10
          11      1.610$   0.433&   1.298$   0.410&   5.471#  91.28 " 239.2  " 506.6  " 385.7  "  30.07 #   7.560#   1.319$    11
          12      1.456$   0.346&   1.245$   0.599&   4.981#  57.56 # 289.6  " 558.2  " 299.3  "  27.23 #   6.982#   1.244$    12
          13      1.364$   0.336&   1.311$   0.657$   5.071#  47.95 # 392.0  " 516.0  " 257.5  "  24.94 #   6.493#   1.190$    13
          14      1.282$   0.375&   1.256$   1.002$   5.658#  37.19 # 446.8  " 467.4  " 220.6  "  22.75 #   6.044#   1.107$    14
          15      1.272$   0.393&   1.169$   1.811$   9.730#  31.51 # 352.9  " 406.1  " 187.2  "  20.91 #   5.500#   1.035$    15
          16      1.091$   0.402&   1.037$   2.202#  14.15 #  36.91 # 279.8  " 319.8  " 153.2  "  18.85 #   5.138#   1.023$    16
          17      0.973$   0.343&   0.808$   1.735$  12.83 #  30.13 # 321.0  " 263.1  " 126.1  "  17.05 #   4.547#   1.023$    17
          18      0.965$   0.338&   0.990$   1.724$   9.996#  42.71 # 376.4  " 368.1  " 108.5  "  15.99 #   4.200#   1.023$    18
          19      0.945$   0.333&   1.527$   1.677$   8.496#  92.68 " 472.4  " 492.0  "  94.50 "  15.56 #   4.330#   1.023$    19
          20      0.867$   0.338&   1.364$   1.484$   6.959# 168.5  " 354.6  " 620.3  "  85.67 "  37.54 #   4.432#   1.023$    20
          21      0.871$   0.338&   1.262$   3.418$   5.780# 153.8  " 290.5  " 646.7  "  80.78 " 210.1  "   4.432#   1.023$    21
          22      0.855$   0.327&   1.132$   7.978#   5.275# 107.7  " 254.0  " 553.3  "  72.94 " 165.8  "   4.230#   1.023$    22
          23      0.810$   0.318&   0.881$   9.056#   6.835# 210.6  " 219.5  " 463.5  "  69.37 " 101.0  "   4.005#   0.971$    23
          24      0.721$   0.316&   0.792$   7.362#   7.839# 293.0  " 192.5  " 549.4  "  68.03 "  62.85 "   4.005#   0.976$    24
          25      0.666$   0.307&   0.799$   5.379#   7.476# 370.6  " 160.4  " 769.8  "  62.65 "  42.79 #   3.671#   0.831$    25
          26      0.487&   0.291&   0.712$   5.295#   6.345# 686.4  " 154.3  " 724.9  "  58.78 "  34.49 #   3.253#   0.475&    26
          27      0.381&   0.294&   0.611$   6.134#   7.138#1093    " 218.4  " 617.3  "  56.92 "  30.36 #   2.816#   0.419&    27
          28      0.399&   0.295&   0.555$   5.559#   9.578#1605    " 242.0  " 527.9  "  54.89 "  29.48 #   2.501#   0.435&    28
          29      0.379&            0.493&   4.798#   9.904#1472    " 223.1  " 795.7  "  50.99 #  23.26 #   2.213#   0.459&    29
          30      0.416&            0.467&   4.289#   8.708#1277    " 190.7  " 779.3  "  44.89 #  20.10 #   2.034#   0.457&    30
          31      0.464&            0.461&            8.840#          245.1  " 849.3  "           19.61 #            0.437&    31

          Mean    1.390&   0.386&   0.906&   2.542&   6.710# 268.8  # 392.5  " 466.6  " 338.3  #  46.03 #   7.303#   1.074&
        Median    1.091&   0.344&   0.808&   1.580&   6.603#  48.96 # 290.5  " 467.4  " 170.2  #  32.54 #   5.319#   1.023&
       Maximum    3.091&   0.850&   2.150&   9.056&  14.15 #1605    # 995.1  " 849.3  "1026    # 210.1  #  21.48 #   1.854&
       Minimum    0.379&   0.291&   0.287&   0.330&   2.071#   8.284# 154.3  " 191.3  "  44.89 #  15.56 #   2.034#   0.419&
         Total    43.09&   10.82&   28.09&   76.26&  208.0 # 8063   #12168   "14464   "10148   # 1427   #  219.1 #   33.30&

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    128.5  &                " ... Relative Uncertainty +/-10%
 Ann. Median      6.835&                # ... Relative Uncertainty +/-15%
Annual Total   46888   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    1605    &      0.287&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1958
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      0.401&   0.375&   0.288&   0.320&   3.089#   6.753#  18.61 # 612.2  $ 386.6  $ 271.6  $  28.80 $   5.558#     1
           2      0.386&   0.360&   0.282&   0.319&   2.775#   7.297#  52.84 # 498.0  $ 451.0  $ 228.9  $  24.24 $   5.110#     2
           3      0.366&   0.348&   0.279&   0.315&   2.565#  20.79 #  86.16 " 437.2  $ 409.9  $ 222.7  $  30.01 $   4.798#     3
           4      0.342&   0.341&   0.277&   0.335&   2.317# 107.1  "  64.83 " 446.3  $ 375.6  $ 398.0  $  34.42 $   4.461#     4
           5      0.339&   0.337&   0.273&   0.460&   2.113$  66.98 #  68.32 " 674.9  $ 343.8  " 816.4  $  27.68 $   4.177#     5
           6      0.334&   0.332&   0.271&   0.461&   2.313#  34.92 #  91.50 " 921.4  $ 294.8  " 638.4  $  25.21 $   3.728#     6
           7      0.328&   0.328&   0.270&   0.435&   4.501#  22.54 #  82.87 "1012    $ 244.4  " 477.2  $  24.18 $   3.520#     7
           8      0.320&   0.322&   0.269&   0.410&   5.841#  17.42 #  65.05 " 838.9  $ 328.7  " 322.3  $  25.03 $   4.070#     8
           9      0.316&   0.317&   0.268&   0.387&   5.681#  14.52 #  95.32 " 632.9  $ 815.5  " 263.6  $  24.43 $   3.683#     9
          10      0.306&   0.312&   0.267&   0.370&   5.614#  12.62 # 107.2  " 521.6  $ 970.4  " 216.6  $  23.60 $   3.429#    10
          11      0.303&   0.312&   0.265&   0.354&   5.407#  11.16 #  98.65 " 466.8  $ 829.8  " 195.4  $  23.41 $   3.164#    11
          12      0.298&   0.319&   0.262&   0.345&   5.121#  10.40 # 109.0  " 469.9  $ 678.8  " 209.0  $  28.67 $   2.956#    12
          13      0.294&   0.632&   0.259&   0.347&   5.747#   9.851# 117.9  " 502.1  $ 518.1  " 230.6  $  31.11 $   3.140#    13
          14      0.287&   0.554&   0.257&   0.365&   6.851#   9.418# 251.5  " 479.7  $ 414.1  $ 305.7  $  23.57 $   3.219#    14
          15      0.283&   0.460&   0.255&   0.365&   6.998#   8.858# 488.6  " 449.8  $ 352.5  $ 461.2  $  18.76 $   2.896#    15
          16      0.279&   0.399&   0.255&   0.365&   7.310#   8.384# 322.8  " 424.3  $ 477.1  $ 349.3  $  15.74 $   2.730#    16
          17      0.278&   0.348&   0.254&   0.381&   7.804#   8.153# 249.7  " 404.0  $ 407.3  $ 267.0  $  13.28 $   2.517#    17
          18      0.276&   0.336&   0.253&   0.509&   8.479#   9.085# 292.1  " 390.4  $ 324.6  $ 207.6  $  12.17 $   2.320#    18
          19      0.274&   0.327&   0.250&   0.600$   8.744#  12.22 # 723.0  " 375.3  $ 256.0  $ 156.0  $  11.75 $   2.319#    19
          20      0.273&   0.317&   0.250&   0.568$   8.174#  15.79 # 464.9  " 363.7  $ 221.4  $ 116.4  $  11.13 $   2.299#    20
          21      0.271&   0.311&   0.250&   0.535$  14.17 $  16.96 # 341.7  " 353.3  $ 204.9  $  90.25 $  10.55 #   2.769#    21
          22      0.268&   0.308&   0.250&   0.506&  34.19 $  17.35 # 528.0  " 363.7  $ 291.2  $  76.81 $   9.727#   3.906#    22
          23      0.267&   0.304&   0.241&   0.481&  59.06 $  17.44 # 838.7  $ 412.1  $ 965.8  $  65.15 "   8.893#   4.326#    23
          24      0.272&   0.301&   0.242&   0.461&  33.02 $  14.44 # 733.0  $ 424.4  $ 883.1  $  57.19 "   8.041#   4.543#    24
          25      0.307&   0.298&   0.257&   0.449&  18.66 $  12.18 # 685.3  $ 395.7  $ 548.8  $  52.34 "   7.318#   3.804#    25
          26      0.444&   0.296&   0.289&   0.558&  12.92 $  10.99 # 902.8  $ 374.3  $ 400.5  $  50.75 #   7.360#   3.114#    26
          27      0.490&   0.293&   0.315&   2.927$  10.27 $  11.05 # 909.1  $ 353.2  $ 322.1  $  44.98 #   7.464#   2.708#    27
          28      0.469&   0.291&   0.322&   3.823$   8.697#  12.68 # 997.7  $ 333.4  $ 262.4  $  39.99 #   7.135#   2.470#    28
          29      0.446&            0.324&   3.255$   7.372#  13.13 #1057    $ 315.7  $ 236.7  $  39.35 #   6.692#   2.421#    29
          30      0.423&            0.323&   3.083$   6.692#  12.89 # 796.4  $ 305.9  $ 307.7  $  41.40 #   6.028#   2.319#    30
          31      0.397&            0.321&            6.599#          728.1  $ 306.2  $           35.18 $            2.287#    31

          Mean    0.333&   0.349&   0.272&   0.803&  10.29 $  18.44 # 399.0  $ 479.3  $ 450.8  $ 224.1  $  17.88 $   3.379#
        Median    0.307&   0.325&   0.267&   0.442&   6.851$  12.65 # 292.1  $ 424.4  $ 381.1  $ 209.0  $  17.25 $   3.164#
       Maximum    0.490&   0.632&   0.324&   3.823&  59.06 $ 107.1  #1057    $1012    $ 970.4  $ 816.4  $  34.42 $   5.558#
       Minimum    0.267&   0.291&   0.241&   0.315&   2.113$   6.753#  18.61 $ 305.9  $ 204.9  $  35.18 $   6.028$   2.287#
         Total    10.34&    9.78&    8.44&   24.09&  319.1 $  553.3 #12368   $14860   $13523   $ 6947   $  536.4 $  104.8 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    135.0  &                " ... Relative Uncertainty +/-10%
 Ann. Median      8.384&                # ... Relative Uncertainty +/-15%
Annual Total   49265   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    1057    &      0.241&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1959
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.984$   0.331&   0.268&   0.266&   1.275$   3.365#   5.972#  38.98 #  22.88 #  78.70 "  30.45 #  24.07 #     1
           2      1.686$   0.329&   0.273&   0.278&   1.210$  15.31 #   6.115#  37.32 #  20.58 # 224.0  "  55.37 #  20.23 #     2
           3      1.566$   0.328&   0.270&   0.396&   1.096$  13.63 #   7.262#  38.31 #  18.42 # 131.6  "  88.83 "  23.75 #     3
           4      1.402$   0.327&   0.265&   0.511&   1.790$   8.106#   9.293#  45.17 #  17.21 #  97.95 "  73.05 "  26.48 #     4
           5      1.164$   0.325&   0.260&   0.407&   1.615$   6.470#   7.769#  41.00 #  16.93 #  96.85 "  58.00 "  21.75 #     5
           6      0.913$   0.325&   0.260&   0.347&   1.326$   7.979#   6.783#  35.12 #  16.32 # 129.0  "  44.20 #  19.94 #     6
           7      0.778$   0.328&   0.261&   0.330&   1.256$   8.099#   6.116#  39.44 #  14.88 # 241.4  "  35.68 #  17.61 #     7
           8      0.719$   0.338&   0.259&   0.327&   1.301$   7.233#   5.683#  37.79 #  13.87 # 285.9  "  29.19 #  15.47 #     8
           9      0.616$   0.392&   0.257&   0.335&   1.119$   6.332#   5.267#  50.31 #  13.12 # 202.2  "  24.18 #  13.76 #     9
          10      0.559$   0.420&   0.253&   0.363&   1.710$   5.418#   5.445#  63.87 "  12.81 # 177.3  "  20.38 #  13.20 #    10
          11      0.560$   0.643&   0.245&   0.578&   1.684$   4.587#   5.765#  91.47 "  32.22 # 151.8  "  18.18 #  12.22 #    11
          12      0.581$   0.661$   0.237&   2.527$   1.762$   4.088#   6.273# 128.0  "  84.23 " 118.0  "  17.03 #  10.88 #    12
          13      0.572$   0.548$   0.238&   2.893#   2.351#   3.708#   6.535#  75.20 " 310.1  "  94.32 "  15.72 #  10.88 #    13
          14      0.491&   0.516&   0.249&   2.284$   1.990#   3.686#   6.771#  56.61 # 440.5  "  72.88 "  14.19 #  20.82 #    14
          15      0.419&   0.500&   0.262&   4.404#   1.765$   3.652#   6.317#  43.03 # 227.2  "  59.32 "  12.96 #  16.75 #    15
          16      0.366&   0.489&   0.269&   2.617#   1.687$   3.545#   5.734#  32.88 # 274.9  "  51.71 "  12.28 #  13.56 #    16
          17      0.391&   0.472&   0.267&   1.922$   2.598#   7.789#   5.315#  26.59 # 785.9  "  48.41 #  11.69 #  12.28 #    17
          18      0.346&   0.445&   0.259&   1.415$   2.629#  18.96 #   6.657#  24.50 # 720.2  "  42.26 #  11.32 #  11.69 #    18
          19      0.513&   0.385&   0.254&   1.113$   2.505#  14.53 #   9.708# 217.5  # 356.8  "  37.10 #  11.26 #  10.88 #    19
          20      0.522&   0.329&   0.262&   0.919$   2.489#  12.20 #  16.23 # 169.5  " 257.2  "  32.74 #  10.88 #   9.562#    20
          21      0.438&   0.303&   0.265&   0.900$   2.866#  13.25 #  30.03 # 112.2  " 200.7  "  28.74 #  42.46 #   8.138#    21
          22      0.416&   0.285&   0.259&   0.848$   2.489#  13.27 #  33.29 #  91.65 " 168.5  "  38.29 # 324.4  "   7.193#    22
          23      0.424&   0.273&   0.262&   1.059$   1.785$  12.56 #  28.36 #  66.09 " 137.3  "  97.76 " 102.3  "   6.346#    23
          24      0.430&   0.274&   0.272&   1.332$   1.655$  13.78 #  29.04 #  53.93 " 108.1  "  84.55 "  52.95 #   5.656#    24
          25      0.392&   0.281&   0.270&   1.210$   1.428$  12.93 #  34.86 #  54.97 "  88.81 "  55.75 #  36.56 #   4.932#    25
          26      0.374&   0.280&   0.267&   1.178$   1.271$  10.03 #  44.12 #  47.55 #  84.57 "  47.85 #  28.46 #   4.594#    26
          27      0.359&   0.275&   0.266&   1.360$   1.298$   8.215#  27.63 #  38.96 #  87.14 "  68.29 "  30.79 #   4.331#    27
          28      0.347&   0.271&   0.273&   1.303$   1.547$   7.774#  19.88 #  32.86 #  67.41 "  64.99 "  53.27 #   4.287#    28
          29      0.341&            0.281&   1.441$   2.072$   7.256#  19.92 #  29.79 #  58.96 "  54.00 "  45.19 #   4.243#    29
          30      0.337&            0.279&   1.214$   1.917#   6.710#  18.42 #  30.50 #  54.21 "  46.82 #  30.40 #   5.317#    30
          31      0.334&            0.274&            1.980#           20.38 #  26.79 #           37.13 #            8.067#    31

          Mean    0.656&   0.381&   0.262&   1.203&   1.789$   8.815#  14.42 #  60.58 # 157.1  #  96.69 #  44.72 #  12.54 #
        Median    0.491&   0.329&   0.262&   1.086&   1.710$   7.884#   7.262#  43.03 #  84.40 #  72.88 #  30.43 #  11.69 #
       Maximum    1.984&   0.661&   0.281&   4.404&   2.866$  18.96 #  44.12 # 217.5  # 785.9  # 285.9  # 324.4  #  26.48 #
       Minimum    0.334&   0.271&   0.237&   0.266&   1.096$   3.365#   5.267#  24.50 #  12.81 #  28.74 #  10.88 #   4.243#
         Total   20.34 &  10.67 &   8.137&  36.08 &  55.47 $ 264.5  # 446.9  #1878    #4712    #2998    #1342    # 388.9  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     33.32 &                " ... Relative Uncertainty +/-10%
 Ann. Median      6.710&                # ... Relative Uncertainty +/-15%
Annual Total   12160   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     785.9  &      0.237&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1960
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     15.89 #   1.059$   0.600$   7.677#  15.91 #  88.62 " 383.6  "5099    " 332.8  " 195.5  "  15.98 #   7.083#     1
           2     21.00 #   0.975$   0.746$   6.322#  14.66 #  97.32 " 372.2  "3786    " 315.2  " 154.9  "  14.72 #   6.883#     2
           3     18.06 #   0.908$   0.897$   5.378#  18.23 #  78.71 " 355.1  "2779    " 254.5  " 158.3  "  13.70 #   6.995#     3
           4     13.13 #   0.855$   0.909$   4.577#  26.03 #  94.16 " 378.8  "2685    " 208.1  " 140.1  "  12.83 #   6.853#     4
           5      9.598#   0.853$   0.897$   4.179#  22.69 #  86.13 " 279.4  "2470    " 206.8  " 119.4  "  11.80 #   6.334#     5
           6      7.405#   0.778$   0.831$  10.04 #  15.88 #  71.64 " 222.1  "2250    " 581.5  " 108.4  "  11.42 #   5.845#     6
           7      6.863#   0.733$   0.722$  30.93 #  13.23 #  98.35 " 210.2  "1841    " 999.8  "  94.69 "  10.96 #   5.441#     7
           8     13.02 #   0.698$   0.755$  28.73 #  12.10 # 208.7  " 723.7  "1514    "1141    "  83.79 "  10.69 #   5.433#     8
           9     17.68 #   0.665$   0.845$  15.77 #  19.59 # 166.0  " 971.5  "1264    " 950.8  " 106.5  "  10.20 #   6.318#     9
          10     12.43 #   0.607$   0.778$  12.37 #  28.93 # 129.2  " 939.7  "1154    " 762.8  " 103.5  "   9.989#   7.604#    10
          11     10.13 #   0.534&   0.647$  11.54 #  26.46 #  97.24 " 823.9  "1050    " 650.4  "  89.89 "   9.798#   7.710#    11
          12      8.587#   0.504&   0.602$  11.16 #  21.30 #  91.97 "1091    " 918.7  " 565.8  "  76.17 "   9.526#   7.617#    12
          13      7.052#   0.483&   0.551&  11.28 #  17.60 #  82.82 "1060    " 771.7  " 492.8  "  64.74 "   9.223#   6.998#    13
          14      5.955#   0.474&   0.465&  11.19 #  15.12 # 301.4  " 975.5  " 653.1  " 438.7  "  57.77 "  10.68 #   6.188#    14
          15      5.116#   0.449&   0.455&  10.48 #  13.84 # 401.9  " 900.7  " 575.2  " 486.0  "  53.87 "  11.12 #   5.577#    15
          16      5.016#   0.429&   0.763$   9.197#  12.81 # 298.1  " 915.2  " 662.4  " 514.4  "  59.93 "  11.11 #   5.726#    16
          17      4.082#   0.382&   0.855$   8.146#  11.67 # 222.8  "1093    " 722.1  " 720.7  "  59.48 "  10.47 #   8.201#    17
          18      3.473#   0.342&   0.835$   7.325#  11.35 # 212.9  " 974.2  " 758.9  " 571.5  "  55.65 "   9.454#  10.04 #    18
          19      3.077#   0.367&   0.778$   6.659#  14.27 # 167.2  " 805.1  " 717.8  " 404.4  "  51.23 #   9.406#   9.577#    19
          20      2.720#   0.680&   0.778$   6.111#  16.54 # 120.3  "1286    " 677.3  " 304.6  "  44.56 #   9.256#   7.595#    20
          21      2.458#   0.843$   0.762$   5.545#  16.14 #  94.48 "2125    " 607.4  " 247.1  "  39.35 #   9.200#   5.910#    21
          22      2.130#   0.733$   0.660$   5.080#  19.27 #  81.22 "3319    " 574.5  " 234.4  "  35.32 #   8.979#   4.818#    22
          23      1.915#   0.653$   2.187$   4.737#  17.74 #  73.78 "2635    " 498.3  " 353.2  "  31.48 #   8.435#   3.929#    23
          24      1.864#   0.632$   4.704#   5.162#  17.60 #  73.73 "2398    " 517.2  " 485.9  "  28.22 #   8.222#   3.412#    24
          25      1.819$   0.626$   4.352#   7.386#  57.05 #  70.44 "2096    " 910.9  " 563.5  "  25.86 #   7.961#   3.172#    25
          26      1.898#   0.579$   3.302#   9.027# 144.0  "  66.81 "2009    " 901.0  " 565.3  "  22.80 #   7.536#   2.722#    26
          27      1.674$   0.549$   8.719#   7.763# 220.5  "  83.18 "2937    " 694.2  " 492.2  "  20.57 #   7.095#   2.265#    27
          28      1.544$   0.582$  22.76 #  12.92 # 358.4  " 176.6  "3895    " 535.4  " 406.0  "  19.28 #   6.895#   1.637$    28
          29      1.456$   0.597$  16.27 #  33.91 # 275.5  " 297.1  "5166    " 456.5  " 316.2  "  19.26 #   6.907#   1.463$    29
          30      1.334$           12.40 #  22.77 # 156.4  " 366.8  "5719    # 405.4  " 245.7  "  18.64 #   7.059#   1.661$    30
          31      1.207$            9.979#          106.6  "         6174    # 363.7  "           17.42 #            2.666#    31

          Mean    6.761$   0.640&   3.252&  11.11 #  56.04 # 150.0  "1717    #1252    " 493.7  "  69.57 #  10.02 #   5.602$
        Median    5.016$   0.626&   0.831&   8.586#  17.74 #  97.28 " 975.5  # 758.9  " 485.9  "  57.77 #   9.662#   5.910$
       Maximum   21.00 $   1.059&  22.76 &  33.91 # 358.4  # 401.9  "6174    #5099    "1141    " 195.5  #  15.98 #  10.04 $
       Minimum    1.207$   0.342&   0.455&   4.179#  11.35 #  66.81 " 210.2  # 363.7  " 206.8  "  17.42 #   6.895#   1.463$
         Total   209.6 $   18.57&  100.8 &  333.3 # 1737   # 4500   "53234   #38815   "14812   " 2157   #  300.6 #  173.7 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    318.0  &                " ... Relative Uncertainty +/-10%
 Ann. Median     15.94 &                # ... Relative Uncertainty +/-15%
Annual Total   116391  &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    6174    &      0.342&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1961
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.108#   1.502$   0.560$   2.705#  38.15 #  36.33 # 642.2  "2125    "1181    " 135.6  "  26.54 #   6.160#     1
           2      2.936#   0.876$   0.446&   2.596#  33.94 #  53.95 # 882.1  "1636    "1409    " 129.8  "  24.57 #   5.891#     2
           3      2.619#   0.709$   0.319&   5.761#  29.66 #  46.50 # 822.0  "1279    "1732    " 120.1  "  22.65 #   6.099#     3
           4      2.384#   0.598&   0.293&   5.638#  24.29 #  60.72 # 768.7  "1032    "2296    "  96.88 "  20.77 #   6.127#     4
           5      2.262#   0.463&   0.278&   4.748#  21.07 #  65.89 " 674.9  " 941.4  "2503    "  80.34 "  23.24 #   5.795#     5
           6      2.272#   0.482&   0.287&   3.666#  18.71 #  84.10 " 563.1  " 891.2  "2387    "  71.42 "  27.01 #   5.476#     6
           7      2.285#   0.522&   0.281&   2.782#  17.14 # 102.9  " 413.9  "1031    "1842    "  63.43 "  23.21 #   4.957#     7
           8      2.046#   0.604$   0.278&   2.273#  17.44 #  92.69 " 307.9  "1422    "1389    "  57.27 "  21.10 #   4.706#     8
           9      1.680$   0.552&   0.308&   2.468#  15.97 #  93.72 " 234.0  "1377    "1066    "  54.14 "  19.42 #   4.442#     9
          10      1.601$   0.465&   0.294&   3.745#  15.25 #  78.75 " 186.7  "1191    " 866.4  "  50.87 #  17.79 #   4.602#    10
          11      1.638$   0.452&   0.271&   6.234#  25.89 #  79.51 " 184.2  " 965.5  " 788.1  "  45.73 #  15.56 #   4.731#    11
          12      1.606$   0.414&   0.314&   6.305#  60.27 #  97.21 " 189.4  " 857.3  " 867.9  "  44.85 #  15.05 #   4.617#    12
          13      1.392$   0.382&   0.457&   5.363#  51.94 # 223.5  " 194.7  " 884.0  " 825.5  "  46.09 #  14.93 #   4.426#    13
          14      1.352$   0.344&   0.291&   5.367#  47.71 # 302.9  " 178.9  "1610    " 718.8  "  51.05 #  14.79 #   4.151#    14
          15      1.357$   0.310&   0.272&  29.73 #  43.42 # 333.7  " 172.0  "2078    " 589.6  "  49.75 #  13.77 #   6.070#    15
          16      1.368$   0.301&   0.267&  93.61 "  36.32 # 399.4  " 176.3  "2186    " 474.5  "  45.96 #  11.98 #  28.83 #    16
          17      1.269$   0.307&   0.275&  53.78 #  31.54 # 368.2  " 178.6  "1954    " 391.8  "  44.69 #  10.62 #  22.81 #    17
          18      1.138$   0.320&   0.297&  37.20 #  28.54 # 303.0  " 215.4  "1870    " 330.2  "  90.05 #   9.519#  15.74 #    18
          19      1.120$   1.265&   0.294&  22.54 #  24.39 # 233.5  "1365    "2007    " 310.0  " 328.1  "   9.279#  11.45 #    19
          20      1.114$   2.471$   0.278&  18.90 #  21.62 # 178.0  "3609    "2067    " 293.0  " 428.2  "  12.07 #   8.435#    20
          21      1.155$   3.436#   0.269& 126.2  #  20.68 # 138.6  "4144    "1877    " 275.6  " 375.2  "  22.54 #   6.863#    21
          22      1.121$   2.861#   0.380& 395.1  "  23.38 # 112.9  "3354    "1635    " 237.1  " 219.2  "  16.82 #   5.555#    22
          23      1.191$   2.368#   0.561& 305.3  "  26.92 #  91.28 "2793    "1312    " 197.1  " 127.2  "  13.52 #   4.621#    23
          24      1.048$   1.583$   0.413& 148.6  "  42.04 #  74.97 "3203    "1089    " 166.2  "  87.46 "  11.55 #   4.132#    24
          25      1.112$   1.241$   0.345& 105.3  "  45.45 #  64.69 "2881    " 993.0  " 138.7  "  70.51 "  10.30 #   3.354#    25
          26      8.793$   1.048$   0.330&  70.72 "  48.84 #  58.07 "2357    "1046    " 118.3  "  58.64 "   9.277#   2.960#    26
          27     12.19 #   0.649$   0.633&  69.39 "  47.12 #  59.77 "2582    " 944.5  " 102.4  "  48.52 #   8.679#   2.734#    27
          28      9.416#   0.557$   1.887$  71.07 "  41.60 # 285.8  "3102    " 837.7  "  90.48 "  41.47 #   7.812#   2.233#    28
          29      6.863#            4.808#  55.32 "  36.72 # 691.8  "4083    " 705.9  "  93.01 "  37.89 #   7.214#   1.923$    29
          30      5.263#            4.630#  50.02 #  33.07 # 533.0  "3621    " 621.1  " 128.3  "  34.30 #   6.666#   1.709$    30
          31      3.276#            3.798#           29.58 #         2723    " 797.5  "           30.19 #            1.672$    31

          Mean    2.838$   0.967&   0.788&  57.08 #  32.21 # 178.2  #1510    "1331    " 793.6  " 102.1  #  15.61 #   6.557$
        Median    1.638$   0.577&   0.308&  20.72 #  29.66 #  95.46 # 768.7  "1191    " 532.0  "  58.64 #  14.86 #   4.731$
       Maximum   12.19 $   3.436&   4.808& 395.1  #  60.27 # 691.8  #4144    "2186    "2503    " 428.2  #  27.01 #  28.83 $
       Minimum    1.048$   0.301&   0.267&   2.273#  15.25 #  36.33 # 172.0  " 621.1  "  90.48 "  30.19 #   6.666#   1.672$
         Total    87.97$   27.08&   24.42& 1712   #  998.7 # 5345   #46802   "41262   "23807   " 3165   #  468.3 #  203.3 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    339.5  &                " ... Relative Uncertainty +/-10%
 Ann. Median     29.66 &                # ... Relative Uncertainty +/-15%
Annual Total   123904  &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    4144    &      0.267&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1962
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.516$   0.290&   0.271&   0.548&   0.988$  16.60 #  68.03 " 944.9  "1579    " 243.3  "  83.61 "   2.596#     1
           2      1.501$   0.284&   0.269&   0.553&   0.751&  17.78 #  52.63 # 854.0  "1731    " 334.4  "  72.91 "   3.291#     2
           3      1.383$   0.331&   0.261&   0.561&   0.655&  13.93 #  42.85 # 714.0  "1834    " 593.1  "  65.47 "   3.692#     3
           4      1.120$   0.525&   0.243&   0.482&   0.669$  12.07 #  35.47 # 574.8  "1871    "1159    "  58.18 "   4.025#     4
           5      0.880$   0.437&   0.238&   0.554&   0.699&  10.60 #  29.72 # 692.2  "1484    "1491    "  50.01 #   4.786#     5
           6      0.758$   0.431&   0.250&   0.697$   0.682$   9.235#  26.30 # 819.2  "1158    "1408    "  46.76 #   5.074#     6
           7      0.755$   0.412&   0.258&   0.690$   0.667&   8.602#  24.51 # 678.7  " 894.6  "1176    "  35.90 #   5.804#     7
           8      0.703$   0.370&   0.270&   0.543&   0.669&   7.734#  23.78 # 512.7  " 695.5  " 980.5  "  42.42 #   6.246#     8
           9      0.686$   0.370&   0.271&   0.475&   0.666$   6.956#  22.14 # 421.1  " 569.7  " 817.5  "  56.13 "   6.883#     9
          10      0.684$   0.407&   0.256&   0.438&   0.576&   6.843#  23.65 # 372.4  " 480.1  " 654.6  "  63.11 "   7.474#    10
          11      0.684$   0.395&   0.267&   0.400&   0.511&   7.215#  58.42 # 932.7  " 421.4  " 517.5  "  70.11 "   7.190#    11
          12      0.684$   0.337&   0.283&   0.375&   0.668&  12.65 #  69.01 "1237    " 413.7  " 406.3  "  64.40 "   6.638#    12
          13      0.682$   0.291&   0.300&   0.331&   2.619$  37.67 #  59.62 " 988.4  " 392.5  " 324.8  "  43.72 #   6.116#    13
          14      0.617$   0.272&   0.303&   0.311&   4.869#  26.69 #  49.72 # 941.4  " 352.0  " 265.2  "  32.29 #   5.786#    14
          15      0.530&   0.258&   0.309&   0.301&   6.033#  17.99 #  42.12 # 843.7  " 298.4  " 224.7  "  24.96 #   5.664#    15
          16      0.408&   0.348&   1.378&   0.290&   4.976#  17.98 #  45.22 # 782.3  " 244.8  " 205.9  "  18.73 #   5.241#    16
          17      0.333&   0.756$   2.478#   0.299&   4.347#  19.89 #  49.38 # 865.6  " 202.3  " 180.3  "  15.53 #   5.121#    17
          18      0.391&   0.672$   2.702#   0.323&   3.667#  81.17 #  46.72 # 875.6  " 175.8  " 167.6  "  14.47 #   4.908#    18
          19      0.603$   0.696$   2.211#   0.338&   2.929#  81.61 " 138.0  # 718.1  " 154.7  " 162.1  "  13.96 #   4.379#    19
          20      0.510&   0.911$   1.626$   0.344&   4.104#  64.56 " 724.0  " 576.9  " 136.6  " 698.5  "  13.07 #   4.151#    20
          21      0.376&   0.585&   0.903$   0.370&   4.838#  56.78 " 552.6  " 462.2  " 133.5  "1111    "  11.41 #   4.246#    21
          22      0.325&   0.479&   0.644&   0.445&   4.708#  49.47 # 429.0  " 557.4  " 173.1  " 834.3  "   9.675#   3.995#    22
          23      0.333&   0.373&   0.606&   0.461&   4.637#  74.22 " 625.5  " 778.6  " 193.4  " 611.2  "   7.306#   4.400#    23
          24      0.393&   0.347&   0.498&   0.416&   3.555#  73.37 " 700.7  " 729.2  " 190.0  " 441.7  "   5.120#   4.294#    24
          25      0.365&   0.313&   0.477&   0.414&   3.031#  69.26 " 550.3  " 665.6  " 170.4  " 321.9  "   3.782#   4.264#    25
          26      0.329&   0.293&   0.516&   0.486&   4.005#  55.16 # 415.6  "1031    " 190.9  " 256.0  "   2.597#   4.121#    26
          27      0.301&   0.287&   0.527&   0.577&   4.164#  45.42 # 338.9  "2438    " 240.0  " 209.9  "   1.774$   4.155#    27
          28      0.288&   0.274&   0.476&   0.544&   4.021#  45.09 # 286.0  "3225    " 270.3  " 164.4  "   1.245$   3.727#    28
          29      0.282&            0.437&   0.672$   6.547#  79.54 " 247.7  "3467    " 253.9  " 136.4  "   1.302$   6.644#    29
          30      0.277&            0.433&   1.211$  13.87 #  75.03 " 359.4  "2704    " 225.4  " 117.0  "   1.755$   7.287#    30
          31      0.286&            0.513&           18.60 #          910.8  "2056    "           97.85 "            6.501#    31

          Mean    0.612&   0.419&   0.661&   0.482&   3.668&  36.70 # 227.3  #1079    " 571.0  " 526.2  "  31.06 $   5.119#
        Median    0.530&   0.370&   0.433&   0.453&   3.555&  23.29 #  59.62 # 819.2  " 284.3  " 334.4  "  21.85 $   4.908#
       Maximum    1.516&   0.911&   2.702&   1.211&  18.60 &  81.61 # 910.8  #3467    "1871    "1491    "  83.61 $   7.474#
       Minimum    0.277&   0.258&   0.238&   0.290&   0.511&   6.843#  22.14 # 372.4  " 133.5  "  97.85 "   1.245$   2.596#
         Total    18.98&   11.75&   20.48&   14.45&  113.7 & 1101   # 7048   #33461   "17130   "16313   "  931.7 $  158.7 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    209.1  &                " ... Relative Uncertainty +/-10%
 Ann. Median      6.644&                # ... Relative Uncertainty +/-15%
Annual Total   76323   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    3467    &      0.238&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1963
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      5.856#   8.030#   0.650$   0.518&   2.116# 226.2  " 407.7  " 783.2  " 950.6  " 253.1  " 169.4  "   6.054#     1
           2      5.185#   5.724#   0.615$   0.451&   2.237# 204.7  " 501.2  " 651.3  "1012    " 205.4  " 163.3  "   5.444#     2
           3      4.563#   4.245#   0.652$   0.429&   1.955# 180.3  " 888.1  " 573.6  "1181    " 167.6  " 142.4  "   4.951#     3
           4      4.144#   2.953#   0.666$   0.408&   1.794$ 158.3  " 765.6  " 582.6  "1226    " 140.4  " 104.3  "   4.807#     4
           5      3.664#   2.114#   0.690$   0.373&   1.752$ 186.4  " 949.9  " 558.9  "1108    " 126.3  "  85.12 "   4.938#     5
           6      3.236#   1.646$   1.283$   0.346&   4.382# 229.3  "1530    " 550.9  " 933.2  " 112.0  "  99.90 "   4.613#     6
           7      2.827#   1.269$   1.345$   0.636&   9.877# 251.0  "1374    " 547.3  " 764.6  "  99.77 "  88.24 "   4.353#     7
           8      2.495#   1.066$   1.132$   0.917$ 173.2  # 181.5  "1086    " 485.5  " 637.2  "  85.78 "  70.37 "   4.740#     8
           9      2.087#   1.268$   1.007$   0.790$1077    " 228.1  "1045    " 395.5  " 521.8  "  87.28 "  59.32 "   4.501#     9
          10      3.166#   1.465$   0.890$   0.710$1060    " 268.9  "1247    " 320.2  " 440.7  " 172.4  "  48.57 #   4.420#    10
          11      3.345#   1.405$   0.761$   1.008$1330    " 230.9  "1435    " 269.9  " 389.2  " 180.3  "  40.08 #   4.078#    11
          12      2.961#   1.474$   0.940$   2.990# 885.7  " 165.9  "1252    " 284.1  " 369.0  " 174.3  "  34.76 #   3.676#    12
          13      2.815#   1.365$   1.412$   3.259# 483.4  " 181.5  "1486    " 390.2  " 359.4  " 130.3  "  29.93 #   3.845#    13
          14      2.555#   1.268$   1.195$   3.506# 246.1  " 351.5  "1588    " 541.1  " 348.2  "  94.76 "  25.10 #   4.109#    14
          15      1.988$   1.095$   2.010$   3.039# 145.5  " 388.0  "1474    " 611.8  " 325.0  "  73.45 "  21.28 #   4.365#    15
          16      1.648$   0.919$   3.905#   1.986$ 101.4  " 302.8  "1179    " 596.8  " 301.9  "  63.91 "  18.37 #   4.261#    16
          17      1.416$   1.249$   4.642#   1.587$  77.49 " 251.5  "1021    " 657.2  " 332.9  " 139.2  "  16.37 #   4.177#    17
          18      1.298$   2.859#   4.140#   1.256$  66.82 " 208.3  "1684    "1332    " 603.8  " 152.8  "  14.69 #   3.656#    18
          19      1.198$   1.489$   2.673#   0.956$  59.75 " 171.7  "2549    "1763    "2442    " 142.6  "  13.68 #   3.712#    19
          20      1.044$   1.210$   1.891$   0.784$  56.25 " 134.1  "3081    "1835    "2861    " 114.6  "  12.99 #   3.671#    20
          21      0.842$   1.159$   1.452$   0.778$  51.89 # 106.4  "2585    "1702    "2866    "  85.69 "  12.87 #   3.435#    21
          22      0.700$   0.991$   1.166$   1.015$  46.23 # 101.7  "2015    "2371    "2283    "  72.21 "  13.42 #   3.690#    22
          23      0.607$   0.872$   0.939$   3.637$  47.39 #  98.31 "1558    "3580    "1684    "  61.99 "  13.31 #   3.947#    23
          24      0.514&   0.807$   0.843$   6.970#  57.52 #  93.05 "1202    "6005    #1327    "  55.74 "  12.36 #   3.828#    24
          25      0.529&   0.787$   0.725$   6.590# 125.8  "  98.75 "1068    "6223    #1079    "  51.35 #  10.95 #   3.958#    25
          26      0.586$   0.793$   0.639$   5.730# 168.5  " 103.1  "1232    "5035    " 835.6  "  45.69 #   9.531#   3.870#    26
          27      1.136$   0.739$   0.581$   4.556# 148.8  " 127.9  "1497    "3574    " 643.2  "  40.68 #   8.610#   3.707#    27
          28      1.258$   0.688$   0.552$   3.687# 108.6  " 154.7  "1654    "2583    " 496.6  "  36.31 #   8.061#   3.652#    28
          29      0.901$            0.559$   2.951#  84.50 " 469.4  "1483    "1897    " 388.3  "  32.63 #   7.345#   3.698#    29
          30      9.675$            0.551$   2.497#  76.37 " 506.0  "1233    "1437    " 311.3  "  30.89 #   6.746#   3.726#    30
          31      9.871#            0.575$          134.0  "          982.0  "1133    "           61.96 #            3.601#    31

          Mean    2.713&   1.820$   1.325$   2.145& 220.5  $ 212.0  "1389    "1589    # 967.4  " 106.2  #  45.38 #   4.177#
        Median    2.087&   1.268$   0.939$   1.135&  77.49 $ 184.0  "1252    " 657.2  # 703.9  "  94.76 #  19.82 #   3.958#
       Maximum    9.871&   8.030$   4.642$   6.970&1330    $ 506.0  "3081    "6223    #2866    " 253.1  # 169.4  #   6.054#
       Minimum    0.514&   0.688$   0.551$   0.346&   1.752$  93.05 " 407.7  " 269.9  # 301.9  "  30.89 #   6.746#   3.435#
         Total    84.11&   50.95$   41.08$   64.36& 6837   $ 6361   "43052   "49270   #29022   " 3291   # 1361   #  129.5 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    382.4  &                " ... Relative Uncertainty +/-10%
 Ann. Median     45.69 &                # ... Relative Uncertainty +/-15%
Annual Total   139564  &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    6223    &      0.346&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1964
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.246#   3.733#   2.086#   1.823$   5.900#   6.731# 156.2  "2240    " 454.2  " 374.3  " 279.6  "  40.12 #     1
           2      3.482#   3.586#   1.782$   4.026#   6.143#   6.188# 178.3  "1955    " 502.1  " 627.0  " 238.3  "  36.20 #     2
           3      3.700#   3.181#   1.950$   6.888#   5.622#   5.899# 117.7  "3164    " 637.3  " 759.1  " 187.7  "  32.49 #     3
           4      3.655#   2.940#   2.448#   6.869#   6.788#   5.794#  87.87 "6696    # 661.3  "1089    " 140.8  "  28.05 #     4
           5      3.153#   2.529#   1.865$   5.887#   8.225#   5.701# 103.6  "8985    & 599.3  "3761    " 113.0  "  24.37 #     5
           6      2.800#   2.386#   1.610$   5.456#   8.629#   5.697# 115.6  "8467    & 537.4  "4260    "  94.14 "  21.45 #     6
           7      2.892#   2.153#   1.895$   4.856#  12.93 #   5.990# 178.3  "5868    & 468.1  "2973    "  80.19 "  18.86 #     7
           8      2.753#   2.001#   2.179#   4.340#  11.51 #   6.818# 337.5  "3679    & 433.4  "2059    "  70.67 "  17.27 #     8
           9      2.406#   1.958#   1.826$   3.821#   8.721#   7.916# 396.8  "2681    # 377.0  "2690    "  62.25 "  16.04 #     9
          10      2.196#   1.517$   1.610$   3.387#   7.630#   8.475# 448.8  "2066    # 307.5  "3171    "  56.94 "  14.75 #    10
          11      2.204#   1.319$   1.479$   3.246#   6.770#   9.443#1582    "1607    " 253.3  "3091    "  52.51 "  14.06 #    11
          12      2.260#   1.304$   1.376$   3.687#   6.127#  10.86 #2372    "1409    " 214.6  "2414    "  47.68 #  13.88 #    12
          13      3.063#   1.490$   1.185$   4.023#   5.718#  12.66 #2634    "1625    " 187.1  "1758    "  42.40 #  13.83 #    13
          14      2.633#   1.826$   1.177$   3.648#   5.528#  13.98 #2401    "2621    " 166.7  "1370    "  39.28 #  13.39 #    14
          15      1.937#   1.708$   1.176$   3.330#   5.259#  16.11 #2098    "2998    " 197.1  "1083    "  37.85 #  12.53 #    15
          16      1.867#   1.511$   1.117$   3.394#   4.963#  15.07 #1786    "2706    " 218.2  " 857.4  "  35.28 #  11.95 #    16
          17      1.867#   1.434$   1.067$   3.644#   4.616#  18.85 #1502    "1968    " 198.7  " 695.1  "  32.43 #  11.66 #    17
          18      1.867#   1.434$   1.016$   3.481#   4.588#  53.71 #1653    "1480    " 164.8  " 569.9  "  29.83 #  12.68 #    18
          19      1.823#   1.465$   1.023$   3.331#   4.855#  47.83 #2156    "1244    " 150.1  " 461.8  "  27.71 #  18.09 #    19
          20      1.813$   1.481$   1.049$   3.097#   4.885#  34.41 #2090    "1030    " 154.9  " 377.9  "  25.77 #  29.26 #    20
          21      1.775$   1.508$   1.275$   3.171#   4.935#  51.36 #1777    " 890.3  " 209.4  " 540.1  "  23.42 #  27.39 #    21
          22      1.942$   1.306$   1.410$   3.453#   5.255# 122.3  "1625    " 783.1  " 343.3  " 636.3  "  22.26 #  20.11 #    22
          23      1.795$   1.084$   1.320$   4.198#   5.503# 135.7  "1658    " 693.5  " 350.0  " 588.7  "  22.22 #  21.47 #    23
          24      1.682$   1.093$   1.131$   5.054#   5.830# 117.7  "1809    " 651.7  " 318.3  " 468.7  "  21.84 #  18.65 #    24
          25      1.682$   1.573$   1.058$   5.500#   5.958# 107.4  "1615    " 666.0  " 300.1  " 368.2  "  19.88 #  15.54 #    25
          26      1.656$   1.538$   1.053$   5.658#   5.986# 101.0  "1289    " 649.6  " 295.6  " 304.9  "  18.67 #  13.45 #    26
          27      1.565$   1.561$   1.121$   5.179#   6.209# 114.1  "1437    " 627.2  " 245.9  " 249.1  "  17.45 #  12.04 #    27
          28      1.493$   2.030$   1.282$   4.681#   6.597# 120.0  "1615    " 604.1  " 233.9  " 283.4  "  16.49 #  10.80 #    28
          29      1.630$   2.405#   1.308$   4.545#   6.895# 109.2  "1794    " 559.7  " 230.9  " 355.9  "  24.16 #  10.06 #    29
          30      7.884#            1.315$   4.416#   7.430#  98.17 "1969    " 509.3  " 233.6  " 360.6  "  45.84 #   9.043#    30
          31      5.029#            1.283$            7.492#         2386    " 472.3  "          314.5  "            8.516#    31

          Mean    2.573$   1.898$   1.435$   4.270$   6.564#  45.84 #1334    "2310    & 321.5  "1255    "  64.22 #  18.32 #
        Median    2.196$   1.561$   1.308$   4.025$   5.986#  15.59 #1615    "1607    & 274.5  " 636.3  "  38.57 #  15.54 #
       Maximum    7.884$   3.733$   2.448$   6.888$  12.93 # 135.7  #2634    "8985    & 661.3  "4260    " 279.6  #  40.12 #
       Minimum    1.493$   1.084$   1.016$   1.823$   4.588#   5.697#  87.87 " 472.3  & 150.1  " 249.1  "  16.49 #   8.516#
         Total    79.75$   55.05$   44.47$  128.1 $  203.5 # 1375   #41369   "71596   & 9644   "38911   " 1927   #  568.0 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    453.3  &                " ... Relative Uncertainty +/-10%
 Ann. Median     15.79 &                # ... Relative Uncertainty +/-15%
Annual Total   165901  &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    8985    &      1.016&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1965
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      8.062#   5.217#   1.623$   6.821#   7.501# 122.0  " 445.9  " 153.9  "1054    " 169.7  "1246    " 701.0  "     1
           2      7.463#   6.145#   1.552$   6.212#   6.914# 163.6  " 541.9  " 150.4  " 924.9  " 130.5  "1910    " 960.3  "     2
           3      6.799#   5.500#   1.710$   5.991#   6.636#  95.95 " 529.5  " 211.4  " 827.5  " 101.4  "1607    "1066    "     3
           4      6.255#   5.053#   1.702$   5.712#   6.767#  71.58 " 470.5  " 184.1  " 898.7  "  85.68 "1686    " 892.1  "     4
           5      5.682#   4.820#   1.713$   5.324#   7.903#  79.09 " 449.4  " 162.8  "1000    " 103.1  "2916    " 702.0  "     5
           6      5.302#   4.613#   1.695$   4.846#  10.49 # 108.2  " 349.0  " 130.6  " 811.2  "2651    "3791    " 434.6  "     6
           7      4.981#   4.296#   1.581$   4.533#  12.67 # 105.0  " 298.7  " 110.9  " 662.1  "5874    "2850    " 294.4  "     7
           8      4.702#   4.030#   1.574$   4.487#  14.15 #  96.83 " 292.0  "  95.31 " 533.4  "5607    "1976    " 210.3  "     8
           9      4.923#   3.810#   1.555$   4.519#  24.56 #  99.03 " 303.9  "  83.64 " 431.6  "4059    "1646    " 156.6  "     9
          10      4.761#   3.511#   1.567$   4.275#  34.06 #  90.58 " 325.6  "  83.23 " 370.2  "2711    "1387    " 122.4  "    10
          11      4.655#   3.774#   1.562$   4.303#  24.03 #  75.57 " 412.3  " 168.6  " 308.1  "1969    "1134    "  95.63 "    11
          12      4.599#   3.768#   1.460$   4.860#  19.46 #  67.17 " 495.1  " 327.4  " 252.5  "1405    " 807.3  "  74.39 "    12
          13      6.489#   3.869#   1.386$   5.656#  17.81 #  72.83 " 467.0  " 425.3  " 292.5  "1097    " 576.2  "  61.53 "    13
          14     11.94 #   3.994#   1.346$   6.034#  16.42 #  93.29 " 371.5  " 578.7  " 732.5  " 932.6  " 429.0  "  53.37 #    14
          15      9.904#   4.005#   1.319$   6.513#  14.77 #  66.42 " 300.0  " 638.8  " 990.7  " 775.1  " 339.8  "  44.10 #    15
          16     10.16 #   3.899#   1.430$   7.018#  13.63 #  68.18 " 268.5  " 469.3  "1225    " 616.7  " 294.3  "  36.18 #    16
          17      9.619#   3.726#   1.684$   7.072#  12.90 #  96.38 " 229.6  " 378.7  "1075    " 476.1  " 251.2  "  31.06 #    17
          18      8.639#   3.714#   1.676$   6.916#  12.06 #  85.85 " 195.3  " 388.5  " 886.2  " 354.3  " 211.2  "  30.09 #    18
          19      7.659#   3.551#   1.556$   7.489#  11.30 #  70.34 " 182.3  " 406.6  " 680.2  " 265.6  " 170.8  "  28.09 #    19
          20      6.737#   3.472#   1.548$   7.444#  10.66 #  66.70 " 192.2  " 374.2  " 598.0  " 205.5  " 139.1  "  40.65 #    20
          21      6.236#   3.302#   1.505$   7.228#   9.242#  66.93 " 192.2  " 419.5  " 546.1  " 261.0  " 113.3  "  55.18 "    21
          22      5.756#   2.761#   1.474$   7.000#   9.214#  57.80 " 177.6  " 614.3  " 459.6  " 564.0  "  95.10 "  47.31 #    22
          23      5.058#   1.942#   1.474$   6.851#   9.438#  52.81 " 154.1  " 836.0  " 359.9  " 777.9  "  84.39 "  41.15 #    23
          24      4.730#   1.939#   1.468$   6.704#   9.796#  53.00 " 134.7  "1036    " 301.2  "1020    "  71.61 "  38.70 #    24
          25      4.508#   1.814#   2.346$   6.552#   9.593#  54.37 " 125.7  " 993.2  " 275.5  " 875.2  "  63.77 "  33.75 #    25
          26      4.462#   1.791$  49.41 #   7.308#  12.65 #  52.29 " 127.8  " 970.7  " 313.6  " 745.2  "  59.31 "  38.30 #    26
          27      4.791#   1.675$  29.79 #   6.956#  17.24 #  72.63 " 125.5  " 800.7  " 342.0  " 497.0  "  63.94 " 140.6  "    27
          28      4.870#   1.639$  18.11 #   6.966#  19.65 # 113.3  " 121.8  " 645.2  " 340.9  " 347.8  "  99.67 "  78.74 "    28
          29      4.731#           13.02 #   7.721#  21.51 # 257.9  " 106.0  " 491.7  " 295.6  " 240.4  " 200.6  "  49.79 #    29
          30      4.717#            9.674#   7.939#  44.38 # 353.4  "  92.75 " 534.0  " 225.0  " 165.4  " 220.6  "  47.53 #    30
          31      4.541#            7.963#           59.74 "           94.10 " 880.4  "          645.9  "           37.78 #    31

          Mean    6.250#   3.630$   5.402$   6.242#  16.36 #  97.64 " 276.5  " 443.3  " 600.4  "1153    " 881.3  " 214.3  #
        Median    5.302#   3.771$   1.574$   6.628#  12.67 #  77.33 " 268.5  " 406.6  " 539.7  " 616.7  " 317.0  "  55.18 #
       Maximum   11.94 #   6.145$  49.41 $   7.939#  59.74 # 353.4  " 541.9  "1036    "1225    "5874    "3791    "1066    #
       Minimum    4.462#   1.639$   1.319$   4.275#   6.636#  52.29 "  92.75 "  83.23 " 225.0  "  85.68 "  59.31 "  28.09 #
         Total   193.7 #  101.6 $  167.5 $  187.2 #  507.1 # 2929   " 8572   "13744   "18013   "35730   "26440   " 6644   #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    310.2  $                " ... Relative Uncertainty +/-10%
 Ann. Median     71.58 $                # ... Relative Uncertainty +/-15%
Annual Total   113229  $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    5874    $      1.319$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1966
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     31.18 #   3.745#   2.930#   3.144#  10.04 #  20.18 # 240.7  " 431.5  " 727.8  " 395.9  " 351.6  "  22.19 #     1
           2     29.12 #   3.727#   2.534#   3.487#  11.44 #  18.91 # 196.0  " 450.0  " 648.6  " 291.6  " 270.0  "  16.33 #     2
           3     30.79 #   3.776#   3.837#   3.902#  14.61 #  25.63 # 324.8  " 687.5  " 484.9  " 227.7  " 200.3  "  13.84 #     3
           4     31.83 #   3.787#   3.200#   4.065#  14.71 #  27.87 # 384.3  " 770.4  " 366.8  " 182.4  " 150.0  "  12.24 #     4
           5     26.89 #   3.449#   2.710#   4.234#  12.41 #  26.87 # 356.7  " 491.1  " 315.8  " 139.6  " 124.1  "  11.48 #     5
           6     21.22 #   3.257#   2.732#   4.287#  11.99 #  46.51 # 297.0  " 352.1  " 377.5  " 107.7  " 101.0  "  10.61 #     6
           7     17.57 #   2.993#   2.582#   4.279#  14.32 #  47.62 # 239.7  " 282.7  " 400.6  "  91.94 " 170.9  "   9.811#     7
           8     15.19 #   2.980#   3.090#   4.184#  13.10 #  43.74 # 210.3  " 370.2  " 374.8  "  84.72 " 233.0  "   9.370#     8
           9     13.37 #   2.813#   3.156#   3.943#  12.70 #  46.36 # 185.0  " 586.9  " 350.9  " 140.7  " 175.9  "   9.595#     9
          10     12.09 #   2.934#   3.219#   4.132#  13.02 #  37.25 # 148.9  " 530.0  " 576.2  " 419.2  " 130.3  "  10.12 #    10
          11     11.19 #   2.973#   4.105#   4.702#  13.81 #  31.82 # 125.4  " 423.0  " 696.9  " 815.0  "  86.26 "  10.06 #    11
          12     10.27 #   3.242#   4.197#   9.414#  11.93 #  32.00 # 114.6  " 342.8  " 464.2  " 580.3  "  65.73 "  10.22 #    12
          13      9.227#   5.138#   4.333#  10.14 #  10.61 #  48.59 # 115.1  " 278.0  " 599.8  " 366.8  "  54.99 "  10.31 #    13
          14      8.793#   5.001#   4.781#   8.226#   9.523#  50.86 # 194.7  " 227.8  "1975    " 335.6  "  46.94 #   9.942#    14
          15      8.524#   4.643#   4.739#   7.056#   9.169#  47.80 # 279.0  " 187.8  "1916    " 292.9  "  40.64 #   9.131#    15
          16      8.274#   4.430#   4.484#   6.233#   9.968#  39.61 # 243.8  " 166.3  "1192    " 225.8  "  35.67 #   8.356#    16
          17      8.065#   4.221#   4.245#   5.688#  14.91 #  49.74 # 367.0  " 195.7  " 977.3  " 158.4  "  31.16 #   7.794#    17
          18      7.870#   4.006#   4.137#   5.295#  17.29 #  55.52 " 501.5  " 205.1  "1056    " 121.9  "  26.96 #   7.338#    18
          19      7.072#   3.499#   3.837#   5.383#  17.93 #  49.52 # 557.6  " 190.1  "1774    "  95.78 "  24.92 #   7.161#    19
          20      6.667#   3.092#   3.530#   8.849#  17.21 #  43.45 # 617.6  " 179.1  "1893    "  79.05 "  23.21 #   7.121#    20
          21      6.539#   3.136#   3.340#  10.56 #  14.01 #  41.95 # 806.8  " 161.8  "1386    "  75.34 "  21.38 #   6.983#    21
          22      6.294#   2.959#   3.113#   8.648#  12.37 # 187.2  " 766.4  " 136.5  "1122    "  90.05 "  21.23 #   6.985#    22
          23      6.160#   3.097#   2.893#   7.196#  11.02 # 133.9  " 809.5  " 117.3  " 939.2  " 406.4  "  22.88 #   8.344#    23
          24      6.364#   3.552#   2.874#   6.563#  10.12 # 103.3  " 986.7  " 113.6  " 743.5  "1471    "  20.78 #  10.10 #    24
          25      6.093#   3.467#   2.717#   6.083#   9.000# 348.0  " 770.8  " 149.1  " 594.8  "1112    "  18.58 #   9.882#    25
          26      5.745#   3.250#   2.327#   6.706#   7.783# 460.1  " 596.8  " 183.4  " 478.9  " 809.5  "  18.34 #   8.767#    26
          27      5.272#   3.074#   2.545#  15.92 #   7.278# 362.4  " 477.8  " 178.9  " 402.4  " 647.0  "  18.64 #  10.09 #    27
          28      5.098#   3.012#   2.398#  17.63 #   7.950# 334.3  " 383.1  " 371.5  " 449.0  " 562.2  "  17.12 #  11.77 #    28
          29      4.602#            2.233#  12.97 #  12.98 # 274.6  " 292.7  " 828.7  " 533.9  " 476.3  "  21.41 #  12.03 #    29
          30      4.122#            2.868#  10.71 #  27.73 # 258.6  " 248.1  " 945.1  " 461.2  " 510.7  "  28.64 #  10.68 #    30
          31      3.839#            3.156#           24.59 #          299.9  " 728.0  "          441.0  "            9.288#    31

          Mean   12.11 #   3.545#   3.317#   7.121#  13.08 # 109.8  # 391.6  " 363.3  " 809.3  " 379.2  "  85.08 #  10.26 #
        Median    8.274#   3.353#   3.156#   6.158#  12.41 #  47.71 # 299.9  " 282.7  " 597.3  " 292.9  "  38.15 #   9.942#
       Maximum   31.83 #   5.138#   4.781#  17.63 #  27.73 # 460.1  # 986.7  " 945.1  "1975    "1471    " 351.6  #  22.19 #
       Minimum    3.839#   2.813#   2.233#   3.144#   7.278#  18.91 # 114.6  " 113.6  " 315.8  "  75.34 "  17.12 #   6.983#
         Total   375.3 #   99.26#  102.8 #  213.6 #  405.5 # 3294   #12138   "11262   "24280   "11755   " 2553   #  317.9 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    183.0  #                " ... Relative Uncertainty +/-10%
 Ann. Median     21.38 #                # ... Relative Uncertainty +/-15%
Annual Total   66795   #

                Maximum     Minimum
      Daily    1975    #      2.233#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1967
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      8.236#   1.837$   1.888#   1.710$   5.529#  36.70 # 724.2  "2696    "1335    " 108.0  "  26.85 #   8.097#     1
           2      7.532#   1.740$   1.854#   1.663$   5.650#  31.50 # 712.6  "2238    "1499    "  98.38 "  29.27 #   7.899#     2
           3      6.705#   1.801$   1.795$   2.021$   6.035#  37.61 # 605.5  "2336    "1985    "  93.76 "  35.54 #   7.619#     3
           4      6.255#   1.766$   2.633#   3.456#   5.746#  33.59 # 560.6  "1997    "1960    " 243.8  "  34.75 #   7.012#     4
           5      6.860#   1.611$   2.892#   3.830#   5.765#  29.85 # 507.6  "1764    "1847    " 842.6  "  28.68 #   6.501#     5
           6      6.757#   1.514$   2.849#   3.856#   5.806#  39.71 # 559.8  "1475    "1538    " 961.0  "  26.78 #   6.046#     6
           7      6.401#   1.514$   2.698#   3.513#   5.680#  49.14 # 590.3  "1210    "1180    "1090    "  24.87 #   5.918#     7
           8      5.797#   1.467$   2.698#   2.921#   5.704#  48.59 # 672.3  "1152    " 955.3  "1076    "  22.13 #   6.263#     8
           9      5.335#   1.395$   2.698#   2.283$   6.535#  71.55 " 614.4  "1820    " 804.2  " 886.3  "  18.56 #   7.702#     9
          10      5.089#   1.395$   2.656#   2.004$  14.55 #  56.45 " 710.6  "2085    " 678.0  " 693.2  "  15.79 #   8.421#    10
          11      4.686#   1.491$   2.590#   2.909#  21.94 #  61.28 " 821.8  "2158    " 571.5  " 560.1  "  14.05 #   9.359#    11
          12      4.505#   1.590$   2.456#   5.047#  21.55 # 167.9  " 707.8  "2400    " 462.6  " 450.2  "  13.16 #  10.56 #    12
          13      4.339#   1.714$   2.442#   6.824#  18.60 # 270.4  " 804.2  "2059    " 427.3  " 368.1  "  12.99 #   9.912#    13
          14      4.334#   1.721$   2.659#   6.619#  14.63 # 237.4  " 813.5  "1620    " 364.4  " 290.2  "  12.99 #   8.468#    14
          15      4.175#   1.652$   8.771#   6.639#  11.69 # 230.6  "2206    "1293    " 316.9  " 222.5  "  13.33 #   7.591#    15
          16      3.919#   1.639$  11.58 #   5.394#  10.13 # 249.7  "3081    "1748    " 286.6  " 170.7  "  15.97 #   6.796#    16
          17      3.689#   1.786$  10.33 #   4.796#  33.18 # 215.4  "3938    "1963    " 274.0  " 132.2  "  18.77 #   6.317#    17
          18      3.253#   3.163#   7.887#   4.217#  46.23 # 150.6  "3594    "2286    " 254.5  " 107.3  "  18.08 #   5.865#    18
          19      3.223#   3.259#   6.272#   3.854#  24.72 # 114.0  "2861    "2349    " 241.7  "  87.63 "  16.79 #   5.489#    19
          20      3.012#   3.089#   5.269#   3.715#  17.75 # 115.4  "3863    "1960    " 207.9  "  73.90 "  15.56 #   5.133#    20
          21      2.898#   3.447#   4.821#   3.460#  14.23 # 113.4  "2855    "2503    " 186.6  "  65.89 "  14.33 #   4.851#    21
          22      2.906#   3.581#   4.597#   3.973#  12.41 # 143.0  "2478    "2829    " 190.4  "  58.94 "  13.63 #   4.537#    22
          23      2.726#   3.240#   4.290#   6.172#  12.05 # 258.9  "2216    "3382    " 175.3  "  53.21 "  12.92 #   4.432#    23
          24      2.904#   2.936#   4.075#   7.368#  16.41 # 186.8  "1831    "3520    " 175.7  "  48.37 #  12.05 #   6.696#    24
          25      2.902#   2.804#   3.958#   7.003#  17.42 # 147.9  "1532    "3586    " 185.0  "  45.64 #  11.13 #   7.612#    25
          26      2.755#   2.730#   3.726#   6.361#  15.05 # 172.7  "1188    "3554    " 174.9  "  41.93 #  10.88 #   7.576#    26
          27      2.593#   2.300#   3.697#   5.605#  24.75 # 281.9  "3595    "3382    " 166.5  "  38.88 #  10.97 #   6.750#    27
          28      2.403#   2.127#   3.571#   5.914#  68.53 # 306.2  "4961    "2856    " 145.2  "  35.98 #  10.22 #   6.259#    28
          29      2.230#            3.297#   5.995#  89.01 " 443.8  "4222    "2292    " 128.1  "  33.48 #   9.888#   5.611#    29
          30      1.923#            2.464$   5.699#  52.57 # 749.1  "4482    "1890    " 117.2  "  31.04 #   8.956#   5.911#    30
          31      1.896#            1.795$           41.78 #         3468    "1593    "           28.08 #            6.029#    31

          Mean    4.266#   2.154$   4.039$   4.494$  21.02 # 168.4  #1993    "2258    " 627.7  " 291.5  #  17.66 #   6.878#
        Median    3.919#   1.776$   2.892$   4.095$  14.63 # 145.4  #1532    "2158    " 301.7  " 107.3  #  14.95 #   6.696#
       Maximum    8.236#   3.581$  11.58 $   7.368$  89.01 # 749.1  #4961    "3586    "1985    "1090    #  35.54 #  10.56 #
       Minimum    1.896#   1.395$   1.795$   1.663$   5.529#  29.85 # 507.6  "1152    " 117.2  "  28.08 #   8.956#   4.432#
         Total   132.2 #   60.31$  125.2 $  134.8 $  651.6 # 5051   #61776   "69997   "18832   " 9037   #  529.9 #  213.2 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    456.3  $                " ... Relative Uncertainty +/-10%
 Ann. Median     15.05 $                # ... Relative Uncertainty +/-15%
Annual Total   166541  $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    4961    $      1.395$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1968
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      6.235#   6.809$   4.299&   6.493$  43.72 $  31.42 $ 272.1  "1074    "1072    " 883.7  " 145.3  #  16.32 $     1
           2      6.275$   6.272$   4.375&   6.395$  41.40 $  28.29 $ 254.0  "1038    "1054    " 668.2  " 143.9  #  18.62 $     2
           3      6.816$   6.050$   4.223&   6.276$  29.69 $  24.62 $ 206.5  "1069    " 949.8  " 517.7  " 119.9  #  17.77 $     3
           4      6.536$   6.023$   4.145&   6.065$  24.17 $  31.82 $ 200.4  # 964.0  " 887.7  " 427.6  " 109.5  #  15.73 $     4
           5      6.452$   5.598$   4.409&   5.879$  18.99 $  34.35 $ 174.1  # 754.7  " 758.1  " 578.2  "  97.13 #  13.52 $     5
           6      6.327$   5.569$   5.049&   5.704$  15.60 $  30.57 $ 144.1  # 614.3  " 606.3  " 981.4  "  89.41 #  11.98 $     6
           7      6.298$   5.474$   5.334&   5.617$  13.99 $  29.90 $ 143.0  # 727.8  " 473.9  " 952.6  "  79.83 #  11.26 $     7
           8      6.316$   5.287&   6.561$   5.542$  13.03 $  28.54 $ 126.7  #1002    " 383.3  " 750.9  "  68.60 #  10.66 $     8
           9      6.351$   5.152&   6.530$   5.584$  14.23 $  35.02 $ 102.0  # 966.9  " 322.6  " 573.2  "  59.31 #   9.614$     9
          10      6.494$   4.971&   6.099$   5.662$  16.72 $  33.31 $  94.65 # 930.8  " 374.7  " 442.3  "  53.95 #   9.015$    10
          11      6.517$   4.872&   5.803$   5.643$  15.19 $  33.31 $  85.86 #1052    " 952.3  " 350.7  "  47.60 #   8.554$    11
          12      6.328$   5.137&   5.684$   5.575$  13.84 $  37.18 $  75.08 # 995.0  "1464    " 283.5  "  43.36 $   9.169$    12
          13      6.089$   4.984&   5.291&   5.554$  12.77 $  73.24 #  69.11 # 860.0  "1949    " 239.3  "  40.38 $   9.407$    13
          14      5.734$   4.879&   4.950&   6.559$  13.28 $ 135.8  #  67.57 # 723.3  "2057    " 206.3  "  35.71 $   9.606$    14
          15      5.399$   4.810&   4.777&   7.848$  17.29 $  97.25 # 165.1  # 560.0  "2031    " 219.2  "  32.27 $  10.26 $    15
          16      5.070&   4.699&   4.733&   9.037$  18.03 $ 115.2  # 253.8  " 475.0  "1851    " 202.0  "  29.40 $  10.01 $    16
          17      4.703&   4.465&   5.087&   9.233$  15.97 $ 145.6  # 288.6  " 469.7  "1399    " 190.9  #  27.91 $   9.536$    17
          18      4.602&   4.230&   5.637$  11.51 $  17.92 $ 158.6  # 282.0  " 687.0  "1217    " 172.7  #  28.60 $   9.008$    18
          19      4.579&   4.089&   5.523$  14.84 $  18.80 $ 135.2  # 289.3  " 932.2  "1229    " 152.4  #  28.81 $   8.472$    19
          20      4.579&   3.941&   5.450$  13.44 $  15.61 $ 106.4  # 267.9  " 933.9  "1037    " 142.0  #  25.77 $   7.923$    20
          21      4.579&   3.831&   5.445$  11.16 $  13.79 $ 113.4  # 221.3  " 869.9  " 898.0  " 148.4  #  23.62 $   7.564$    21
          22      4.563&   4.489&   5.459&   9.859$  12.56 $ 101.6  # 201.1  " 772.5  " 952.1  " 147.8  #  22.51 $   7.655$    22
          23      4.094&   4.364&   5.165&   8.940$  12.24 $  83.48 # 186.8  # 768.5  "1583    " 144.4  #  21.60 $   7.707$    23
          24      4.512&   4.344&   4.914&   9.351$  13.89 $  73.10 # 208.1  # 770.0  "1695    " 131.2  #  20.23 $   7.315$    24
          25      4.041&   4.543&   5.195&  10.58 $  14.00 $  94.54 # 208.7  " 701.7  "1469    " 104.3  #  19.41 $   6.929$    25
          26      5.175&   4.567&   6.106$  15.22 $  13.13 $  90.67 # 209.2  " 679.4  "1243    "  88.19 #  19.11 $   6.625$    26
          27      7.337$   4.503&   7.657$  19.82 $  12.58 $ 168.7  # 365.5  " 953.2  "1966    "  80.40 #  18.58 $   6.301$    27
          28      7.503$   4.353&   9.206$  16.51 $  12.14 $ 181.8  # 369.0  "1439    "2256    "  72.73 #  17.49 $   5.938$    28
          29      7.395$   4.279&   8.778$  18.61 $  11.56 $ 224.0  # 484.4  "1372    "1762    "  63.73 #  16.31 $   5.719$    29
          30      7.830$            7.692$  23.17 $  11.44 $ 252.2  " 875.5  "1056    "1239    "  60.63 #  15.61 $   5.495$    30
          31      7.197$            6.861$           15.62 $         1007    " 909.3  "          107.6  #            5.280&    31

          Mean    5.869&   4.917&   5.692&   9.723$  17.20 $  90.97 $ 254.8  # 874.9  "1238    " 325.3  #  50.04 $   9.644&
        Median    6.275&   4.810&   5.445&   8.394$  14.23 $  87.07 $ 208.1  # 909.3  "1223    " 202.0  #  30.84 $   9.015&
       Maximum    7.830&   6.809&   9.206&  23.17 $  43.72 $ 252.2  $1007    #1439    "2256    " 981.4  # 145.3  $  18.62 &
       Minimum    4.041&   3.831&   4.145&   5.542$  11.44 $  24.62 $  67.57 # 469.7  " 322.6  "  60.63 #  15.61 $   5.280&
         Total   181.9 &  142.6 &  176.4 &  291.7 $  533.2 $ 2729   $ 7898   #27122   "37132   "10084   # 1501   $  299.0 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    240.7  &                " ... Relative Uncertainty +/-10%
 Ann. Median     19.62 &                # ... Relative Uncertainty +/-15%
Annual Total   88092   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    2256    &      3.831&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1969
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      5.126&   3.213&   1.412&   1.701&   3.107&   8.343$  44.21 $  80.41 " 533.1  "  42.00 $  12.38 $   6.825$     1
           2      4.971&   3.096&   1.428&   1.695&   3.017&   7.321$  61.64 #  81.14 " 476.3  "  38.07 $  11.34 $   6.529$     2
           3      4.812&   3.096&   1.545&   1.594&   3.017&   6.833$ 129.3  "  79.46 " 293.1  "  35.15 $ 254.8  $   6.364&     3
           4      4.785&   3.119&   1.483&   1.576&   3.017&   6.470$ 144.2  "  77.64 " 248.6  "  32.69 $ 744.5  "   5.914&     4
           5      4.537&   3.077&   1.393&   1.562&   3.048&   6.277$ 101.4  " 111.9  " 236.7  "  29.74 $ 654.2  "   5.315&     5
           6      4.290&   3.041&   1.330&   1.981&   3.091&   6.299$  80.85 " 185.5  " 199.4  "  27.55 $ 610.4  "   4.898&     6
           7      4.200&   3.069&   1.286&   4.198&   3.109&   6.762$  76.00 # 187.7  " 157.5  "  25.26 $ 309.4  "   4.704&     7
           8      4.133&   3.096&   1.249&   5.047&   3.127&   8.378$  64.38 # 205.5  " 128.1  "  23.64 $ 147.9  "   4.439&     8
           9      4.071&   3.322&   1.271&  10.12 $   3.198&  10.83 $  59.74 # 193.9  " 110.5  "  22.39 $  88.68 "   4.739&     9
          10      3.944&   1.876&   1.386&  12.74 $   3.735&  10.93 $ 114.5  # 165.5  " 105.1  "  21.61 $  65.85 #   5.322&    10
          11      3.846&   1.721&   1.536&   9.903$   4.392&  17.24 $ 496.8  " 236.6  "  95.89 "  20.14 $  52.88 #   5.337&    11
          12      3.806&   1.554&   2.461&   6.605&   3.959&  31.53 $ 268.2  " 239.1  "  87.52 "  18.14 $  43.21 $   5.404&    12
          13      3.662&   1.546&   3.746&   5.146&   3.720&  24.82 $ 192.4  " 267.2  "  79.11 "  17.50 $  36.39 $   5.002&    13
          14      3.594&   1.531&   4.338&   4.035&   3.576&  25.27 $ 195.3  " 267.3  "  76.73 #  17.94 $  31.41 $   4.293&    14
          15      3.894&   1.477&   6.066&   3.709&   3.401&  72.04 $ 178.1  " 224.9  "  67.32 #  18.08 $  28.47 $   3.708&    15
          16      4.032&   1.470&   4.622&   3.684&   3.237&  66.44 # 146.2  " 185.2  "  62.51 #  16.51 $  26.58 $   3.252&    16
          17      3.897&   1.502&   3.667&   3.882&   3.103&  63.15 $ 140.0  " 144.8  "  59.43 #  14.36 $  23.13 $   2.834&    17
          18      3.852&   1.605&   3.016&   3.677&   6.296&  33.59 $ 261.4  " 128.4  "  56.55 #  13.05 $  19.62 $   2.604&    18
          19      3.852&   1.573&   2.546&   3.438&  17.18 $  29.97 $ 222.8  " 115.2  "  52.39 #  12.43 $  17.25 $   2.598&    19
          20      3.888&   1.533&   2.380&   3.275&  15.90 $  34.86 $ 221.7  "  93.68 "  49.43 #  14.48 $  15.62 $   2.711&    20
          21      3.798&   1.516&   2.122&   2.942&  14.34 $  69.59 # 198.1  "  84.21 "  45.26 #  23.53 $  13.78 $   2.619&    21
          22      3.644&   1.516&   2.000&   2.744&  14.70 $  58.92 # 166.0  "  76.97 #  42.86 $  28.99 $  12.57 $   2.375&    22
          23      3.533&   1.542&   1.932&   3.021&  16.74 $  45.75 $ 137.5  "  66.17 #  41.05 $  47.75 $  12.21 $   2.441&    23
          24      3.501&   1.749&   1.862&   3.704&  16.36 $  38.47 $ 110.5  "  61.07 #  38.88 $  48.64 #  11.73 $   2.444&    24
          25      3.377&   1.841&   1.831&   3.494&  15.25 $  32.86 $  95.50 "  61.59 #  35.93 $  39.63 $  10.82 $   2.352&    25
          26      3.506&   1.671&   1.831&   3.346&  15.00 $  28.73 $  90.63 " 118.7  #  46.25 $  34.39 $   9.857$   2.208&    26
          27      3.613&   1.552&   1.831&   3.303&  16.11 $  27.98 $  92.59 " 490.2  "  68.44 #  29.09 $   8.897$   1.998&    27
          28      3.534&   1.449&   1.799&   3.274&  16.08 $  51.14 $  86.27 " 317.8  "  51.66 #  23.62 $   7.982$   1.889&    28
          29      3.531&            1.687&   3.219&  11.84 $  45.79 $  84.28 " 190.8  "  45.75 #  18.42 $   7.277$   1.772&    29
          30      3.446&            1.633&   3.144&  10.29 $  37.78 $  98.32 " 170.0  "  42.44 $  15.58 $   6.962$   1.672&    30
          31      3.313&            1.633&            9.298$           86.55 " 185.5  "           13.49 $            1.618&    31

          Mean    3.935&   2.084&   2.204&   4.059&   8.137&  30.48 $ 143.4  $ 164.3  # 121.1  $  25.29 $ 109.9  $   3.748&
        Median    3.852&   1.638&   1.831&   3.392&   3.959&  29.35 $ 114.5  $ 165.5  #  67.88 $  23.53 $  21.37 $   3.252&
       Maximum    5.126&   3.322&   6.066&  12.74 &  17.18 &  72.04 $ 496.8  $ 490.2  # 533.1  $  48.64 $ 744.5  $   6.825&
       Minimum    3.313&   1.449&   1.249&   1.562&   3.017&   6.277$  44.21 $  61.07 #  35.93 $  12.43 $   6.962$   1.618&
         Total  122.0  &  58.35 &  68.32 & 121.8  & 252.2  & 914.4  $4445    $5094    #3634    $ 783.9  $3296    $ 116.2  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     51.80 &                " ... Relative Uncertainty +/-10%
 Ann. Median     10.29 &                # ... Relative Uncertainty +/-15%
Annual Total   18907   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     744.5  &      1.249&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1970
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.487&   0.554&   0.977&   0.964&   4.661&  15.84 $ 908.6  "1476    " 342.2  "1019    "  48.57 #  12.34 $     1
           2      1.416&   0.552&   0.971&   1.016&   5.901&  26.39 $ 769.7  "1413    " 329.0  " 891.3  "  46.42 #  11.66 $     2
           3      1.346&   0.576&   1.004&   1.019&   9.042$  41.25 $ 687.3  "1304    " 472.2  " 907.8  "  53.28 #  12.50 $     3
           4      1.230&   0.640&   0.887&   0.983&   7.517$  27.38 $ 692.0  "1132    " 657.8  "1292    "  84.14 #  15.31 $     4
           5      1.179&   1.138&   0.726&   0.992&   6.122&  25.10 $ 576.6  " 888.6  " 615.2  "1932    "  75.94 #  17.42 $     5
           6      1.183&   1.855&   0.705&   1.039&   5.292&  23.63 $ 871.8  " 628.4  " 527.3  "1981    "  68.19 #  14.11 $     6
           7      1.164&   4.355&   0.732&   0.955&   4.488&  23.68 $1053    " 455.7  " 479.8  "1684    "  65.54 #  11.91 $     7
           8      1.053&   3.173&   0.793&   0.921&   5.043&  39.72 $ 909.1  " 514.6  "1653    "1394    "  74.82 #  10.45 $     8
           9      1.012&   2.109&   0.761&   0.923&  12.58 $  53.41 # 716.7  " 559.5  "3654    "1200    "  65.51 #   9.262$     9
          10      0.948&   2.697&   0.743&   1.024&  15.98 $  52.60 # 593.5  " 575.6  "2677    " 963.3  "  57.08 #   8.399$    10
          11      0.875&   2.544&   0.728&   1.121&  12.88 $  82.08 # 467.2  " 468.2  "1824    " 715.8  "  51.31 #   7.738$    11
          12      0.834&   2.174&   0.778&   1.117&  11.94 $ 143.4  " 359.3  " 411.0  "1272    " 542.0  "  49.68 #   9.234$    12
          13      0.785&   1.890&   0.871&   1.067&  17.27 $ 150.7  " 291.3  " 335.8  "1004    " 422.9  "  53.26 #   9.123$    13
          14      0.723&   1.682&   0.921&   1.003&  26.91 $ 202.4  " 249.1  " 261.5  " 831.2  " 340.1  "  58.77 #   8.516$    14
          15      0.733&   1.489&   1.047&   0.935&  24.49 $ 215.7  " 217.7  " 214.2  " 660.2  " 283.6  "  47.67 #   7.856$    15
          16      0.716&   1.459&   1.069&   1.242&  17.90 $ 178.8  " 215.7  " 178.5  " 538.7  " 242.2  "  42.71 $   7.093$    16
          17      0.712&   1.759&   1.092&   3.128&  13.03 $ 179.4  " 206.8  " 155.1  " 447.7  " 203.4  "  36.35 $   6.402&    17
          18      0.708&   1.622&   1.070&   1.838&  10.74 $ 212.4  " 183.3  " 159.0  " 354.3  " 171.2  "  32.97 $   5.867&    18
          19      0.721&   1.403&   1.049&   4.257&   9.318$ 247.6  " 158.4  " 233.6  " 336.3  " 145.6  "  30.13 $   5.671&    19
          20      0.676&   1.167&   1.000&  18.10 $   8.354$ 346.7  " 152.4  " 513.5  " 541.0  " 119.7  "  27.60 $   5.266&    20
          21      0.646&   1.053&   0.980&  24.23 $   8.019$ 317.5  " 143.4  " 729.5  " 819.5  " 105.2  "  25.84 $   4.874&    21
          22      0.648&   1.011&   0.955&  16.18 $   7.290$ 389.2  " 133.9  " 704.5  "1109    "  94.07 "  24.35 $   4.756&    22
          23      0.640&   0.975&   0.982&  10.97 $   6.789$ 733.1  " 264.6  " 556.5  "1477    "  84.17 "  23.08 $   4.441&    23
          24      0.628&   0.916&   1.037&   8.279$   6.248$ 815.3  " 845.3  " 586.2  "1449    "  75.88 #  21.46 $   4.125&    24
          25      0.634&   0.893&   1.120&   6.519&   6.066&1136    "1253    " 813.7  "1433    "  70.71 #  18.97 $   4.100&    25
          26      0.628&   0.910&   1.181&   5.618&   8.115$1186    "1371    " 835.7  "1700    "  67.84 #  16.86 $   3.945&    26
          27      0.612&   0.970&   1.127&   4.754&   9.904$1005    " 916.0  " 870.8  "1890    "  75.58 #  15.34 $   3.774&    27
          28      0.603&   0.952&   1.075&   3.996&  12.60 $ 988.6  " 733.2  " 884.7  "1630    "  74.29 #  14.02 $   3.386&    28
          29      0.593&            1.038&   3.492&  10.17 $1035    " 943.3  " 748.8  "1389    "  65.30 #  13.58 $   3.612&    29
          30      0.591&            0.970&   3.092&   8.427$1007    "1323    " 613.1  "1123    "  59.40 #  13.10 $   3.750&    30
          31      0.560&            0.965&            9.494$         1416    " 463.9  "           53.75 #            3.474&    31

          Mean    0.848&   1.518&   0.947&   4.359&  10.41 & 363.4  $ 633.0  " 635.0  "1108    " 557.3  #  41.88 $   7.753&
        Median    0.721&   1.285&   0.977&   1.181&   9.042& 190.9  $ 687.3  " 575.6  " 917.8  " 242.2  #  44.56 $   7.093&
       Maximum    1.487&   4.355&   1.181&  24.23 &  26.91 &1186    $1416    "1476    "3654    "1981    #  84.14 $  17.42 &
       Minimum    0.560&   0.552&   0.705&   0.921&   4.488&  15.84 $ 133.9  " 155.1  " 329.0  "  53.75 #  13.10 $   3.386&
         Total    26.28&   42.52&   29.35&  130.8 &  322.6 &10901   $19622   "19686   "33238   "17276   # 1257   $  240.4 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    281.6  &                " ... Relative Uncertainty +/-10%
 Ann. Median     17.42 &                # ... Relative Uncertainty +/-15%
Annual Total   102772  &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    3654    &      0.552&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1971
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.474&   3.238&   1.391&   2.519&   4.409& 185.8  "  68.43 # 190.5  " 224.5  "2086    " 217.8  " 213.2  "     1
           2      3.394&   2.647&   1.233&   2.256&   4.238& 146.7  "  63.25 # 288.6  " 190.4  "1905    " 182.0  " 161.7  "     2
           3      3.012&   2.864&   1.132&   2.054&   4.048& 140.1  "  66.88 # 282.3  " 166.3  "1562    " 163.5  " 128.6  "     3
           4      2.708&   2.679&   1.086&   1.906&   4.048& 118.2  "  93.87 " 266.3  " 152.3  "1238    " 136.3  " 107.2  "     4
           5      2.777&   2.781&   1.086&   1.814&   3.888& 103.8  "  94.65 " 227.3  " 153.0  "1373    " 117.0  "  90.66 "     5
           6      2.786&   3.923&   1.116&   1.831&   3.518&  87.96 "  92.42 " 229.0  " 160.8  "1477    " 102.1  "  79.45 #     6
           7      2.954&   3.132&   1.250&   1.737&   3.364&  86.64 " 114.1  " 238.9  " 194.8  "1454    "  88.72 "  69.01 #     7
           8      3.620&   2.832&   1.416&   1.731&   3.274&  81.07 "  99.82 " 210.5  " 314.7  "1403    "  79.61 " 162.2  "     8
           9      3.525&   2.758&   1.341&   1.781&   3.274& 109.5  "  85.51 " 194.3  " 587.6  "1407    "  74.67 " 206.3  "     9
          10      3.567&   2.529&   1.197&   1.804&   3.274& 140.4  "  75.45 # 177.0  " 633.7  "1391    " 143.2  " 163.7  "    10
          11      3.396&   2.362&   1.167&   1.685&   3.205& 112.9  "  69.97 # 180.4  " 447.7  "1195    " 631.3  " 163.9  "    11
          12      3.167&   2.148&   1.431&   1.658&   2.970& 157.8  "  80.21 # 162.1  " 392.3  " 962.1  "1213    " 109.1  "    12
          13      2.883&   1.998&   1.682&   1.818&   2.928& 139.9  " 172.2  " 278.1  " 346.5  " 763.7  "1562    "  80.57 #    13
          14      2.533&   1.866&   1.751&   1.965&   6.635& 111.6  " 147.7  " 244.3  " 393.2  " 661.3  "1042    "  63.86 #    14
          15      2.403&   1.831&   1.651&   3.516&  15.51 $  88.80 " 191.7  " 251.0  " 449.3  " 658.6  " 716.6  "  53.48 #    15
          16      2.396&   1.793&   1.543&   5.084&  23.11 $  72.33 # 140.0  " 341.1  " 486.3  " 639.1  "1295    "  46.83 #    16
          17      2.410&   1.822&   1.623&   5.276&  19.44 $  69.13 # 133.3  " 398.6  " 509.6  " 528.1  "2074    "  43.69 #    17
          18      2.322&   2.072&   1.638&   4.894&  21.44 $  70.69 # 143.9  " 379.9  " 504.7  " 453.6  "1683    "  41.53 $    18
          19      2.152&   1.908&   1.538&   4.208&  30.53 $  66.19 # 116.5  " 538.4  " 707.7  " 388.4  "1137    "  38.72 $    19
          20      2.058&   1.823&   1.475&   3.616&  31.25 $  84.98 # 135.4  " 436.9  " 864.7  " 376.5  " 802.1  "  35.12 $    20
          21      2.091&   1.705&   1.372&   3.330&  46.18 $ 127.5  " 158.1  " 341.1  " 914.9  " 536.6  " 600.2  "  32.40 $    21
          22      2.133&   1.657&   1.324&   3.222&  64.83 # 107.4  " 132.0  " 310.5  " 744.9  " 472.0  " 468.2  "  30.44 $    22
          23      2.144&   1.516&   1.294&   4.282& 164.6  " 107.8  " 130.9  " 275.8  " 562.4  " 443.0  " 565.1  "  28.46 $    23
          24      2.328&   1.389&   1.255&   5.152& 180.3  " 115.0  " 125.0  " 259.2  " 677.2  " 430.2  " 771.3  "  26.18 $    24
          25      2.106&   1.318&   1.197&   5.684& 160.6  " 105.3  " 144.8  " 199.9  "1347    " 537.0  " 776.9  "  26.68 $    25
          26      2.023&   1.305&   1.146&   5.539& 388.4  "  89.31 " 154.9  " 203.9  "1607    " 910.4  " 663.6  "  27.16 $    26
          27      2.133&   1.472&   1.307&   4.776& 351.3  "  76.15 " 119.6  " 341.6  "1463    "1031    " 554.2  "  23.86 $    27
          28      2.104&   1.569&   2.623&   3.972& 192.6  "  77.92 " 115.6  " 409.6  "1199    " 805.4  " 494.3  "  21.40 $    28
          29      1.931&            2.542&   3.765& 156.6  "  75.14 # 111.5  " 340.5  " 997.3  " 556.4  " 358.3  "  20.05 $    29
          30      1.867&            2.627&   4.656& 139.9  "  67.72 # 116.8  " 284.4  "1789    " 388.1  " 268.5  "  19.35 $    30
          31      2.756&            2.774&          162.6  "          140.7  " 258.3  "          282.5  "           18.52 $    31

          Mean    2.618&   2.176&   1.523&   3.251&  71.04 & 104.1  # 117.3  # 281.9  " 639.4  " 913.4  " 632.7  "  75.27 $
        Median    2.410&   1.953&   1.372&   3.276&  19.44 & 104.6  # 116.8  # 266.3  " 507.1  " 763.7  " 559.7  "  46.83 $
       Maximum    3.620&   3.923&   2.774&   5.684& 388.4  & 185.8  # 191.7  # 538.4  "1789    "2086    "2074    " 213.2  $
       Minimum    1.867&   1.305&   1.086&   1.658&   2.928&  66.19 #  63.25 # 162.1  " 152.3  " 282.5  "  74.67 "  18.52 $
         Total    81.16&   60.94&   47.21&   97.53& 2202   & 3124   # 3635   # 8740   "19182   "28316   "18982   " 2333   $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    237.8  &                " ... Relative Uncertainty +/-10%
 Ann. Median     86.64 &                # ... Relative Uncertainty +/-15%
Annual Total   86803   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    2086    &      1.086&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1972
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     17.18 $   4.028&   1.702&   2.214&   4.188&   6.468&  36.40 $ 455.4  " 292.8  "  51.74 #  24.44 $   6.213&     1
           2     16.01 $   3.627&   2.076&   2.731&   3.996&  10.32 $  31.36 $ 291.3  " 231.4  "  93.24 #  22.92 $   5.870&     2
           3     14.94 $   3.459&   2.176&   2.245&   3.803&  11.82 $  61.14 $ 361.9  " 185.4  " 128.6  "  20.91 $   5.948&     3
           4     13.62 $   3.266&   2.130&   2.210&   3.898&  11.66 $  74.62 # 392.5  " 177.0  " 137.7  "  19.29 $   6.303$     4
           5     12.96 $   3.097&   2.232&   2.149&   6.464&   9.924$  49.84 # 467.7  " 179.2  " 118.7  "  18.21 $   6.232&     5
           6     18.66 $   3.003&   2.128&   2.123&   6.658$   8.403$  49.43 # 332.0  " 240.4  " 102.2  "  17.13 $   5.774&     6
           7     25.32 $   2.691&   2.007&   7.228&   6.785$   7.805$  57.14 # 347.1  " 348.9  " 106.3  "  16.27 $   5.212&     7
           8     22.83 $   2.453&   1.922&  13.37 $   6.911$   7.358$  53.29 # 367.2  " 330.4  " 337.1  "  15.32 $   4.655&     8
           9     17.80 $   2.285&   1.861&  11.64 $   6.257&   7.285$ 114.7  # 372.9  " 252.7  " 560.6  "  15.04 $   4.369&     9
          10     14.80 $   2.356&   1.706&   8.595$   5.617&   8.057$ 136.5  " 384.3  " 204.7  " 531.5  "  14.53 $   3.747&    10
          11     13.05 $   2.625&   1.533&   7.074&   4.956&   7.806$  94.83 " 271.0  " 196.9  " 353.3  "  13.66 $   3.225&    11
          12     11.53 $   2.442&   1.472&   5.660&   4.658&   6.968$  79.44 " 216.7  " 201.5  " 238.3  "  12.95 $   2.989&    12
          13      9.832$   2.348&   1.493&   4.865&   6.281&   6.492$ 183.4  " 182.4  " 180.7  " 173.3  "  11.94 $   2.757&    13
          14      8.412$   2.348&   1.494&   4.379&  12.39 $   7.086$ 350.9  " 152.1  " 163.5  " 128.2  "  11.13 $   2.656&    14
          15      7.657$   2.335&   1.537&   3.748&  17.03 $   7.136$ 211.5  " 130.7  " 139.5  "  97.25 "  10.13 $   2.551&    15
          16      7.215$   2.155&   1.506&   3.453&  14.34 $   6.627$ 133.0  " 128.9  " 133.0  "  76.71 #   9.338$   3.495&    16
          17      6.673$   2.433&   1.531&   2.979&  13.75 $   5.960& 134.9  " 481.3  " 184.0  "  63.22 #   8.828$   6.612&    17
          18      6.177&   2.547&   1.656&   2.741&  11.54 $   5.941& 165.9  " 797.3  " 168.8  "  54.83 #   8.437$   7.078$    18
          19      5.893&   2.189&   1.652&   4.092&  10.00 $  11.88 $ 174.5  " 647.3  " 139.7  "  50.59 #   8.060$   6.756$    19
          20      5.658&   2.062&   1.560&   7.963$   8.639$  10.05 $ 147.3  " 729.0  " 116.5  "  46.09 #   7.520$   6.840$    20
          21      5.347&   2.051&   1.493&   8.123$   7.424$   8.738$ 121.8  " 840.9  " 108.7  "  42.39 $   6.986$   6.819$    21
          22      4.947&   1.994&   1.527&  10.18 $   7.066$   9.734$ 110.6  " 758.1  "  96.78 "  38.96 $   6.787$   6.808$    22
          23      4.614&   1.942&   1.551&   9.295$   6.767$  12.10 $ 151.6  " 660.3  "  99.39 "  35.63 $   6.492$   6.808$    23
          24      4.612&   1.879&   1.835&   8.786$   6.961$  15.60 $ 203.4  " 594.9  " 112.0  "  33.86 $   6.263&   6.730$    24
          25      4.658&   1.792&   2.062&   7.158$   6.341&  33.06 $ 121.3  " 653.3  "  90.91 "  31.84 $   5.921&   6.689$    25
          26      4.873&   1.755&   2.062&   6.012&   5.636&  65.77 # 111.2  " 656.1  "  78.29 "  29.33 $   5.694&   6.798$    26
          27      5.251&   1.755&   2.155&   5.499&   5.124&  68.97 # 112.9  " 589.1  "  69.54 #  27.33 $   5.807&   6.798$    27
          28      5.337&   1.742&   2.477&   5.087&   4.336&  79.28 # 115.6  " 664.4  "  62.70 #  27.87 $   6.501&   6.615$    28
          29      4.940&   1.637&   2.434&   4.724&   3.663&  75.48 # 115.2  " 567.9  "  56.85 #  29.69 $   6.833$   6.371$    29
          30      4.460&            2.634&   4.488&   3.783&  46.02 $  96.60 " 454.6  "  52.56 #  27.53 $   6.543$   6.371$    30
          31      4.275&            2.570&            4.792&          457.4  " 381.7  "           25.02 $            6.411$    31

          Mean    9.985&   2.424&   1.877&   5.694&   7.099&  19.33 & 130.9  $ 462.3  " 163.2  # 122.5  $  11.66 &   5.564&
        Median    7.215&   2.348&   1.835&   4.976&   6.341&   9.236& 115.2  $ 454.6  " 166.2  #  63.22 $   9.736&   6.303&
       Maximum   25.32 &   4.028&   2.634&  13.37 &  17.03 &  79.28 & 457.4  $ 840.9  " 348.9  # 560.6  $  24.44 &   7.078&
       Minimum    4.275&   1.637&   1.472&   2.123&   3.663&   5.941&  31.36 $ 128.9  "  52.56 #  25.02 $   5.694&   2.551&
         Total   309.5 &   70.29&   58.17&  170.8 &  220.1 &  579.8 & 4058   $14330   " 4895   # 3799   $  349.9 &  172.5 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     79.27 &                " ... Relative Uncertainty +/-10%
 Ann. Median      8.424&                # ... Relative Uncertainty +/-15%
Annual Total   29012   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     840.9  &      1.472&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1973
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      6.329$   0.990&   0.827&   0.794&   3.119&  65.66 #  67.88 # 603.1  " 700.5  " 971.5  " 796.5  "  82.44 #     1
           2      6.293$   0.907&   0.899&   0.854&   4.794&  68.28 #  71.68 # 500.8  " 805.6  " 819.7  " 848.2  "  80.98 #     2
           3      6.432$   0.848&   0.860&   0.863&   5.377&  44.47 $  72.82 # 397.2  " 782.8  " 630.3  " 712.8  "  63.29 #     3
           4      6.371$   0.876&   0.814&   0.967&   5.929&  34.90 $  64.96 # 311.5  " 695.9  " 474.0  " 585.7  "  57.57 #     4
           5      6.371$   1.063&   0.811&   0.937&   5.400&  24.58 $  59.33 # 389.6  " 564.8  " 349.3  " 548.7  "  52.59 #     5
           6      6.371$   1.117&   0.784&   0.911&   6.650$  21.35 $  53.99 #1463    " 436.4  " 271.6  " 459.8  "  49.17 #     6
           7      6.397$   1.008&   0.720&   0.994&   6.654$  26.50 $  80.09 #1767    " 337.4  " 231.8  " 370.5  "  43.84 $     7
           8      6.775$   0.895&   0.684&   1.010&   8.286$  42.21 $ 132.1  "1965    " 327.1  " 200.4  " 307.6  "  38.78 $     8
           9      6.775$   0.909&   0.657&   1.077&   8.421$  59.01 # 168.9  "1767    " 363.2  " 173.6  " 259.4  "  34.14 $     9
          10      6.466$   0.944&   0.687&   1.110&   8.422$  40.62 $ 233.9  "1458    " 521.3  " 155.6  " 225.0  "  30.63 $    10
          11      4.302&   0.953&   0.655&   1.172&   7.553$  31.04 $ 232.1  "1206    " 991.2  " 133.6  " 194.0  "  31.14 $    11
          12      1.369&   1.034&   0.625&   1.221&   7.236$  36.82 $ 227.2  " 899.7  "1188    " 114.9  " 161.1  "  32.94 $    12
          13      1.379&   1.022&   0.619&   1.663&   9.966$  43.06 $ 214.9  " 848.5  "1117    " 130.1  " 310.2  "  30.33 $    13
          14      1.173&   1.029&   0.625&   2.142&  14.44 $  33.83 $ 227.4  " 787.2  " 995.3  " 246.5  "1705    "  27.14 $    14
          15      1.008&   0.964&   0.689&   1.871&  13.86 $  28.19 $ 333.0  " 949.2  "1031    " 426.9  "2721    "  24.35 $    15
          16      0.850&   0.937&   0.708&   5.784&   9.887$  28.98 $ 317.3  "1086    "1071    " 550.2  "2117    "  21.94 $    16
          17      0.815&   0.965&   0.746&   7.903$   7.656$  33.04 $ 276.3  " 965.2  "1172    "1035    "1545    "  19.66 $    17
          18      1.464&   1.098&   0.749&   6.917&   6.539&  45.59 # 334.0  " 841.8  "1534    "1291    "1175    "  18.21 $    18
          19      1.458&   1.062&   0.749&   5.344&   5.805&  41.02 $ 417.9  " 652.0  "1297    "1058    " 802.4  "  17.32 $    19
          20      1.210&   0.972&   0.767&   3.666&   5.570&  39.40 $ 343.6  " 543.7  "1115    " 831.4  " 579.2  "  18.27 $    20
          21      1.141&   0.947&   0.753&   2.928&   9.592$  42.62 $ 616.0  " 511.0  " 912.3  " 578.7  " 374.4  "  17.98 $    21
          22      1.138&   0.930&   0.722&   2.501&  13.95 $  80.44 # 705.4  " 483.1  " 710.9  " 454.9  " 251.9  "  16.20 $    22
          23      1.456&   0.914&   0.684&   4.178&  10.61 $ 197.2  " 621.4  " 473.3  " 595.6  " 674.2  " 182.5  "  15.11 $    23
          24      1.452&   0.898&   0.699&   7.544&   8.757$ 223.1  " 739.3  "1680    " 728.3  " 872.7  " 136.5  "  14.34 $    24
          25      1.268&   0.882&   0.870&  10.90 $   8.161$ 151.6  " 769.5  "2387    " 901.6  "1211    " 115.5  "  13.21 $    25
          26      1.146&   0.866&   0.998&   8.754$   8.446$ 142.1  " 663.3  "2007    " 997.4  "1167    "  97.92 "  12.61 $    26
          27      1.121&   0.850&   1.073&   6.302&   7.890$ 136.1  " 646.5  "1380    " 871.0  " 899.4  "  81.13 "  11.77 $    27
          28      1.070&   0.834&   1.061&   5.338&   7.614$ 109.8  " 725.2  " 988.5  " 668.9  " 701.8  "  69.27 #  10.82 $    28
          29      0.922&            0.931&   4.651&   8.308$  87.97 " 676.9  " 765.4  " 883.0  " 647.1  "  60.73 #  11.13 $    29
          30      1.001&            0.842&   3.547&  12.69 $  76.63 # 693.9  " 628.2  "1138    " 694.4  "  57.20 #  10.28 $    30
          31      1.026&            0.804&           31.27 $          688.4  " 607.3  "          679.6  "            9.578$    31

          Mean    2.979&   0.954&   0.778&   3.461&   8.995&  67.87 $ 370.2  #1010    " 848.5  " 602.5  " 595.0  #  29.61 $
        Median    1.379&   0.945&   0.749&   2.322&   8.161&  42.84 $ 317.3  # 848.5  " 877.0  " 630.3  " 340.4  #  21.94 $
       Maximum    6.775&   1.117&   1.073&  10.90 &  31.27 & 223.1  $ 769.5  #2387    "1534    "1291    "2721    #  82.44 $
       Minimum    0.815&   0.834&   0.619&   0.794&   3.119&  21.35 $  53.99 # 311.5  " 327.1  " 114.9  "  57.20 #   9.578$
         Total    92.35&   26.71&   24.11&  103.8 &  278.9 & 2036   $11475   #31314   "25454   "18676   "17851   #  917.8 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    296.6  &                " ... Relative Uncertainty +/-10%
 Ann. Median     34.90 &                # ... Relative Uncertainty +/-15%
Annual Total   108249  &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    2721    &      0.619&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1974
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      8.886$   7.093$   2.142&   2.573&   8.275$ 102.8  # 107.1  "1930    " 224.3  "  61.96 "  78.66 "  19.69 $     1
           2      8.588$   5.849&   2.046&   2.536&   7.341$ 114.5  " 135.6  "1804    " 190.9  "  56.30 "  63.19 "  17.39 $     2
           3      7.765$   5.972&   2.035&   2.454&   6.636&  77.10 # 288.3  "1698    " 171.6  "  55.49 "  56.97 "  15.53 $     3
           4      7.462$   5.699&   2.103&   6.767&   8.326& 140.5  " 307.1  "1706    " 160.0  "  54.50 "  54.22 "  14.05 $     4
           5      6.974$   5.077&   2.208&   9.754$  15.87 $ 216.3  " 248.9  "1550    " 150.2  "  53.55 "  47.37 "  13.28 $     5
           6      6.680$   4.911&   2.523&   9.961$  18.71 $ 169.5  " 327.4  "1583    " 148.6  "  49.65 "  42.20 "  12.04 $     6
           7      6.290&   4.085&   2.733&   7.771$  13.98 $ 149.1  " 267.5  "1413    " 133.2  "  59.36 "  36.98 $  11.22 $     7
           8      5.883&   3.893&   3.198&   6.243&  10.99 $ 146.5  " 195.6  "1121    " 117.0  "  67.79 "  32.58 $   9.993$     8
           9      5.258&   4.271&   3.887&   5.068&   9.401$ 131.5  " 151.8  " 942.6  "  98.65 "  69.84 "  28.77 $   9.238$     9
          10      4.911&   7.590$   4.310&   4.541&  10.23 $ 103.3  " 133.8  " 789.0  "  86.57 "  61.35 "  25.91 $   8.529$    10
          11      4.560&   6.552$   3.949&   4.105&  17.13 $  88.80 " 122.9  " 591.8  "  79.64 "  55.68 "  23.75 $   8.504$    11
          12      4.092&   7.471$   3.406&   3.715&  24.29 $  74.60 # 111.9  " 467.4  "  85.78 "  50.60 "  21.98 $   8.519$    12
          13      3.671&   6.259&   2.925&   3.838&  40.57 $  64.01 # 121.2  " 573.4  "  91.40 "  44.37 "  19.48 $   8.313$    13
          14      3.443&   5.210&   2.678&   4.607&  62.66 #  56.60 # 167.4  " 740.3  "  89.47 "  43.70 "  18.09 $   7.344$    14
          15      3.341&   4.501&   2.512&   5.036&  33.61 $  50.36 # 174.9  " 733.2  "  83.77 "  50.12 "  16.29 $   6.674$    15
          16      3.396&   3.994&   2.346&   4.763&  23.46 $  45.47 # 225.5  " 688.5  "  79.44 "  50.22 "  15.68 $   6.012&    16
          17      3.176&   3.774&   2.217&   4.720&  18.10 $  40.93 $ 350.1  " 655.4  "  82.88 "  44.34 "  25.64 $   5.451&    17
          18      3.085&   3.540&   2.238&   4.372&  15.76 $  37.30 $ 498.7  " 762.6  " 128.4  "  40.30 "  71.24 "   4.829&    18
          19      2.985&   3.201&   2.210&   4.045&  14.75 $  34.22 $ 586.4  " 736.9  " 125.3  "  36.62 $  69.27 "   4.235&    19
          20      2.787&   3.068&   2.181&   3.839&  20.02 $  31.78 $ 761.4  " 705.5  " 122.9  "  38.84 $  68.17 "   3.473&    20
          21      2.638&   2.966&   2.188&   3.600&  23.44 $  29.79 $ 772.7  " 629.9  " 128.0  "  96.17 "  60.11 "   3.179&    21
          22      2.465&   2.980&   2.124&   3.927&  18.39 $  27.95 $ 857.8  " 712.1  " 105.2  " 126.0  "  54.68 "   3.182&    22
          23      2.419&   3.085&   2.093&   4.124&  14.92 $  28.35 $ 686.5  " 884.3  "  89.65 " 404.4  "  47.81 "   2.552&    23
          24      2.438&   2.760&   2.107&   4.172&  13.33 $  35.66 $ 759.9  " 831.5  "  78.64 " 397.4  "  44.99 "   2.374&    24
          25      2.405&   2.540&   2.062&   4.380&  13.30 $  42.78 $1119    " 706.2  "  71.39 " 328.1  "  49.97 "   2.458&    25
          26      2.266&   2.454&   2.055&   9.928&  15.25 $  48.21 # 954.1  " 550.4  "  65.01 " 193.3  "  43.00 "   2.591&    26
          27      3.052&   2.418&   2.177&  13.56 $  21.04 $  49.74 #1008    " 503.1  "  58.03 " 127.2  "  36.87 $   2.556&    27
          28      3.523&   2.332&   2.778&  14.45 $  32.71 $  80.74 # 986.9  " 416.1  "  55.34 "  91.86 "  31.78 $   2.549&    28
          29      8.161&            2.565&  12.41 $  29.65 $ 164.5  "1242    " 363.1  "  68.23 "  77.29 "  26.10 $   2.501&    29
          30      9.588$            2.477&   9.696$  23.95 $ 136.8  "1947    " 307.1  "  68.52 "  91.41 "  22.04 $   2.437&    30
          31      7.851$            2.571&           34.20 $         1819    " 268.8  "           95.11 "            2.361&    31

          Mean    4.840&   4.412&   2.550&   6.032&  20.01 &  83.99 $ 562.4  " 882.7  " 107.9  "  99.12 $  41.13 $   7.195&
        Median    3.671&   4.039&   2.238&   4.574&  17.13 &  69.31 $ 327.4  " 733.2  "  90.53 "  59.36 $  39.59 $   6.012&
       Maximum    9.588&   7.590&   4.310&  14.45 &  62.66 & 216.3  $1947    "1930    " 224.3  " 404.4  $  78.66 $  19.69 &
       Minimum    2.266&   2.332&   2.035&   2.454&   6.636&  27.95 $ 107.1  " 268.8  "  55.34 "  36.62 $  15.68 $   2.361&
         Total   150.0 &  123.5 &   79.05&  181.0 &  620.3 & 2520   $17436   "27365   " 3238   " 3073   $ 1234   $  223.1 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    154.1  &                " ... Relative Uncertainty +/-10%
 Ann. Median     24.29 &                # ... Relative Uncertainty +/-15%
Annual Total   56242   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    1947    &      2.035&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1975
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.327&   1.040&   1.312&   2.513&   5.793& 143.4  " 128.8  "1985    " 513.8  " 257.2  "  80.54 "  20.78 $     1
           2      2.262&   1.023&   1.215&  15.69 $   4.941& 136.5  " 132.9  "1602    " 471.9  " 199.2  "  70.75 "  18.31 $     2
           3      2.253&   1.023&   1.186&  19.11 $   4.389& 106.5  " 136.6  "1360    " 426.7  " 157.4  "  66.03 "  16.22 $     3
           4      2.321&   0.975&   1.120&  16.30 $   4.435&  93.19 " 120.7  "1207    " 342.8  " 131.2  "  59.65 "  14.50 $     4
           5      2.217&   0.964&   1.046&  10.72 $   4.981&  81.22 " 108.7  "1049    " 272.5  " 119.4  "  53.28 "  13.21 $     5
           6      2.145&   0.971&   1.025&   7.271$   5.939&  70.10 " 118.6  " 859.7  " 226.6  " 135.9  "  47.25 "  12.34 $     6
           7      2.227&   1.103&   1.107&   5.516&   7.099$  69.90 " 231.4  " 671.3  " 195.2  " 196.9  "  43.00 "  11.20 $     7
           8      2.279&   0.977&   1.138&   4.423&   6.857$  65.33 " 206.9  " 552.6  " 193.8  " 225.8  "  39.04 $  10.07 $     8
           9      2.352&   0.884&   0.973&   3.954&   5.969&  57.96 " 234.7  " 543.9  " 193.1  " 235.6  "  35.27 $   9.505$     9
          10      2.440&   0.890&   1.042&   3.611&   5.183&  52.15 " 220.9  " 571.1  " 178.9  " 226.8  "  31.90 $   9.200$    10
          11      2.447&   0.903&   1.129&   3.362&   4.714&  50.82 " 230.2  " 522.7  " 165.3  " 240.7  "  29.45 $   9.086$    11
          12      2.306&   0.900&   1.123&   3.155&   4.861&  44.56 " 469.1  " 484.0  " 150.6  " 217.8  "  27.79 $   8.423$    12
          13      2.131&   0.834&   1.084&   3.073&   5.560&  40.54 " 662.3  " 413.8  " 136.4  " 177.1  "  26.71 $   7.934$    13
          14      2.013&   0.777&   1.093&   3.467&   5.318&  37.38 $ 747.6  " 360.5  " 125.4  " 144.8  "  25.00 $   7.340$    14
          15      1.886&   0.780&   1.031&   9.581&   5.633&  34.51 $ 709.5  " 307.6  " 114.2  " 126.0  "  24.89 $   6.886$    15
          16      1.710&   0.748&   0.990&  15.02 $   5.934&  35.96 $ 653.0  " 303.0  " 121.4  " 107.3  "  46.20 $   6.334&    16
          17      1.534&   0.724&   0.974&  13.16 $   5.560&  45.44 " 623.1  " 363.8  " 265.1  "  96.05 " 243.3  "   5.846&    17
          18      1.513&   0.796&   0.974&   9.563$  11.65 $  59.56 " 656.6  " 456.5  " 395.7  " 165.4  " 232.1  "   5.221&    18
          19      1.507&   0.895&   0.964&   7.624$  25.94 $  54.11 " 623.9  " 662.9  " 350.7  " 200.9  " 163.2  "   4.659&    19
          20      1.457&   0.970&   1.114&   7.497$  39.71 $  54.59 " 717.5  " 731.4  " 307.0  " 257.9  " 141.8  "   4.213&    20
          21      1.362&   1.039&   1.288&   8.713$  94.27 "  61.77 " 696.7  " 770.2  " 378.3  " 482.8  "  96.08 "   3.884&    21
          22      1.347&   1.118&   1.327&  10.96 $  77.52 "  60.73 " 640.3  " 690.3  " 485.7  " 497.7  "  73.03 "   3.383&    22
          23      1.337&   1.126&   2.028&  11.34 $  80.38 "  65.85 " 557.0  " 604.2  " 545.0  " 410.1  "  62.65 "   3.033&    23
          24      1.415&   1.078&   1.762&   8.558$  96.35 " 139.4  " 496.3  " 710.0  " 423.2  " 324.4  "  54.82 "   2.877&    24
          25      1.414&   1.256&   1.509&   6.789& 137.4  " 146.3  " 407.6  "1032    " 303.8  " 261.3  "  47.76 "   2.641&    25
          26      1.405&   1.514&   1.432&   5.663& 157.6  " 123.9  " 345.5  "1061    " 453.2  " 191.7  "  40.70 $   2.488&    26
          27      1.255&   1.461&   1.478&   5.035& 130.6  " 171.4  " 514.8  " 964.1  " 594.0  " 157.6  "  34.89 $   2.496&    27
          28      1.175&   1.337&   1.412&   6.055&  99.44 " 150.2  " 761.4  " 827.0  " 554.0  " 136.6  "  31.13 $   2.584&    28
          29      1.101&            1.421&   5.901&  86.71 " 156.1  "1111    " 715.6  " 434.0  " 121.3  "  27.64 $   2.507&    29
          30      1.086&            1.380&   5.987&  80.51 " 152.6  "1724    " 624.4  " 324.6  " 109.0  "  23.78 $   2.498&    30
          31      1.046&            1.343&          109.6  "         2146    " 535.0  "           93.36 "            2.447&    31

          Mean    1.783&   1.004&   1.227&   7.987&  42.61 &  85.40 $ 552.7  " 759.4  " 321.4  " 206.6  "  65.99 $   7.488&
        Median    1.710&   0.973&   1.129&   7.030&   6.857&  65.59 $ 514.8  " 671.3  " 315.8  " 191.7  "  46.72 $   6.334&
       Maximum    2.447&   1.514&   2.028&  19.11 & 157.6  & 171.4  $2146    "1985    " 594.0  " 497.7  " 243.3  $  20.78 &
       Minimum    1.046&   0.724&   0.964&   2.513&   4.389&  34.51 $ 108.7  " 303.0  " 114.2  "  93.36 "  23.78 $   2.447&
         Total    55.27&   28.11&   38.02&  239.6 & 1321   & 2562   $17133   "23541   " 9643   " 6405   " 1980   $  232.1 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    173.1  &                " ... Relative Uncertainty +/-10%
 Ann. Median     35.96 &                $ ... Relative Uncertainty +/-20%
Annual Total   63177   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily    2146    &      0.724&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1976
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.385&   1.673&  10.39 &   1.846&  16.14 $ 466.0  " 169.6  " 534.6  " 293.9  " 148.6  " 196.2  " 159.8  "     1
           2      2.356&   1.644&  61.39 "   1.770&  16.68 $ 319.6  " 242.7  " 403.7  " 266.3  " 187.9  " 149.1  " 107.0  "     2
           3      2.689&   1.597&  33.09 $   1.837&  16.79 $ 276.7  " 299.1  " 300.6  " 266.8  " 353.2  " 118.7  "  72.89 "     3
           4      2.488&   1.678&  22.07 $   1.866&  14.32 $ 222.2  " 329.1  " 342.6  " 619.6  " 663.9  "  96.18 "  57.79 "     4
           5      2.300&   1.566&  15.77 $   1.809&  12.55 $ 170.0  " 433.2  " 456.4  " 623.5  " 578.1  "  79.67 "  48.10 "     5
           6      2.565&   1.497&  12.10 $   1.729&  12.67 $ 134.7  " 328.4  " 400.4  " 758.2  " 414.3  "  68.39 "  41.52 "     6
           7     16.92 &   1.588&   9.369$   1.841&  14.94 $ 110.4  " 246.3  " 454.3  " 614.1  " 315.1  "  65.54 "  38.01 $     7
           8     23.92 $   1.471&   7.609$   1.815&  13.58 $  97.25 " 194.2  " 713.6  " 593.2  " 236.2  "  62.58 "  36.52 $     8
           9     23.84 $   1.397&   6.302&   1.633&  12.32 $  83.27 " 201.8  " 835.0  " 437.8  " 285.1  "  60.36 "  34.75 $     9
          10     17.24 $   1.316&   5.288&   1.537&  13.62 $  72.36 " 293.7  " 732.7  " 325.0  " 356.9  "  85.40 "  32.16 $    10
          11     13.01 $   1.289&   4.566&   1.854&  13.97 $  63.33 " 233.3  " 629.7  " 260.9  " 302.6  " 131.3  "  30.38 $    11
          12     10.35 $   1.348&   4.090&   9.839&  12.61 $  56.18 " 190.8  " 508.6  " 219.3  " 254.1  " 606.4  "  27.53 $    12
          13      8.197$   1.547&   3.644&  10.75 $  11.75 $  50.67 " 157.8  " 461.6  " 186.8  " 195.1  "1159    "  24.74 $    13
          14      9.896$   1.448&   3.198&  16.91 $  11.48 $  46.25 " 126.7  " 447.0  " 158.3  " 153.6  "1272    "  22.68 $    14
          15     15.35 $   1.313&   2.750&  32.62 $  19.56 $  42.85 " 100.2  " 522.4  " 139.8  " 121.8  " 935.6  "  20.72 $    15
          16     14.71 $   1.489&   2.557&  49.08 "  30.00 $  40.14 "  83.57 " 697.2  " 120.9  "  98.39 " 607.9  "  18.80 $    16
          17     11.90 $   1.729&   2.614&  34.74 $  28.57 $  37.63 $  72.73 " 600.8  " 106.2  "  89.09 " 391.9  "  17.15 $    17
          18      9.559$   1.757&   2.439&  35.19 $  23.10 $  35.07 $  64.83 " 504.6  " 190.3  " 206.2  " 263.0  "  15.76 $    18
          19      7.902$   1.945&   2.289&  56.51 "  22.53 $  33.60 $  59.01 " 555.8  " 266.6  "1579    " 185.6  "  14.29 $    19
          20      6.735$   1.996&   2.242&  62.29 "  49.91 $  32.99 $  55.36 " 593.5  " 274.9  "1645    " 138.8  "  13.12 $    20
          21      5.736&   2.274&   2.225&  56.61 "  94.10 "  40.06 $  62.41 " 781.4  " 213.4  " 985.1  " 104.7  "  12.95 $    21
          22      4.983&   2.352&   2.097&  46.00 "  77.93 " 246.6  "  73.21 " 745.6  " 159.7  " 814.3  "  84.04 "  13.99 $    22
          23      4.269&   2.490&   1.957&  44.52 "  80.89 " 539.7  "  73.74 " 579.5  " 120.0  " 614.0  "  70.49 "  14.35 $    23
          24      3.700&   2.491&   1.817&  38.59 $  89.20 " 528.4  " 319.5  " 448.2  "  95.59 " 475.9  "  59.73 "  14.21 $    24
          25      3.170&   2.446&   1.790&  32.15 $  75.98 " 522.1  " 478.2  " 359.6  "  81.33 " 747.4  "  51.50 "  13.35 $    25
          26      2.805&   2.334&   1.683&  25.46 $  69.95 " 438.8  " 495.3  " 288.5  "  77.83 " 677.2  "  45.64 "  12.02 $    26
          27      2.650&  11.62 &   1.779&  20.81 $  56.55 " 336.1  " 837.0  " 242.3  "  79.12 " 465.6  "  43.59 "  11.19 $    27
          28      2.456&   8.026&   2.076&  17.76 $  46.35 " 255.0  " 785.4  " 230.1  "  76.69 " 321.9  " 214.3  "  10.13 $    28
          29      2.167&   5.397&   1.907&  16.63 $  81.11 " 212.9  " 756.2  " 251.5  "  71.75 " 263.4  " 223.1  "   9.737$    29
          30      2.048&            1.821&  16.40 $ 180.5  " 177.8  " 759.6  " 238.1  "  82.76 " 232.5  " 166.3  "   9.145$    30
          31      1.856&            1.819&          281.5  "          669.8  " 253.5  "          198.5  "            8.761$    31

          Mean    7.746&   2.439&   7.572&  21.41 &  48.42 $ 189.6  $ 296.5  " 487.5  " 259.4  " 451.0  " 257.9  "  31.08 $
        Median    4.983&   1.673&   2.614&  16.77 &  22.53 $ 122.6  $ 233.3  " 461.6  " 201.9  " 315.1  " 125.0  "  18.80 $
       Maximum   23.92 &  11.62 &  61.39 &  62.29 & 281.5  $ 539.7  $ 837.0  " 835.0  " 758.2  "1645    "1272    " 159.8  $
       Minimum    1.856&   1.289&   1.683&   1.537&  11.48 $  32.99 $  55.36 " 230.1  "  71.75 "  89.09 "  43.59 "   8.761$
         Total   240.1 &   70.72&  234.7 &  642.4 & 1501   $ 5689   $ 9193   "15114   " 7781   "13980   " 7737   "  963.6 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    172.5  &                " ... Relative Uncertainty +/-10%
 Ann. Median     58.40 &                $ ... Relative Uncertainty +/-20%
Annual Total   63145   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily    1645    &      1.289&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1977
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      8.000$   2.327&   1.671&   3.191&   6.308& 127.9  " 128.4  " 250.9  " 359.4  " 339.6  "1798    "  51.93 "     1
           2      7.441$   2.247&   1.656&   4.613&   5.869&  93.72 " 135.6  " 517.7  " 287.6  " 438.9  "1448    "  48.23 "     2
           3      6.967$   2.175&   1.741&   4.409&   6.668&  74.49 " 150.1  " 629.6  " 256.6  " 896.0  "1131    "  43.06 "     3
           4      6.395&   2.194&   2.077&   4.217&   6.551$  61.66 " 152.4  " 835.2  " 258.9  "1109    " 835.3  "  39.45 $     4
           5      5.959&   2.133&   2.099&   3.988&   6.299$  62.22 " 166.9  " 892.0  " 240.1  " 862.6  " 631.3  "  35.38 $     5
           6      5.293&   2.030&   1.900&   3.518&   6.916$  71.29 " 147.1  "1871    " 209.8  " 555.9  " 470.0  "  31.56 $     6
           7      4.818&   1.949&   1.922&   3.328&   9.750$  65.32 " 124.7  "1925    " 312.9  " 386.4  " 346.0  "  28.34 $     7
           8      4.529&   1.928&   1.930&   3.253&   9.275$ 110.1  " 112.9  "1879    " 498.8  " 457.5  " 269.4  "  25.80 $     8
           9      3.991&   1.892&   2.014&   3.248&   8.244$  89.67 " 131.4  "1564    " 494.3  " 586.1  " 222.5  "  23.32 $     9
          10      3.640&   1.747&   2.006&   3.327&   7.500$  70.50 " 127.7  "2105    " 473.7  " 563.5  " 185.7  "  21.15 $    10
          11      4.045&   1.826&   1.869&   3.809&   7.366$  60.21 " 117.1  "3139    " 456.6  " 499.3  " 156.2  "  19.41 $    11
          12      4.478&   1.790&   1.759&   3.885&   7.081$  52.95 " 112.2  "3440    " 375.6  "1292    " 134.6  "  17.16 $    12
          13      4.622&   1.803&   1.703&   3.778&   6.887$  49.61 " 101.7  "3071    " 295.7  "1807    " 118.3  "  15.84 $    13
          14      4.262&   2.026&   1.727&   3.832&   6.604& 114.7  "  92.52 "2348    " 226.0  "1894    "  99.69 "  14.78 $    14
          15      4.185&   2.083&   1.730&   3.904&   7.350& 285.5  "  82.66 "1743    " 184.9  "1552    "  85.42 "  14.06 $    15
          16      4.033&   2.106&   1.754&   3.968&  11.50 $ 240.4  "  73.66 "1297    " 199.7  "1185    "  76.76 "  13.28 $    16
          17      3.932&   2.116&   1.721&   4.067&  13.31 $ 480.6  " 141.4  " 974.6  " 220.4  " 870.9  "  70.64 "  12.90 $    17
          18      4.210&   2.024&   1.808&   4.234&  17.81 $ 410.0  " 295.2  " 816.9  " 206.2  " 639.8  "  64.89 "  12.69 $    18
          19      5.278&   2.056&   1.778&   4.097&  16.99 $ 474.7  " 407.7  "1000    " 165.1  " 472.2  "  58.61 "  12.24 $    19
          20      5.504&   2.229&   1.699&   4.065&  13.36 $ 463.6  " 697.8  "1379    " 142.2  " 345.7  "  53.57 "  11.57 $    20
          21      5.283&   2.166&   1.814&   4.203&  14.70 $ 383.6  "1130    "1288    " 189.4  " 266.7  "  49.16 "  10.73 $    21
          22      4.752&   2.159&   2.320&   4.299&  36.03 $ 423.4  "1123    "1143    " 343.2  " 217.1  "  44.92 "  14.60 $    22
          23      4.207&   2.211&   2.072&   4.267&  43.49 $ 313.5  "1245    " 957.0  " 390.2  " 178.3  "  42.72 "  21.30 $    23
          24      3.924&   2.047&   2.631&   4.213&  44.28 $ 230.6  "1060    " 740.4  " 399.5  " 147.6  " 105.7  "  23.45 $    24
          25      3.427&   1.965&   2.533&   4.070& 203.9  " 185.2  " 822.8  " 657.3  " 363.8  " 120.8  "  95.20 "  19.93 $    25
          26      3.239&   1.995&   2.417&   3.983& 188.0  " 163.9  " 648.2  " 615.5  " 318.4  "  99.52 "  77.73 "  16.12 $    26
          27      2.718&   1.919&   2.275&   6.194& 149.2  " 162.6  " 472.2  " 519.6  " 281.1  " 178.2  "  67.44 "  13.52 $    27
          28      2.480&   1.839&   2.260&   6.668$ 206.8  " 138.9  " 352.3  " 477.6  " 316.3  " 890.4  "  72.40 "  12.63 $    28
          29      2.460&            2.581&   7.503$ 214.3  " 149.7  " 286.4  " 602.6  " 363.9  "1342    "  69.86 "  11.63 $    29
          30      2.334&            2.842&   7.106$ 177.9  " 144.6  " 285.1  " 661.4  " 372.9  "1468    "  59.09 "  11.37 $    30
          31      2.360&            2.909&          164.8  "          251.0  " 465.1  "         2040    "           11.54 $    31

          Mean    4.476&   2.035&   2.039&   4.308&  52.42 & 191.8  " 360.5  "1284    " 306.8  " 764.6  " 298.0  "  21.26 $
        Median    4.210&   2.038&   1.922&   4.066&  11.50 & 141.7  " 152.4  " 974.6  " 304.3  " 563.5  "  97.44 "  16.12 $
       Maximum    8.000&   2.327&   2.909&   7.503& 214.3  & 480.6  "1245    "3440    " 498.8  "2040    "1798    "  51.93 $
       Minimum    2.334&   1.747&   1.656&   3.191&   5.869&  49.61 "  73.66 " 250.9  " 142.2  "  99.52 "  42.72 "  10.73 $
         Total   138.8 &   56.98&   63.22&  129.2 & 1625   & 5755   "11175   "39807   " 9203   "23703   " 8940   "  659.0 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    277.4  &                " ... Relative Uncertainty +/-10%
 Ann. Median     59.09 &                $ ... Relative Uncertainty +/-20%
Annual Total   101255  &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily    3440    &      1.656&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1978
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     11.59 $   3.792&   2.934&   1.713$   9.124$ 106.7  "5180    "1847    " 351.8  "2652    "  48.39 "  18.68 #     1
           2     11.67 $   3.514&   2.618&   1.580$   7.875$  90.16 "5693    "1500    " 353.7  "3328    "  44.60 "  26.12 #     2
           3     11.48 $   3.258&   2.492&   1.604$   7.608$ 143.6  "4442    "1304    " 560.3  "2963    "  52.51 "  29.95 #     3
           4     11.65 $   3.014&   2.470&   1.638$   7.881$ 106.8  "3103    "1076    " 796.2  "2537    "  74.59 "  27.33 #     4
           5     11.14 $   3.030&   2.352&   2.651$   7.151$  92.43 "2009    "1183    " 690.7  "2079    "  62.72 "  24.95 #     5
           6     10.04 $   2.833&   2.275&   2.490$   5.974$ 297.3  "1345    "1281    " 571.7  "1611    "  58.61 "  20.73 #     6
           7      9.412$   2.600&   2.217&   1.748$   7.093$ 377.7  " 981.6  "1227    " 473.7  "1196    "  95.85 "  17.16 #     7
           8      9.949$   2.438&   2.147&   1.449$   9.005$ 287.3  " 785.5  "1024    " 396.8  " 890.0  "  89.95 "  14.98 #     8
           9      9.180$   2.284&   2.036&   1.367$  11.70 $ 702.4  " 632.7  " 855.1  " 398.1  " 691.1  "  69.98 "  14.43 #     9
          10      8.497$   2.173&   1.938&   1.354$  11.97 # 801.5  " 511.2  " 733.4  " 728.2  " 535.3  "  57.84 "  14.08 #    10
          11      7.812$   2.069&   1.896&   1.408$   9.838$ 446.6  " 432.2  " 668.0  "1617    " 436.4  "  49.00 "  13.70 #    11
          12      7.933$   2.008&   1.798&   2.164$   9.813$ 364.5  " 405.7  " 668.7  "2285    " 376.0  "  43.11 "  13.02 #    12
          13      8.089$   1.948&   8.545&   1.500$   9.117$ 294.8  " 391.4  " 585.5  "1937    " 325.5  "  38.40 "  12.26 #    13
          14      7.779$   1.909&   1.716$   1.683$   8.559$ 245.2  " 762.3  " 505.3  "1427    " 276.3  "  35.27 "  12.89 #    14
          15      7.253$   1.755&   1.684$   4.652$   9.189$ 280.2  " 755.3  " 447.7  "1057    " 236.5  "  33.06 "  19.02 #    15
          16      7.195$   1.674&   1.651$  12.68 $  12.60 # 290.7  " 996.7  " 399.3  " 936.1  " 201.8  "  30.88 #  30.73 #    16
          17      7.139$   1.548&   1.598$  10.12 $  14.60 # 212.6  " 922.1  " 356.1  " 841.3  " 170.2  "  28.80 #  23.22 #    17
          18      7.015$   3.266&   1.727$   8.038$  12.71 # 182.3  " 841.1  " 317.1  " 808.5  " 146.1  "  26.96 #  16.89 #    18
          19      6.491$   3.290&   2.121$   6.872$  13.47 # 162.2  " 870.4  " 288.9  "1037    " 126.2  "  25.45 #  14.11 #    19
          20      6.094&   3.901&   1.773$   5.135$  18.75 # 158.3  "2254    " 259.3  "2498    " 108.8  "  23.65 #  12.72 #    20
          21      5.896&   2.817&   1.744$   4.775$  23.09 # 209.0  "6138    " 233.5  "2943    "  96.40 "  21.83 #  11.94 #    21
          22      5.425&   2.164&   1.626$   4.442$  29.19 # 443.2  "8284    " 211.4  "2496    "  88.45 "  19.95 #  15.18 #    22
          23      5.243&   1.915&   1.452$   3.554$  32.92 # 439.1  "7478    " 199.6  "1950    "  80.77 "  18.43 #  19.84 #    23
          24      5.090&   2.091&   1.397$   3.123$  33.72 # 387.8  "6124    " 947.4  "1664    "  75.50 "  18.27 #  18.05 #    24
          25      4.833&   2.797&   1.499$   2.911$  32.99 # 866.0  "6416    "1051    "1842    "  71.14 "  24.63 #  15.94 #    25
          26      4.572&   3.167&   1.402$   2.717$  79.17 " 953.4  "5500    " 946.4  "1535    "  74.39 "  29.34 #  14.12 #    26
          27      4.402&   3.742&   1.373$   2.779$ 122.8  " 857.0  "4689    " 826.5  "1212    "  79.50 "  24.39 #  12.79 #    27
          28      4.256&   3.189&   1.600$   2.689$ 120.9  " 595.0  "3594    " 684.2  " 955.6  "  70.87 "  20.93 #  11.71 #    28
          29      4.049&            1.487$   3.171$ 129.4  "2068    "2712    " 571.0  " 757.4  "  65.08 "  19.46 #  10.62 $    29
          30      3.933&            1.529$   9.640$  96.84 "5054    "2063    " 484.0  " 832.6  "  58.92 "  18.24 #   9.671$    30
          31      3.859&            1.611$           97.29 "         2266    " 407.0  "           53.15 "            8.968$    31

          Mean    7.386&   2.650&   2.087&   3.721$  32.33 $ 583.8  "2857    " 744.8  "1198    " 700.0  "  40.17 #  16.96 $
        Median    7.195&   2.699&   1.744&   2.703$  12.60 $ 296.1  "2063    " 668.7  " 945.9  " 201.8  "  31.97 #  14.98 $
       Maximum   11.67 &   3.901&   8.545&  12.68 $ 129.4  $5054    "8284    "1847    "2943    "3328    "  95.85 #  30.73 $
       Minimum    3.859&   1.548&   1.373&   1.354$   5.974$  90.16 " 391.4  " 199.6  " 351.8  "  53.15 "  18.24 #   8.968$
         Total   229.0 &   74.19&   64.71&  111.6 $ 1002   $17515   "88580   "23089   "35951   "21700   " 1205   #  525.8 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    520.7  &                " ... Relative Uncertainty +/-10%
 Ann. Median     28.80 &                # ... Relative Uncertainty +/-15%
Annual Total   190049  &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    8284    &      1.354&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1979
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      8.472$   4.959$   9.866$   8.718$   7.749$  42.60 " 393.1  " 355.7  " 279.9  " 469.3  "  62.26 "  34.23 "     1
           2      8.091$   4.720$   8.157$   8.181$  10.44 $  52.96 " 298.4  " 308.5  " 244.2  " 547.9  "  63.63 "  31.02 #     2
           3      7.919$   4.663$   7.085$   7.394$  14.90 # 132.9  " 254.8  " 264.8  " 281.3  " 530.1  "  60.01 "  28.03 #     3
           4      7.863$   4.578$   6.281$   6.995$  14.44 # 268.5  " 200.7  " 320.0  " 317.9  " 485.4  "  53.56 "  25.75 #     4
           5      7.578$   4.016$   5.487$   6.335$  11.94 # 177.1  " 159.7  "1122    " 353.1  " 499.7  "  47.98 "  23.45 #     5
           6      7.264$   3.524$   4.690$   6.060$  10.59 $ 135.2  " 226.1  "1117    " 388.9  " 433.6  "  44.11 "  22.55 #     6
           7      7.234$   3.350$   4.218$   5.780$  10.16 $ 107.5  " 552.4  "1457    " 380.3  " 378.4  "  44.29 "  22.33 #     7
           8      6.715$   3.253$   3.945$   5.902$   9.481$  89.37 " 351.2  "1288    " 354.8  " 312.3  "  72.31 "  21.05 #     8
           9      6.765$   3.222$   3.609$   5.757$   8.695$  88.48 " 346.7  " 991.1  " 598.9  " 334.9  " 189.3  "  19.18 #     9
          10      6.582$   3.047$   3.392$   5.381$   8.265$  76.82 " 338.3  " 854.6  " 986.1  " 411.3  " 777.5  "  17.90 #    10
          11      6.431$   3.172$   3.905$   5.106$   7.802$  75.18 " 343.2  " 692.7  " 898.8  " 717.6  " 893.6  "  16.62 #    11
          12      8.571$   3.406$   4.441$   4.816$   7.758$  77.17 " 304.2  " 539.3  " 701.7  " 859.3  " 833.9  "  16.26 #    12
          13     10.26 $   3.569$   5.020$   4.690$   7.631$  69.57 " 489.2  " 426.7  " 564.6  " 905.6  " 722.4  "  16.74 #    13
          14     10.37 $   3.728$   5.970$   4.789$   7.406$  65.31 " 568.6  " 365.9  " 485.8  " 772.6  " 610.4  "  16.63 #    14
          15      9.148$   4.185$   6.158$   4.875$   6.905$  58.96 " 875.0  " 322.4  " 391.8  " 557.9  " 523.1  "  15.43 #    15
          16      8.352$   4.460$   5.705$   4.720$   6.560$  58.23 " 758.2  " 278.8  " 349.3  " 418.1  " 371.6  "  14.32 #    16
          17      7.901$   4.320$   5.190$   4.549$   6.989$  78.83 " 663.2  " 297.5  " 300.2  " 330.8  " 269.4  "  13.27 #    17
          18      7.339$   3.938$   4.856$   5.401$   6.722$  68.01 " 592.3  " 404.2  " 249.4  " 256.5  " 216.3  "  12.18 #    18
          19      7.954$   3.643$   4.778$   7.051$   7.539$  56.16 " 568.0  " 738.3  " 203.8  " 201.1  " 182.8  "  11.57 #    19
          20      7.716$   3.370$   5.021$   9.426$  10.44 $  58.00 " 740.9  " 763.7  " 174.5  " 230.2  " 146.2  "  10.96 #    20
          21      8.360$   3.546$   5.076$  11.53 #  48.93 #  66.29 " 796.3  " 709.1  " 165.2  " 679.0  " 122.4  "  10.18 $    21
          22      8.181$   3.613$   5.520$  11.46 #  67.69 "  60.74 " 899.5  " 582.5  " 213.5  " 478.6  " 117.6  "   9.492$    22
          23      6.208$   3.234$   5.311$   9.948$  45.63 "  77.16 " 937.9  " 459.4  " 271.9  " 375.4  " 114.1  "   9.149$    23
          24      5.174$   3.077$   4.992$   8.831$  94.12 " 103.1  " 771.0  " 390.3  " 343.8  " 260.0  " 104.5  "   8.739$    24
          25      4.585$   3.554$   4.561$   7.793$  51.26 "  97.53 " 602.0  " 485.0  " 711.1  " 179.6  "  87.14 "   8.268$    25
          26      4.471$  11.82 $   5.108$   7.189$  39.14 " 101.1  " 566.2  " 503.7  "1026    " 139.5  "  68.46 "   8.252$    26
          27      4.220$  15.14 #   8.078$   6.588$  32.55 # 123.1  " 521.2  " 400.7  "1018    " 116.5  "  57.54 "   8.012$    27
          28      4.393$  12.10 #  13.78 $   5.964$  98.50 " 117.6  " 438.2  " 367.3  " 866.8  "  96.53 "  48.80 "   7.731$    28
          29      4.381$           13.01 #   5.562$  74.66 " 140.7  " 437.9  " 349.7  " 682.2  "  80.46 "  43.04 "   7.270$    29
          30      4.255$           11.59 #   6.172$  57.25 " 207.0  " 403.5  " 348.4  " 559.4  "  68.79 "  38.16 "   7.187$    30
          31      5.049$           10.09 $           47.49 "          371.4  " 353.6  "           62.64 "            7.401$    31

          Mean    7.026$   4.757$   6.287$   6.766$  27.08 $  97.71 " 508.7  " 576.0  " 478.8  " 393.2  " 232.9  "  15.52 $
        Median    7.339$   3.628$   5.190$   6.116$  10.44 $  78.00 " 489.2  " 426.7  " 367.6  " 378.4  " 109.3  "  14.32 $
       Maximum   10.37 $  15.14 $  13.78 $  11.53 $  98.50 $ 268.5  " 937.9  "1457    "1026    " 905.6  " 893.6  "  34.23 $
       Minimum    4.220$   3.047$   3.392$   4.549$   6.560$  42.60 " 159.7  " 264.8  " 165.2  "  62.64 "  38.16 "   7.187$
         Total   217.8 $  133.2 $  194.9 $  203.0 $  839.6 $ 2931   "15769   "17857   "14363   "12190   " 6987   "  481.1 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    197.7  $                " ... Relative Uncertainty +/-10%
 Ann. Median     48.93 $                # ... Relative Uncertainty +/-15%
Annual Total   72166   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    1457    $      3.047$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1980
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      6.990$   2.672$   3.154#   1.932#   7.134#  12.79 # 108.9  " 295.6  " 365.6    157.8  " 244.0  "  43.37 #     1
           2      6.786$   2.719$   2.799#   1.838#   6.739#  13.04 #  85.78 " 247.9  " 335.3    209.2  " 209.5  "  44.36 "     2
           3      6.358$   2.677$   2.328#   4.308#   6.381#  14.70 #  93.49 " 224.2  " 306.2  " 195.5  " 261.2  !  41.66 #     3
           4      6.069$   2.597$   2.130#   5.807#   6.127#  16.30 #  94.40 " 200.3  " 280.2  " 203.1  " 284.7  !  36.76 #     4
           5      5.671$   2.522$   2.200#   6.385#   6.446#  19.12 #  92.65 " 186.0  " 246.8  " 348.4  " 301.6  !  32.91 #     5
           6      5.891$   2.332$   2.361#   4.795#  11.83 #  22.57 #  74.01 " 187.2  " 248.7  " 362.1    250.8  !  29.36 #     6
           7      5.887$   2.071$   2.350#   3.401#  16.73 #  28.04 #  62.16 " 169.2  " 221.4  " 389.6    181.3  "  26.13 #     7
           8      5.636$   1.997$   2.321#   2.987#  14.02 #  43.11 #  56.19 " 154.1  " 194.5  " 338.5  " 140.1  "  22.79 #     8
           9      5.483$   1.844$   2.398#   3.809#  14.18 #  36.76 #  52.41 " 458.0  " 170.7  " 269.1  " 113.9  "  20.00 #     9
          10      5.370$   1.935$   2.249#   4.676#  17.46 #  26.74 #  91.88 " 671.0    148.8  " 210.2  "  92.65 "  17.73 #    10
          11      4.812$   2.387$   2.100#   4.905#  15.59 #  26.13 # 139.5  " 782.4    134.5  " 159.2  "  76.44 "  16.21 #    11
          12      4.579$   2.854#   1.942#   3.998#  13.46 #  24.52 # 412.9  " 911.5    119.5  " 129.7  "  64.29 "  14.92 #    12
          13      4.575$   2.594#   1.939#   3.687#  12.85 #  24.17 # 896.3    780.9    106.6  " 110.2  "  55.39 "  13.74 #    13
          14      4.757$   2.932#   2.006#   4.007#  11.98 #  34.14 # 563.8    636.6    108.3  "  93.70 "  48.43 "  12.73 #    14
          15      4.376$   3.113#   2.005#   4.020#  11.32 #  51.65 " 642.3    494.0    113.8  "  83.90 "  43.46 #  11.64 #    15
          16      4.455$   2.997#   1.932#   4.431#  10.72 #  48.12 " 820.8    340.4  " 152.7  " 260.3  "  40.01 #  10.64 #    16
          17      4.170$   2.807#   1.596#   6.711#   9.964#  40.92 # 796.1    264.1  " 271.1  " 567.9     39.37 #   9.923#    17
          18      3.808$   2.930#   1.692#   7.125#   9.592#  32.24 # 825.1    637.5  " 324.8  " 719.0     40.74 #   9.275#    18
          19      3.548$   3.379#   1.831#   6.476#   9.073#  33.07 # 723.6    841.1    311.2  " 614.7     36.90 #   8.801#    19
          20      3.391$   3.659#   1.885#   7.311#   8.856#  30.92 # 535.4    847.0    255.0  " 444.3     32.75 #   8.701#    20
          21      3.164$   3.662#   2.021#  14.95 #   9.431#  29.66 # 397.5    990.2    206.1  " 531.0     30.70 #   9.029#    21
          22      3.172$   3.736#   1.851#  27.45 #  13.65 #  31.85 # 305.0  "1173      176.3  " 775.1     29.01 #   8.823#    22
          23      2.986$   3.587#   2.593#  26.74 #  15.83 #  38.93 # 232.1  "1032      178.6  " 820.9     27.34 #   8.296#    23
          24      2.950$   3.192#   2.143#  22.25 #  14.90 #  35.59 # 213.0  " 802.1    184.4  " 702.3     25.46 #   7.457#    24
          25      2.726$   4.450#   1.986#  15.95 #  14.24 #  42.38 # 183.2  " 605.9    192.2  " 624.5     24.75 #   6.871#    25
          26      2.566$   4.420#   1.729#  12.71 #  15.15 #  56.87 " 191.2  " 494.7    170.8  " 771.5     36.38 #   6.751#    26
          27      2.597$   4.489#   1.752#  10.47 #  15.62 #  87.61 " 327.8  " 433.2    141.3  " 749.8     42.02 #   6.271#    27
          28      2.614$   4.294#   1.887#   9.464#  14.64 #  86.33 " 406.9    378.2    120.4  " 671.2     35.81 #   5.853#    28
          29      2.403$   3.762#   1.743#   8.356#  13.28 #  74.11 " 379.7    344.9    137.8  " 547.5     33.96 #   5.783#    29
          30      2.369$            1.721#   7.555#  12.65 # 125.5  " 332.8    400.1    135.4  " 419.3     36.75 #   6.507#    30
          31      2.709$            2.176#           12.67 #          308.0  " 392.8             321.6  "            7.020#    31

          Mean    4.286$   3.055$   2.091#   8.284#  12.02 #  39.60 # 336.9  " 528.3  " 202.0  " 412.9  "  95.99 !  16.46 #
        Median    4.376$   2.930$   2.006#   6.096#  12.67 #  32.65 # 305.0  " 458.0  " 181.5  " 362.1  "  42.74 !  10.64 #
       Maximum    6.990$   4.489$   3.154#  27.45 #  17.46 # 125.5  # 896.3  "1173    " 365.6  " 820.9  " 301.6  !  44.36 #
       Minimum    2.369$   1.844$   1.596#   1.838#   6.127#  12.79 #  52.41 " 154.1  " 106.6  "  83.90 "  24.75 !   5.783#
         Total   132.9 $   88.61$   64.82#  248.5 #  372.5 # 1188   #10445   "16376   " 6059   "12801   " 2880   !  510.3 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    139.8  !                ! ... Not reviewed / Quality not known
 Ann. Median     25.10 !                " ... Relative Uncertainty +/-10%
Annual Total   51167   !                # ... Relative Uncertainty +/-15%
                                        $ ... Relative Uncertainty +/-20%
                Maximum     Minimum
      Daily    1173    !      1.596!







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1981
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      6.354#   1.976#   1.641#   2.049#   6.391# 111.6  " 983.0   2232      666.1    241.5  "  41.75 #  50.72 "     1
           2      5.695#   2.262#   1.618#   1.999#   5.993# 148.4  " 856.9   2306      537.5    634.8     41.12 #  44.79 #     2
           3      5.209#   2.268#   1.584#   2.691#   5.431# 264.4  " 609.2   1863      450.3    783.3     42.52 #  40.17 #     3
           4      4.659#   1.962#   1.593#   3.649#   5.238# 205.8  " 469.6   1435      399.5    599.0     48.23 "  34.96 #     4
           5      4.417#   1.842#   1.718#   3.154#   5.042# 158.3  " 377.7   1181      387.9    425.6     41.70 #  30.84 #     5
           6      3.759#   1.987#   3.632#   4.589#   5.018# 130.9  " 315.7  "1035      360.9    316.2  "  39.75 #  27.08 #     6
           7      3.346#   1.993#   3.811#   7.015#   4.881# 170.7  " 271.6  "1137      345.8    239.5  "  38.33 #  23.49 #     7
           8      3.136#   2.084#   5.375#   7.110#   4.760# 346.4  " 227.1  "1320      490.9    182.8  "  36.61 #  20.60 #     8
           9      2.882#   2.000#   4.733#   6.292#   4.954# 389.3    194.5  "1449      565.0    145.8  "  33.89 #  18.48 #     9
          10      2.576#   1.916#   3.690#   6.042#   4.910# 389.3    187.4  "1736      590.5    122.4  "  32.44 #  17.29 #    10
          11      2.482#   1.829#   3.191#   9.211#   4.708# 346.0    171.0  "2559      592.2    104.2  "  30.59 #  16.13 #    11
          12      2.426#   2.018#   2.792#   8.931#   4.471# 391.7    177.7  "2902      499.2     91.46 "  29.30 #  14.83 #    12
          13      2.872#   1.834#   2.476#   7.329#   4.462# 393.3    155.1  "2591      395.9     85.49 "  27.92 #  13.68 #    13
          14      2.811#   2.114#   2.187#   5.790#   4.897# 312.9  " 137.5  "2454      329.9  "  77.97 "  28.91 #  12.84 #    14
          15      2.632#   2.143#   2.132#   4.385#   5.064# 267.0  " 124.7  "2774      290.5  "  69.97 "  29.46 #  11.81 #    15
          16      2.790#   1.978#   2.090#   3.192#   5.246# 208.3  " 124.2  "3534      251.2  "  64.40 "  26.69 #  11.01 #    16
          17      2.859#   2.032#   2.112#   2.522#   5.056# 182.9  " 135.4  "4121      221.1  "  58.97 "  23.72 #  10.22 #    17
          18      2.706#   2.303#   2.216#   3.788#   5.190# 166.8  " 238.1  "3543      203.3  "  57.33 "  21.62 #   9.650#    18
          19      2.502#   2.695#   2.300#   6.070#   4.868# 142.5  " 534.9   3176      183.7  "  52.45 "  19.79 #   9.288#    19
          20      2.308#   2.635#   2.146#   6.933#   4.171# 228.6  " 602.2   3189      199.8  "  48.61 "  18.83 #   9.106#    20
          21      2.261#   2.265#   2.251#   7.229#   4.375# 360.1    558.4   2874      247.8  "  45.71 "  17.75 #   8.616#    21
          22      2.178#   2.194#   2.173#   6.827#   5.687# 366.2    903.3   2449      294.9  "  43.41 #  17.21 #   8.128#    22
          23      2.057#   2.076#   1.987#   6.154#   7.487# 357.1   1368     1913      351.8     40.92 #  16.50 #   7.929#    23
          24      2.087#   2.116#   1.813#   5.595#   8.747# 295.4  "1580     1524      323.8  "  38.23 #  15.23 #   7.543#    24
          25      2.561#   1.906#   1.644#   4.926#  10.78 # 249.8  "1739     2169      292.5  "  36.10 #  16.30 #   7.181#    25
          26      2.508#   1.971#   1.682#   4.628#  31.04 # 228.3  "1613     2397      252.3  "  40.97 #  28.32 #   6.757#    26
          27      2.214#   1.912#   1.795#   4.335#  71.85 " 226.9  "1783     2247      209.7  "  56.88 "  45.13 #   6.977#    27
          28      2.277#   1.715#   1.794#   4.354# 108.1  " 281.8  "1698     1710      174.4  "  58.62 "  49.30 "   6.312#    28
          29      2.415#            1.674#   5.801# 149.1  " 433.3  "1482     1291      171.4  "  59.39 "  53.32 "   5.681#    29
          30      2.485#            1.604#   6.104# 114.3  " 804.0   1496     1021      186.6  "  56.28 "  50.75 "   6.323#    30
          31      2.231#            1.856#          126.1  "         1540      827.4              46.64 "            6.312#    31

          Mean    3.022#   2.072#   2.365#   5.290#  23.82 # 285.3  " 730.8  "2160      348.9  " 158.9  #  32.10 #  16.28 #
        Median    2.576#   2.009#   2.112#   5.692#   5.190# 265.7  " 534.9  "2232      326.8  "  64.40 #  30.03 #  11.01 #
       Maximum    6.354#   2.695#   5.375#   9.211# 149.1  # 804.0  "1783    "4121      666.1  " 783.3  #  53.32 #  50.72 #
       Minimum    2.057#   1.715#   1.584#   1.999#   4.171# 111.6  " 124.2  " 827.4    171.4  "  36.10 #  15.23 #   5.681#
         Total    93.69#   58.02#   73.31#  158.7 #  738.3 # 8558   "22655   "66957    10466   " 4925   #  963.0 #  504.7 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    318.2  #                " ... Relative Uncertainty +/-10%
 Ann. Median     28.32 #                # ... Relative Uncertainty +/-15%
Annual Total   116151  #

                Maximum     Minimum
      Daily    4121    #      1.584#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1982
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      6.325#  99.82 "   8.560#  16.60 #  12.30 #  73.65 " 253.9  " 358.3    158.2  " 129.4  "  18.19 #  13.32 #     1
           2      6.311#  71.88 "   8.175#  15.77 #  15.42 #  63.28 " 300.9  " 316.8  " 152.2  "  97.67 "  16.72 #   8.609#     2
           3      6.462#  52.01 "   7.723#  15.02 #  14.56 #  55.74 " 335.7  " 311.4  " 175.7  "  81.00 "  15.89 #  15.86 #     3
           4      6.535#  41.28 #   7.819#  14.76 #  14.11 #  51.73 " 375.9    308.9  " 188.0  " 112.0  "  16.17 #  19.51 #     4
           5      6.399#  33.92 #   8.418#  14.17 #  16.04 #  47.40 " 380.5    299.7  " 183.6  " 118.3  "  17.32 #  18.89 #     5
           6      6.762#  29.20 #   8.231#  13.46 #  16.91 #  44.81 " 449.4    247.8  " 159.5  "  99.91 "  19.40 #  15.78 #     6
           7      6.590#  25.39 #   7.971#  13.07 #  15.84 #  43.27 # 413.2    198.0  " 135.0  " 104.5  "  19.03 #  13.48 #     7
           8      6.411#  22.09 #   7.048#  12.61 #  15.92 #  46.09 " 382.2    186.2  " 118.7  " 150.2  "  16.80 #  11.44 #     8
           9      6.123#  19.61 #   6.404#  12.29 #  17.61 #  93.01 " 319.9  " 337.2  " 105.7  " 129.3  "  14.86 #   9.992#     9
          10      6.109#  17.30 #   6.156#  11.96 #  20.48 #  96.47 " 273.0  " 466.0     89.09 " 108.8  "  13.79 #   9.058#    10
          11      5.429#  15.61 #   6.129#  11.74 #  23.60 # 114.3  " 241.1  " 468.3     78.97 "  82.82 "  12.77 #   9.753#    11
          12      4.753#  14.31 #   5.841#  11.25 #  30.10 # 104.8  " 255.8  " 368.4     71.08 "  68.43 "  12.27 #   9.565#    12
          13      4.479#  13.48 #   5.541#  10.55 #  34.29 # 108.9  " 226.4  " 282.4  "  64.72 "  54.31 "  12.78 #   9.421#    13
          14      4.280#  14.01 #   5.326#  10.22 #  27.05 # 122.0  " 174.7  " 231.9  "  61.34 "  45.86 "  14.13 #   8.942#    14
          15      3.909#  14.86 #   5.276#  10.04 #  24.42 # 117.3  " 145.1  " 202.7  "  66.56 "  40.64 #  15.23 #   7.435#    15
          16      3.574#  14.07 #   5.337#   9.848#  22.02 # 186.9  " 224.2  " 168.8  "  73.09 "  36.54 #  13.84 #   6.871#    16
          17      3.413#  13.08 #   5.132#   9.640#  23.07 # 254.6  " 400.8    146.1  " 108.2  "  32.88 #  11.83 #   6.030#    17
          18      3.393#  12.68 #   4.921#   9.379#  28.57 # 299.6  " 469.5    122.9  " 114.3  "  30.51 #  10.67 #   5.196#    18
          19      3.326#  12.36 #   4.667#   9.199#  28.01 # 341.5  " 415.5    120.4  " 111.0  "  28.17 #   9.700#   5.129#    19
          20      3.344#  11.82 #   4.775#   9.045#  26.29 # 271.7  " 313.1  " 117.7  "  93.52 "  26.81 #   8.975#   4.580#    20
          21      6.732#  11.18 #  66.74 #   8.747#  25.17 # 222.3  " 252.0  " 107.8  "  80.39 "  25.80 #   8.252#   4.378#    21
          22     43.36 #  10.52 #  57.43 #   8.596#  22.71 # 154.7  " 257.6  " 104.6  "  89.47 "  23.35 #   8.316#   5.209#    22
          23     77.06 "  10.10 #  39.68 #   8.450#  21.40 # 117.6  " 286.1  " 256.9  " 142.9  "  21.37 #   8.233#   6.555#    23
          24     49.45 #   9.610#  33.90 #   8.706#  20.61 # 114.2  " 288.5  " 400.1    215.6  "  22.20 #   7.409#   8.029#    24
          25    757.7  "   9.472#  47.25 #   8.502#  20.44 # 212.2  " 265.6  " 478.8    310.3  "  25.08 #   7.306#   7.931#    25
          26   2036        9.380#  36.42 #   8.962#  22.62 # 311.7  " 229.1  " 395.8    420.5     27.08 #   8.176#   6.663#    26
          27   1208        9.021#  27.84 #   9.056#  60.97 # 346.0  " 353.7  " 302.7  " 435.5     24.25 #  25.04 #   5.445#    27
          28    714.5      8.903#  22.84 #   9.135#  70.40 " 264.8  " 522.0    227.0  " 370.3     22.41 #  29.87 #   4.638#    28
          29    416.4              21.99 #   8.733#  57.92 " 204.8  " 704.1    182.9  " 273.1  "  22.09 #  19.83 #   3.907#    29
          30    258.1  "           19.93 #   8.470#  72.64 " 172.8  " 724.6    176.7  " 182.0  "  21.67 #  16.32 #   3.633#    30
          31    152.4  "           17.99 #           87.42 "          514.8    162.4  "           19.91 #            4.077#    31

          Mean  187.9  #  22.39 #  16.82 #  10.93 #  29.32 # 155.3  # 346.7  " 259.9  " 161.0  "  59.14 #  14.30 #   8.688#
        Median    6.411#  14.04 #   7.971#   9.946#  22.71 # 117.5  # 313.1  " 247.8  " 126.9  "  36.54 #  13.98 #   7.931#
       Maximum 2036    #  99.82 #  66.74 #  16.60 #  87.42 # 346.0  # 724.6  " 478.8  " 435.5  " 150.2  #  29.87 #  19.51 #
       Minimum    3.326#   8.903#   4.667#   8.450#  12.30 #  43.27 # 145.1  " 104.6  "  61.34 "  19.91 #   7.306#   3.633#
         Total  5824   #  627.0 #  521.5 #  328.0 #  908.9 # 4658   #10749   " 8055   " 4829   " 1833   #  429.1 #  269.3 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    106.9  #                " ... Relative Uncertainty +/-10%
 Ann. Median     25.04 #                # ... Relative Uncertainty +/-15%
Annual Total   39033   #

                Maximum     Minimum
      Daily    2036    #      3.326#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1983
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.623#   1.520#   1.486#   1.273#   1.774#   3.267#  77.88 " 375.0    471.9  "  86.78 "  20.16 #  11.85 #     1
           2      3.459#   1.456#   1.281#   1.353#   1.949#   5.167# 129.1  " 411.2    499.7     77.59 "  18.67 #  12.38 #     2
           3      3.172#   1.544#   1.256#   1.811#   2.609#   5.382# 153.2  " 384.4    553.9     74.03 "  17.61 #  12.74 #     3
           4      2.890#   1.506#   1.303#   1.452#   2.385#   5.945# 138.5  " 335.3  " 960.8     64.07 "  16.99 #  12.83 #     4
           5      2.731#   1.583#   1.238#   1.318#   2.283#   5.323# 130.2  " 312.9  " 992.0     55.55 "  16.58 #  11.92 #     5
           6      2.544#   1.706#   1.188#   1.312#   2.167#   5.322# 101.4  " 252.1  "1254       64.68 "  16.30 #  11.07 #     6
           7      2.315#   2.530#   1.134#   1.409#   2.029#   5.518#  76.07 " 226.4  "1965      141.0  "  21.39 #   9.999#     7
           8      2.213#   2.382#   1.062#   1.401#   2.154#   5.377#  60.47 " 335.9  "1961      150.1  "  30.24 #   9.507#     8
           9      1.957#   1.806#   1.033#   1.882#   1.918#   5.330#  58.58 " 313.2  "2845      180.2  "  24.21 #   8.744#     9
          10      1.893#   2.563#   1.024#   2.150#   1.808#   4.450#  86.84 " 246.8  "2385      136.6  "  20.75 #   8.104#    10
          11      2.185#   2.452#   1.143#   2.087#   1.788#   4.652#  69.41 " 202.8  "1553      118.6  "  19.75 #   7.485#    11
          12      1.930#   2.204#   1.138#   1.828#   1.988#   7.259# 128.1  " 168.1  "1071      116.2  "  24.97 #   7.001#    12
          13      1.633#   1.974#   1.198#   1.667#   3.831#   8.086# 205.1  " 173.0  " 891.5    118.0  "  28.77 #   6.799#    13
          14      1.437#   1.815#   0.933$   1.547#   5.868#   6.932# 172.9  " 192.9  " 872.7    102.5  "  31.64 #   6.634#    14
          15      1.496#   2.187#   0.960$   1.481#   6.201#   5.818# 139.7  " 281.0  " 908.6     86.28 "  27.71 #   6.040#    15
          16      1.477#   3.465#   0.875$   1.436#   4.818#   5.019# 127.1  " 302.6  " 992.7     81.53 "  23.54 #   5.480#    16
          17      1.295#   2.989#   0.955#   1.436#   3.727#   5.028#  99.61 " 288.8  " 964.7    101.3  "  23.50 #   4.967#    17
          18      1.210#   3.174#   1.057#   1.353#   3.043#   9.208#  78.42 " 264.8  " 859.0    101.6  "  31.10 #   4.555#    18
          19      1.249#   2.911#   1.015#   1.333#   2.652#  15.04 #  64.34 " 223.4  " 680.6     87.54 "  28.29 #   4.165#    19
          20      1.267#   2.609#   0.971#   1.347#   2.488#  15.26 #  54.65 " 179.3  " 528.7     79.19 "  23.82 #   3.653#    20
          21      1.762#   2.477#   0.991#   1.687#   2.205#  24.05 #  52.09 " 156.0  " 410.2     70.52 "  22.00 #   3.518#    21
          22      1.398#   2.242#   0.984#   1.907#   2.601#  65.40 #  57.56 " 135.0  " 326.7  "  58.11 "  22.16 #   3.425#    22
          23      1.316#   1.824#   1.134#   2.078#   2.585#  70.05 "  51.85 " 146.7  " 272.9  "  47.73 "  20.13 #   3.258#    23
          24      1.372#   1.712#   1.225#   2.269#   2.382#  48.85 #  51.81 " 231.5  " 220.4  "  41.65 #  18.37 #   3.169#    24
          25      1.456#   2.200#   1.054#   2.464#   2.347#  37.52 #  69.50 " 308.1  " 178.3  "  37.51 #  17.37 #   3.170#    25
          26      1.327#   1.929#   0.924$   2.428#   2.441#  34.52 # 202.3  " 349.8    151.0  "  33.21 #  15.70 #   2.887#    26
          27      1.310#   1.936#   0.941$   2.245#   2.875#  34.05 # 190.9  " 498.6    197.2  "  30.91 #  14.15 #   2.881#    27
          28      1.265#   1.858#   0.830$   2.096#   3.013#  41.28 # 215.7  " 508.6    205.9  "  29.70 #  13.14 #   3.082#    28
          29      1.245#            0.909$   1.922#   3.061#  71.00 " 407.3  " 487.6    135.9  "  27.15 #  12.35 #   3.014#    29
          30      1.212#            0.986#   1.905#   3.433#  87.49 " 551.6    422.7    105.3  "  24.50 #  11.75 #   2.963#    30
          31      1.774#            1.066#            2.744#          508.9    401.2  "           22.02 #            4.884#    31

          Mean    1.852#   2.163#   1.074$   1.729#   2.812#  21.59 # 145.5  " 294.0  " 847.2  "  78.92 #  21.10 #   6.522#
        Median    1.496#   2.080#   1.054$   1.677#   2.488#   7.096# 101.4  " 288.8  " 769.8  "  77.59 #  20.45 #   5.480#
       Maximum    3.623#   3.465#   1.486$   2.464#   6.201#  87.49 # 551.6  " 508.6  "2845    " 180.2  #  31.64 #  12.83 #
       Minimum    1.210#   1.456#   0.830$   1.273#   1.774#   3.267#  51.81 " 135.0  " 105.3  "  22.02 #  11.75 #   2.881#
         Total    57.41#   60.55#   33.30$   51.88#   87.17#  647.6 # 4511   " 9115   "25415   " 2446   #  633.1 #  202.2 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    118.5  $                " ... Relative Uncertainty +/-10%
 Ann. Median      6.634$                # ... Relative Uncertainty +/-15%
Annual Total   43261   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    2845    $      0.830$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1984
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      5.838#   0.664$   0.964#   1.342#   2.066#  79.66 "  80.10 " 283.6  " 970.6    151.4  "  39.62 !  55.42 "     1
           2      5.754#   0.599$   0.953#   1.367#   2.441#  73.96 "  65.16 " 337.9  " 960.7    210.0  "  40.51 !  48.67 "     2
           3      5.452#   0.628$   0.902$   1.381#   2.569#  58.36 "  56.67 " 975.4   1139      250.9  "  41.41 !  43.53 #     3
           4      4.509#   0.678$   0.973$   1.266#   2.671#  46.41 "  51.94 "1628     1280      227.7  !  42.32 !  38.91 #     4
           5      3.819#   0.708$   0.998#   1.299#   2.146#  46.79 "  51.10 "1911     1644      210.4  !  43.37 !  34.16 #     5
           6      3.221#   0.678$   0.991#   1.166#   1.964#  84.26 " 163.2  "2077     1651      196.7  !  74.26 "  30.43 #     6
           7      2.841#   0.594$   1.040#   1.123#   2.157#  69.66 " 433.1   2243     1615      183.6  ! 117.1  "  27.37 #     7
           8      3.155#   0.534$   1.008#   1.084#   2.254#  78.63 " 497.3   2403     1738      171.0  ! 113.0  "  24.82 #     8
           9      5.093#   0.603$   1.032#   1.098#   4.161# 161.7  " 476.4   2391     2160      159.0  ! 133.8  "  26.51 #     9
          10      5.023#   0.850$   1.002#   1.192#   7.339# 162.7  " 408.8   2307     2784      147.5  ! 139.5  "  31.25 #    10
          11      4.327#   0.862$   1.111#   1.096#   8.076# 120.2  " 385.2   1892     2730      136.4  ! 118.2  "  29.57 #    11
          12      3.244#   0.728$   1.249#   0.972#   6.964#  97.14 " 380.7   1536     2613      125.7  ! 106.1  "  27.82 #    12
          13      2.852#   0.750$   1.177#   0.967#   5.743#  89.16 " 310.9  "1209     1904      115.7  !  79.28 "  26.89 #    13
          14      2.559#   0.753$   1.064#   1.041#   4.852#  68.78 " 229.1  " 943.4   1566      105.7  !  60.90 "  26.32 #    14
          15      2.321#   0.755$   1.055#   1.066#   4.057#  55.20 " 180.1  " 807.3   1350       95.99 !  50.31 "  25.32 #    15
          16      2.073#   0.531$   2.894#   0.922$   3.576#  71.90 " 612.3  " 753.0   1305       86.86 !  73.74 "  23.77 #    16
          17      1.868#   0.464$   1.935#   1.110#   4.426#  74.45 "1002      734.7   1423       78.26 !1494       21.96 #    17
          18      1.675#   1.677$   1.542#   1.091#   5.884#  76.51 "1036      785.3   1336       69.86 !1849       20.49 #    18
          19      1.573#   1.352#   1.635#   1.091#   7.189#  61.68 " 918.4    883.6   1230       61.65 !1186       19.20 #    19
          20      1.443#   1.036#   1.772#   1.055#  10.03 #  51.15 " 745.4   1051      979.4     54.14 ! 720.4     17.96 #    20
          21      1.324#   0.924#   1.557#   1.312#  11.75 #  55.23 " 590.7   1217      808.8     47.50 ! 447.2     16.37 #    21
          22      1.384#   1.156#   1.426#   2.008#   9.613# 103.7  " 448.7   1608      650.1     41.77 ! 293.0  "  14.73 #    22
          23      1.382#   1.232#   1.404#   1.721#   7.673# 103.1  " 339.1  "1482      502.6     36.38 ! 214.1  "  13.47 #    23
          24      1.306#   1.116#   1.443#   1.687#   7.385# 129.3  " 266.2  "1320      403.3     32.06 ! 201.1  "  12.42 #    24
          25      1.166#   1.153#   1.327#   1.507#  11.00 # 209.5  " 208.5  "1096      335.9  "  32.51 ! 175.4  "  11.39 #    25
          26      1.106#   1.433#   1.451#   1.618#  12.84 # 233.0  " 230.7  " 886.1    282.8  "  33.48 ! 139.8  "  10.69 #    26
          27      1.049#   1.399#   1.452#   1.765#  15.08 # 210.2  " 305.4  " 711.1    243.5  "  34.49 ! 119.1  "  10.14 #    27
          28      1.055#   1.179#   1.379#   1.419#  25.09 # 180.2  " 445.9    548.1    207.8  "  35.52 !  99.20 "  11.57 #    28
          29      0.965#   1.049#   1.440#   1.552#  36.08 # 140.2  " 503.8    524.9    179.1  "  36.57 !  79.09 "  11.82 #    29
          30      0.833$            1.489#   2.261#  47.51 # 104.5  " 422.4    939.3    160.6  "  37.63 !  64.92 "  11.32 #    30
          31      0.749$            1.438#           80.16 "          345.6  "1007                38.67 !           10.44 #    31

          Mean    2.612$   0.899$   1.326$   1.319$  11.44 # 103.2  " 393.3  "1242    "1205    " 104.7  ! 278.5  !  23.70 #
        Median    2.073$   0.755$   1.327$   1.229$   6.964#  81.96 " 380.7  "1051    "1255    "  86.86 ! 115.0  !  23.77 #
       Maximum    5.838$   1.677$   2.894$   2.261$  80.16 # 233.0  "1036    "2403    "2784    " 250.9  !1849    !  55.42 #
       Minimum    0.749$   0.464$   0.902$   0.922$   1.964#  46.41 "  51.10 " 283.6  " 160.6  "  32.06 !  39.62 !  10.14 #
         Total    80.96$   26.08$   41.10$   39.58$  354.7 # 3097   "12191   "38491   "36155   " 3245   ! 8356   !  734.7 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    280.9  !                ! ... Not reviewed / Quality not known
 Ann. Median     36.47 !                " ... Relative Uncertainty +/-10%
Annual Total   102812  !                # ... Relative Uncertainty +/-15%
                                        $ ... Relative Uncertainty +/-20%
                Maximum     Minimum
      Daily    2784    !      0.464!







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1985
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      9.500#   8.502#   1.454#   1.521#  10.18 #  31.48 #  42.47 # 175.5  "1032      234.6  "  47.16 "  22.02 #     1
           2      8.807#   7.372#   1.337#   1.612#   8.734#  29.35 #  52.61 " 146.2  " 849.3    183.8  "  43.49 "  20.94 #     2
           3      8.165#   6.350#   1.290#   1.647#  11.43 #  29.03 #  64.18 " 121.6  " 628.4    149.5  "  45.34 "  19.90 #     3
           4      7.720#   5.675#   1.267#   1.548#  11.21 #  29.11 # 185.0  " 112.3  " 462.1    129.2  "  57.76 "  17.69 #     4
           5      7.197#   4.929#   1.238#   1.410#  10.45 #  26.94 # 164.5  " 122.2  " 351.8    112.5  "  53.18 "  16.56 #     5
           6      6.801#   4.340#   1.260#   1.311#   9.413#  24.13 # 135.0  " 199.4  " 289.9  " 100.3  "  45.82 "  15.04 #     6
           7      6.575#   3.974#   1.343#   1.333#   8.625#  22.01 # 106.5  " 176.2  " 239.0  "  89.03 "  40.52 #  14.22 #     7
           8      6.058#   3.519#   1.423#   1.425#   7.856#  20.94 #  93.60 " 227.7  " 196.1  "  80.47 "  44.14 #  12.66 #     8
           9      5.619#   3.394#   1.423#  10.29 #   7.694#  21.16 #  69.45 " 284.7  " 178.5  " 106.3  "  51.85 "  11.62 #     9
          10      5.177#   3.246#   1.395#  14.00 #   7.600#  22.82 #  51.79 " 314.5  " 158.4  " 145.6  "  50.41 "  10.63 #    10
          11      4.926#   3.172#   1.600#  12.80 #   7.136#  23.98 #  43.47 # 318.5  " 144.4  " 115.7  "  45.53 "   9.864#    11
          12      4.661#   3.191#   1.886#  10.07 #   7.514#  29.52 #  39.50 # 370.8    137.8  " 105.4  "  42.59 #   9.458#    12
          13      4.321#   3.117#   1.941#   7.499#   7.841#  28.77 #  39.64 # 398.2    121.4  " 157.2  "  41.67 #   9.084#    13
          14      4.012#   3.184#   2.185#   6.013#   7.878#  30.55 #  43.45 # 403.7    110.2  " 230.2  "  36.54 #   8.836#    14
          15      4.029#   3.225#   2.028# 100.2  #   7.467#  35.83 #  54.79 " 436.7    102.0  " 209.3  "  32.53 #   8.213#    15
          16      3.921#   2.684#   1.890# 128.0  "   7.074#  35.01 #  57.43 " 319.8  "  94.11 " 163.7  "  29.85 #   7.851#    16
          17      5.831#   2.457#   1.834#  78.74 "   6.799#  46.89 #  80.96 " 248.2  " 106.4  " 146.3  "  27.54 #   7.655#    17
          18      7.171#   2.379#   1.693#  52.00 #   6.418#  42.53 #  74.13 " 223.0  " 354.0  " 168.8  "  25.15 #   8.407#    18
          19      7.643#   2.290#   1.658#  36.19 #   6.239#  38.91 #  77.39 " 435.8  " 414.8    136.3  "  22.47 #   8.466#    19
          20      8.306#   2.257#   1.597#  27.46 #   7.370#  36.47 # 143.0  " 755.2    436.6    102.1  "  20.56 #   8.462#    20
          21      7.743#   2.083#   1.543#  21.11 #   7.866#  39.68 # 130.7  " 828.0    416.4    129.1  "  19.79 #   8.412#    21
          22      7.275#   1.991#   1.487#  17.00 #   8.253#  42.05 # 105.8  " 948.5    667.2    175.4  "  20.32 #   8.122#    22
          23      6.219#   1.792#   1.620#  14.55 #   7.937#  45.27 # 114.5  " 771.3   1173      132.8  "  21.41 #   7.603#    23
          24      5.510#   1.771#   1.565#  12.29 #   7.001#  39.56 #  99.18 " 781.1   1345       98.16 "  23.12 #   6.874#    24
          25      4.970#   1.682#   1.535#  11.18 #   7.069#  38.99 #  91.16 " 822.7   1278       77.75 "  23.00 #   6.360#    25
          26      4.370#   1.640#   1.538#  10.23 #  16.65 #  41.73 # 126.8  " 870.8    923.6     62.22 "  19.03 #   5.981#    26
          27      4.141#   1.436#   1.469#   9.906#  25.22 #  41.92 # 206.7  "1462      746.3     52.57 "  16.95 #   5.512#    27
          28      9.258#   1.445#   1.574#   9.373#  30.69 #  44.39 # 254.5  "1411      555.9     55.68 "  15.70 #   5.345#    28
          29     13.88 #            1.457#   8.919#  29.31 #  43.79 # 200.6  "1315      406.4     66.76 "  18.33 #   7.706#    29
          30     11.51 #            1.414#  10.55 #  27.42 #  38.44 # 203.9  "1145      302.5  "  66.42 "  22.69 #   8.464#    30
          31      9.842#            1.447#           24.23 #          195.9  "1128                56.85 "            8.084#    31

          Mean    6.811#   3.325#   1.561#  20.67 #  11.50 #  34.04 # 108.0  # 557.2  " 474.1  " 123.9  "  33.48 #  10.52 #
        Median    6.575#   3.145#   1.535#  10.26 #   7.878#  35.42 #  93.60 # 398.2  " 380.2  " 115.7  "  31.19 #   8.464#
       Maximum   13.88 #   8.502#   2.185# 128.0  #  30.69 #  46.89 # 254.5  #1462    "1345    " 234.6  "  57.76 #  22.02 #
       Minimum    3.921#   1.436#   1.238#   1.311#   6.239#  20.94 #  39.50 # 112.3  "  94.11 "  52.57 "  15.70 #   5.345#
         Total   211.2 #   93.10#   48.39#  620.2 #  356.6 # 1021   # 3348   #17273   "14222   " 3840   " 1004   #  326.0 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    116.1  #                " ... Relative Uncertainty +/-10%
 Ann. Median     22.47 #                # ... Relative Uncertainty +/-15%
Annual Total   42364   #

                Maximum     Minimum
      Daily    1462    #      1.238#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1986
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      7.168#   0.975#   3.685#   1.685#   1.578#   4.809#  64.36 " 138.3  " 320.3  " 150.8  "  32.29 #   9.563#     1
           2      6.501#   0.960#   3.180#   1.572#   1.535#   4.687#  67.18 " 153.2  " 252.2  " 124.2  "  29.77 #   9.381#     2
           3      5.707#   0.956#   2.625#   1.566#   1.489#   4.468#  81.35 " 134.4  " 232.6  " 104.7  "  27.99 #   8.666#     3
           4      5.168#   1.018#   2.175#   1.480#   1.426#   4.236#  94.69 " 158.0  " 234.4  "  88.15 "  26.84 #   7.828#     4
           5      4.728#   0.994#   1.830#   1.462#   4.171#   4.274#  95.64 " 171.6  " 200.3  "  77.50 "  25.48 #   7.005#     5
           6      4.455#   1.038#   1.657#   1.423#   7.521#   5.972#  98.51 " 144.8  " 180.9  "  73.01 "  23.74 #   6.692#     6
           7      3.993#   1.129#   1.509#   1.383#   8.716#   7.364#  99.79 " 111.4  " 159.0  "  65.09 "  22.16 #   6.028#     7
           8      3.542#   1.393#   1.428#   1.378#   9.096#   7.657#  79.63 "  99.44 " 134.8  "  57.94 "  21.01 #   5.677#     8
           9      3.428#   1.415#   1.591#   1.350#   7.107#   8.186#  72.02 " 174.3  " 122.9  "  54.97 "  20.50 #   5.497#     9
          10      3.303#   1.469#   2.167#   1.378#   5.956#   8.119#  58.00 " 198.9  " 129.8  "  52.50 "  20.17 #   5.196#    10
          11      3.001#   1.471#   2.104#   1.316#   5.451#   8.023#  50.39 " 178.4  " 221.4  "  51.56 "  19.66 #   5.041#    11
          12      2.781#   1.296#   2.090#   1.269#   5.094#   8.091#  47.21 " 312.4  " 281.0  "  51.49 "  18.59 #   4.512#    12
          13      2.642#   1.254#   2.111#   1.424#   4.678#   7.864#  40.69 # 242.0  " 268.1  "  93.08 "  17.45 #   4.116#    13
          14      2.490#   1.647#   2.142#   2.965#   4.796#   7.656#  52.32 # 191.0  " 376.7    107.8  "  16.76 #   3.922#    14
          15      2.368#   1.549#   2.016#   2.665#   6.420#   7.485# 114.4  " 264.2  " 474.4     99.53 "  15.85 #   3.505#    15
          16      2.237#   1.547#   1.841#   2.671#   5.844#   8.509#  78.63 " 227.2  " 507.7    121.8  "  15.21 #   3.469#    16
          17      2.013#   1.497#   1.682#   2.583#   5.449#   8.929#  74.82 " 212.5  " 445.0    163.4  "  15.02 #   3.436#    17
          18      1.975#   1.326#   1.836#   2.282#   4.815#   8.789# 105.8  " 268.8  " 452.9    195.0  "  14.19 #   3.312#    18
          19      1.949#   1.319#   2.339#   2.114#   4.423#   8.200#  91.34 " 244.7  " 592.6    199.7  "  13.19 #   3.064#    19
          20      1.780#   1.345#   2.584#   1.917#   4.834#   8.022#  85.69 " 206.0  " 493.6    187.6  "  12.68 #   2.874#    20
          21      1.660#   2.331#   2.694#   1.872#   4.914#   8.078#  74.17 " 189.7  " 414.5    188.3  "  12.29 #   2.682#    21
          22      1.576#   3.279#   2.590#   1.924#   5.022#  11.80 #  78.03 " 207.8  " 373.5    161.8  "  11.51 #   2.454#    22
          23      1.470#   3.164#   2.315#   2.161#   5.736#  12.88 # 130.8  " 244.5  " 361.4    120.6  "  10.88 #   2.433#    23
          24      1.363#   3.423#   2.061#   2.117#   5.790#  16.73 # 157.1  " 271.7  " 303.9  "  96.39 "   9.902#   2.307#    24
          25      1.206#   2.775#   1.866#   2.104#   5.938#  18.66 # 233.8  " 351.6    275.5  "  76.24 "   9.303#   2.095#    25
          26      1.089#   3.111#   1.716#   2.160#   6.081#  23.35 # 229.1  " 283.9  " 316.1  "  60.98 "   8.781#   1.916#    26
          27      1.084#   4.627#   1.544#   2.204#   6.015#  22.85 # 211.3  " 243.4  " 285.4  "  51.16 "   8.282#   1.867#    27
          28      1.061#   3.695#   1.651#   2.110#   6.502#  19.35 # 234.5  " 316.7  " 226.6  "  48.52 "   7.964#   1.748#    28
          29      0.991#            1.906#   1.901#   6.034#  29.25 # 181.5  " 322.6  " 188.4  "  43.53 #   7.482#   1.641#    29
          30      0.960#            1.601#   1.772#   5.487#  41.08 # 149.3  " 298.8  " 166.4  "  38.73 #   9.220#   1.975#    30
          31      0.983#            1.935#            5.219#          141.7  " 374.5              35.24 #            1.779#    31

          Mean    2.731#   1.857#   2.080#   1.874#   5.262#  11.51 # 108.8  # 223.8  " 299.7  "  98.11 #  16.81 #   4.248#
        Median    2.237#   1.442#   2.016#   1.887#   5.451#   8.105#  91.34 # 212.5  " 278.2  "  88.15 #  15.53 #   3.469#
       Maximum    7.168#   4.627#   3.685#   2.965#   9.096#  41.08 # 234.5  # 374.5  " 592.6  " 199.7  #  32.29 #   9.563#
       Minimum    0.960#   0.956#   1.428#   1.269#   1.426#   4.236#  40.69 #  99.44 " 122.9  "  35.24 #   7.482#   1.641#
         Total   84.67 #  52.01 #  64.47 #  56.21 # 163.1  # 345.4  #3374    #6936    "8992    "3041    # 504.2  # 131.7  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     65.06 #                " ... Relative Uncertainty +/-10%
 Ann. Median      7.482#                # ... Relative Uncertainty +/-15%
Annual Total   23746   #

                Maximum     Minimum
      Daily     592.6  #      0.956#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1987
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.757#   0.691$   0.577$   1.382#  53.28 "  20.54 #  45.77 " 730.2    202.3  "  79.53 " 155.3  #  38.40 #     1
           2      1.743#   0.675$   0.589$   1.600#  43.21 #  18.83 #  42.24 # 635.0    194.1  "  66.92 " 335.1  "  30.08 #     2
           3      1.684#   0.687$   0.737$   1.500#  32.20 #  17.54 #  44.62 # 561.1    177.1  "  59.72 " 215.7  "  25.18 #     3
           4      1.623#   0.724$   0.718$   1.909#  27.15 #  16.91 #  57.15 " 498.2    162.6  "  48.91 " 148.0  "  22.30 #     4
           5      1.621#   0.742$   0.748$   2.039#  23.24 #  16.76 #  46.61 # 378.9    131.5  "  42.19 # 108.6  "  21.21 #     5
           6      1.613#   0.760$   0.714$   2.006#  19.25 #  16.78 #  40.13 # 273.1  " 111.7  "  36.76 #  81.09 "  21.10 #     6
           7      1.488#   0.741$   0.637$   1.908#  16.82 #  16.88 #  39.20 # 207.3  "  98.87 "  33.37 #  64.78 "  20.74 #     7
           8      1.423#   0.668$   0.643$   6.631#  15.25 #  16.32 #  70.04 # 156.6  "  88.16 "  31.03 #  55.59 "  19.90 #     8
           9      1.388#   0.648$   0.681$   6.878#  15.62 #  17.07 #  87.31 " 120.9  "  77.90 "  30.15 #  46.23 #  18.43 #     9
          10      1.526#   0.626$   0.684$   6.094#  36.76 #  21.20 #  72.17 " 101.4  "  70.22 "  28.90 #  38.97 #  16.87 #    10
          11      1.461#   0.675$   0.681$   5.352#  67.18 "  24.34 #  73.49 "  87.50 "  63.06 "  26.43 #  33.25 #  15.08 #    11
          12      1.400#   0.859$   0.692$   4.534#  67.43 "  26.17 #  74.46 "  79.49 "  55.60 "  23.82 #  28.84 #  13.36 #    12
          13      1.266#   0.917#   0.845$   3.691# 115.3  "  35.52 #  70.23 "  80.73 "  49.91 "  22.84 #  25.59 #  12.05 #    13
          14      1.247#   0.935#   1.431#   3.416# 199.1  "  38.98 #  71.11 "  79.25 "  45.79 "  24.58 #  23.52 #  11.04 #    14
          15      1.263#   0.875$   1.987#   3.144# 206.3  "  46.37 #  69.80 "  89.08 "  42.25 #  66.90 #  24.60 #  10.08 #    15
          16      1.271#   0.837$   1.440#   2.894# 227.1  "  45.02 #  77.04 " 122.8  "  39.49 #  88.45 "  22.34 #   9.686#    16
          17      1.201#   0.785$   3.490#   2.718# 168.1  "  38.54 #  95.08 " 103.0  "  36.83 #  67.65 "  22.75 #   8.940#    17
          18      1.150#   0.688$   3.130#   2.599# 117.2  "  32.92 #  96.09 "  98.09 "  35.89 #  60.89 "  36.70 #   8.086#    18
          19      1.103#   0.740$   2.286#   2.478#  78.29 "  31.60 # 103.6  "  87.35 "  34.34 #  49.83 "  45.28 #   8.129#    19
          20      1.084#   0.704$   2.271#   2.290#  57.16 "  36.50 #  87.14 "  75.59 "  33.03 #  44.18 #  37.11 #   7.885#    20
          21      0.988#   0.677$   1.890#   2.221#  45.46 #  49.60 #  79.54 "  76.13 "  30.86 #  38.93 #  32.51 #   7.295#    21
          22      0.997#   0.652$   1.677#   2.304#  38.97 #  61.28 "  72.56 "  89.11 "  28.91 #  33.54 #  28.59 #   6.672#    22
          23      1.121#   0.715$   1.363#   2.364#  34.13 #  51.15 "  89.49 "  88.18 "  30.92 #  30.07 #  28.64 #   6.245#    23
          24      1.178#   0.668$   1.218#   2.469#  32.06 #  42.94 # 227.4  "  82.52 "  38.72 #  27.67 #  27.37 #   6.079#    24
          25      1.127#   0.647$   1.100#   3.367#  30.44 #  42.42 # 148.7  " 149.8  "  39.81 #  25.55 #  24.64 #   6.284#    25
          26      1.061#   0.600$   1.511#   7.308#  28.90 #  45.32 " 132.5  " 323.2  "  40.75 #  23.61 #  21.32 #   6.191#    26
          27      0.855$   0.620$   1.844#  22.32 #  26.53 #  49.00 " 145.0  " 361.6     77.36 "  21.50 #  18.57 #   5.655#    27
          28      0.826$   0.613$   1.435# 125.9  "  25.23 #  57.14 " 110.4  " 367.0     93.49 "  19.71 #  17.49 #   5.177#    28
          29      0.857$            1.168#  83.75 "  24.54 #  54.89 " 240.0  " 357.3     97.84 "  18.77 #  19.53 #   4.681#    29
          30      0.869$            1.092#  55.49 "  23.04 #  53.51 " 598.3    300.1  " 101.6  "  17.98 #  39.10 #   4.433#    30
          31      0.784$            1.181#           21.46 #          665.4    224.7  "           18.72 #            3.940#    31

          Mean    1.257$   0.720$   1.305$  12.42 #  61.83 #  34.73 # 124.9  # 225.3  "  77.69 #  39.00 #  60.24 #  12.94 #
        Median    1.247$   0.689$   1.168$   2.806#  34.13 #  36.01 #  77.04 # 122.8  "  59.33 #  31.03 #  32.88 #   9.686#
       Maximum    1.757$   0.935$   3.490$ 125.9  # 227.1  #  61.28 # 665.4  # 730.2  " 202.3  #  88.45 # 335.1  #  38.40 #
       Minimum    0.784$   0.600$   0.577$   1.382#  15.25 #  16.32 #  39.20 #  75.59 "  28.91 #  17.98 #  17.49 #   3.940#
         Total   38.98 $  20.17 $  40.46 $ 372.5  #1917    #1042    #3873    #6985    "2331    #1209    #1807    # 401.2  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     54.90 $                " ... Relative Uncertainty +/-10%
 Ann. Median     25.18 $                # ... Relative Uncertainty +/-15%
Annual Total   20037   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     730.2  $      0.577$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1988
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.723#   1.436#   0.604$   1.583#   2.260# 361.7  "2549     1274     3702     2600      103.1  "  25.45 #     1
           2      3.640#   1.293#   0.657$   1.365#   5.891# 576.9   1758     1055     2999     2020      100.1  "  27.56 #     2
           3      3.377#   1.200#   0.624$   1.252#  16.53 #1134     1331      899.8   2168     1561      111.5  "  27.17 #     3
           4      3.010#   1.158#   0.549$   1.172#  35.53 #1114     1058      786.0   1552     1328      111.3  "  24.27 #     4
           5      2.787#   1.007#   0.556$   1.108#  36.71 #1371      864.1    685.4   1193     1529       94.99 "  22.13 #     5
           6      2.593#   1.008#   0.582$   1.024#  26.72 #1434      729.9    583.4   1020     1829       84.95 "  19.88 #     6
           7      2.467#   0.952#   0.626$   1.008#  18.44 #1125      690.2    513.2    892.8   1985      171.3  "  18.42 #     7
           8      2.225#   0.897$   0.566$   0.986#  28.12 # 906.8    800.5    452.1    804.7   1716      244.5  "  17.53 #     8
           9      2.232#   0.876$   0.555$   0.982# 120.0  " 741.9    916.6    397.3    766.1   1370      183.8  "  17.02 #     9
          10      2.255#   0.888$   0.609$   1.031# 126.4  " 752.1   1006      383.6    705.8   1056      161.1  "  17.25 #    10
          11      2.278#   0.833$   0.678$   1.062#  92.32 " 764.4    952.6    378.6    704.5    799.8    131.2  "  16.47 #    11
          12      2.327#   0.816$   0.699$   1.124#  79.57 " 827.9    824.9    488.4    699.2    620.3    112.0  "  15.59 #    12
          13      3.234#   0.797$   0.678$   1.132#  87.44 "1184     1002      798.0    611.7    490.9    104.8  "  14.75 #    13
          14      4.312#   0.769$   0.715$   1.315# 137.7  "1117     1219      979.9    516.3    403.4     87.44 "  14.06 #    14
          15      3.763#   0.752$   0.778$   1.281# 354.9  "1391     1353     1298      541.4    329.0  "  73.59 "  13.82 #    15
          16      3.630#   0.732$   0.741$   1.152# 623.6   1617     1756     1980      587.3    277.5  "  62.11 "  13.24 #    16
          17      3.418#   0.678$   0.737$   0.992# 949.2   1505     1826     2640      558.2    236.5  "  53.18 "  12.72 #    17
          18      3.137#   0.606$   0.718$   0.906# 917.0   1407     2867     2888      483.9    200.4  "  46.27 "  12.25 #    18
          19      2.920#   0.624$   0.775$   0.832$ 777.1   1322     3276     2557      401.3    176.3  "  42.20 #  11.53 #    19
          20      2.588#   0.734$   0.815$   0.841$ 570.3   1192     3910     1969      342.3    220.4  "  39.46 #  11.07 #    20
          21      2.347#   0.584$   0.848$   1.068# 461.2   1016     3347     1655      303.9  " 468.8     36.99 #  10.59 #    21
          22      2.386#   0.591$   0.800$   1.140# 493.9    812.0   2685     1396      504.8  " 561.7     34.32 #  10.08 #    22
          23      2.353#   0.647$   0.974$   1.108# 538.8    635.7   2243     1112      878.1    609.0     33.09 #   9.582#    23
          24      2.105#   0.680$   1.186#   1.444# 568.1    646.0   2939     1010     1144      549.6     33.94 #   9.394#    24
          25      1.870#   0.729$   1.534#   1.535# 562.1   5047    "3799     1087     1255      426.7     33.93 #   9.012#    25
          26      1.845#   0.684$   2.088#   1.390# 507.4   7554    "4676     1330     1112      338.7  "  31.37 #   8.641#    26
          27      1.808#   0.713$   1.871#   1.360# 428.4   9243    "4378     1311     1481      282.8  "  28.93 #   8.372#    27
          28      1.683#   0.700$   1.814#   1.565# 345.5   8146    "3667     1244     2479      222.3  "  28.15 #   7.916#    28
          29      1.674#   0.692$   2.042#   1.798# 291.5  "5903    "2668     1421     3482      170.5  "  27.22 #   7.853#    29
          30      1.580#            2.035#   1.762# 254.3  "3940     2044     2282     3305      138.8  "  25.75 #   8.359#    30
          31      1.480#            1.904#          226.2  "         1608     3212               117.6  "            8.617#    31

          Mean    2.615#   0.830$   0.979$   1.211$ 312.4  #2160    "2088     1292     1240    " 794.7  "  81.08 #  14.54 #
        Median    2.386#   0.752$   0.737$   1.136$ 254.3  #1159    "1758     1112      841.4  " 490.9  "  67.85 #  13.24 #
       Maximum    4.312#   1.436$   2.088$   1.798$ 949.2  #9243    "4676     3212     3702    "2600    " 244.5  #  27.56 #
       Minimum    1.480#   0.584$   0.549$   0.832$   2.260# 361.7  " 690.2    378.6    303.9  " 117.6  "  25.75 #   7.853#
         Total    81.05#   24.08$   30.36$   36.32$ 9683   #64789   "64743    40067    37192   "24634   " 2432   #  450.6 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    667.1  $                " ... Relative Uncertainty +/-10%
 Ann. Median    101.6  $                # ... Relative Uncertainty +/-15%
Annual Total   244163  $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    9243    $      0.549$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1989
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      8.887#  25.61 #   9.188#  12.08 #  14.68 #  77.64 " 214.7  " 898.2    779.0    382.3    174.6  "  24.19 #     1
           2      8.691#  20.62 #   8.747#  11.86 #  14.19 #  74.61 " 240.4  " 957.1    742.8    350.6    143.7  "  22.30 #     2
           3      8.321#  16.64 #   8.491#  12.33 #  13.57 #  70.11 " 333.6  "1350      655.1    341.0    121.8  "  20.85 #     3
           4      7.533#  13.89 #   8.227#  12.31 #  14.57 #  53.61 " 278.8  "1479      611.7    530.7    105.1  "  19.30 #     4
           5      6.789#  12.23 #   8.265#  13.35 #  16.73 #  42.97 # 230.5  "1276      521.3    909.3     91.29 "  17.91 #     5
           6      9.272#  10.50 #   8.393#  11.82 #  17.30 #  39.47 # 172.0  "1400      405.0   1091       79.12 "  16.77 #     6
           7     14.98 #   9.190#   9.609#  10.46 #  14.68 #  40.34 # 242.4  "1175      331.0  "1185       68.74 "  15.86 #     7
           8     16.98 #   8.256#  10.21 #   9.715#  12.99 #  46.93 # 462.5    957.7    291.4  "1027       60.12 "  14.92 #     8
           9     15.30 #   7.559#   9.499#   9.884#  11.66 #  40.48 # 449.2    799.3    253.1  " 844.9     52.81 "  13.94 #     9
          10     13.57 #   7.158#  10.54 #  11.14 #  11.86 #  36.57 # 341.2  " 623.8    212.9  " 688.6     48.43 "  13.29 #    10
          11     12.04 #   6.770#  11.12 #  14.91 #  15.36 #  35.84 # 254.0  " 482.4    173.9  " 561.9     94.49 "  12.87 #    11
          12     10.68 #   6.254#  10.29 #  15.70 #  14.97 #  39.85 # 215.8  " 387.3    147.7  " 433.6    131.4  "  12.40 #    12
          13      9.374#   5.887#   9.360#  15.09 #  13.10 #  59.29 " 218.7  " 385.9    129.6  " 389.0    186.2  "  11.62 #    13
          14     10.09 #   5.388#   8.792#  14.07 #  11.89 #  81.70 " 524.8  " 408.6    114.4  " 369.1    190.5  "  11.02 #    14
          15     11.93 #   6.320#   8.133#  13.09 #  11.70 # 103.8  " 725.4    383.3    115.6  " 363.5    250.6  "  10.41 #    15
          16     12.68 #  10.98 #   7.199#  12.01 #  17.22 # 130.5  " 689.2    343.6  " 129.6  " 329.6  " 344.5  "  10.14 #    16
          17     11.76 #  11.35 #   6.743#  11.17 #  40.39 # 251.4  " 543.8    282.8  " 130.8  " 276.6  " 313.1  "   9.670#    17
          18     10.08 #   9.926#   6.172#  10.27 #  38.67 # 217.5  " 447.3    525.6  " 143.5  " 281.9  " 245.5  "   9.178#    18
          19      8.573#   8.258#   5.521#   9.724#  33.02 # 175.0  " 391.2    798.0    165.1  " 391.0    175.2  "   8.794#    19
          20      7.541#   7.426#   4.977#   9.922#  38.56 # 153.4  " 422.8    830.2    182.4  " 436.4    128.5  "   8.382#    20
          21      7.032#   6.971#   4.497#   9.174#  55.14 " 143.5  " 727.2    924.1    387.0  " 953.9    101.3  "   7.917#    21
          22      6.539#   6.358#   4.137#   8.334#  62.86 " 126.5  "1084      829.3    403.3    799.3     83.21 "   7.535#    22
          23      6.002#   5.747#   4.243#   8.027#  57.39 " 107.1  " 870.9    693.5    365.6    657.7     67.37 "   7.523#    23
          24      6.179#   5.333#   3.929#  10.97 #  53.19 "  83.57 " 695.2    609.3    382.4    603.8     55.22 "   8.376#    24
          25      9.914#   5.439#   3.883#  11.25 #  47.11 "  66.57 " 585.6    545.2    360.0    577.4     46.66 "   7.942#    25
          26     63.89 #  10.22 #   3.402#  11.57 #  42.50 #  57.27 " 507.0    458.5    284.2  " 545.4     40.57 #   7.440#    26
          27    106.5  "  10.59 #   3.290#  11.62 #  56.75 "  50.88 " 656.4    430.5    217.5  " 437.2     36.12 #   6.507#    27
          28     55.48 "  10.26 #   3.258#  12.94 #  78.44 "  59.86 "1163      402.8    326.6  " 351.5     32.43 #   5.626#    28
          29     48.37 "            3.050#  14.40 #  67.07 "  72.08 "1389      382.2    357.5    287.2  "  29.25 #   5.376#    29
          30     39.15 #            2.920#  13.29 #  57.70 " 151.2  "1210      690.1    419.7    255.0  "  26.69 #   5.219#    30
          31     31.05 #            3.222#           59.58 "         1058      812.8             221.6  "            4.940#    31

          Mean   19.20 #   9.683#   6.752#  11.75 #  32.74 #  89.66 # 559.5  " 726.5  " 324.7  " 544.3  " 117.5  #  11.56 #
        Median   10.09 #   8.257#   7.199#  11.72 #  17.30 #  71.09 # 462.5  " 690.1  " 309.0  " 436.4  "  92.89 #  10.14 #
       Maximum  106.5  #  25.61 #  11.12 #  15.70 #  78.44 # 251.4  #1389    "1479    " 779.0  "1185    " 344.5  #  24.19 #
       Minimum    6.002#   5.333#   2.920#   8.027#  11.66 #  35.84 # 172.0  " 282.8  " 114.4  " 221.6  "  26.69 #   4.940#
         Total   595.2 #  271.1 #  209.3 #  352.5 # 1015   # 2690   #17344   "22522   " 9740   "16873   " 3524   #  358.2 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    206.8  #                " ... Relative Uncertainty +/-10%
 Ann. Median     47.11 #                # ... Relative Uncertainty +/-15%
Annual Total   75493   #

                Maximum     Minimum
      Daily    1479    #      2.920#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1990
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      4.920#   3.466#   2.365#   4.438#  16.40 #  40.08 # 148.8  " 858.2    345.4    216.5  " 321.4  "  19.54 #     1
           2      4.937#   3.153#   2.480#   4.869#  16.51 #  37.39 # 136.3  " 849.3    294.9  " 173.2  " 564.7     17.92 #     2
           3      4.671#   2.622#   2.426#   4.698#  15.70 #  33.26 # 164.2  " 925.4    243.8  " 165.5  " 501.9     16.65 #     3
           4      4.547#   2.427#   2.634#   5.700#  15.03 #  30.91 # 145.4  "1218      207.8  " 185.0  " 466.7     15.74 #     4
           5      4.216#   2.314#   2.965#   5.663#  14.14 #  28.84 # 133.2  "1457      180.7  " 208.6  " 356.4  "  15.43 #     5
           6      3.681#   2.136#   2.687#   5.119#  13.51 #  41.99 # 117.2  "1335      157.3  " 250.1  " 283.1  "  16.05 #     6
           7      3.457#   2.102#   2.144#   4.677#  12.72 #  47.05 #  97.40 "1166      141.6  " 264.7  " 205.6  "  16.48 #     7
           8      2.905#   1.964#   2.232#   4.067#  12.37 #  76.66 #  84.51 " 940.8    127.5  " 323.3  " 148.5  "  16.94 #     8
           9      3.449#   1.727#   2.198#   3.734#  12.25 # 103.0  "  74.99 " 763.6    115.9  " 352.6    106.7  "  16.30 #     9
          10      4.967#   1.682#   2.134#   9.033#  12.06 #  67.42 "  68.07 " 651.9    166.8  " 428.1     80.13 "  14.62 #    10
          11      5.107#   2.633#   1.966#  42.11 #  11.84 # 140.2  "  85.84 " 596.1    192.5  " 615.3     64.65 "  13.31 #    11
          12      5.741#   4.271#   1.835#  45.09 #  11.76 # 138.8  " 119.1  " 567.4    170.9  " 574.1     53.81 "  12.11 #    12
          13      5.693#   4.360#   1.808#  28.32 #  11.83 # 136.9  " 354.7  " 599.6    177.7  " 613.8     47.14 "  11.62 #    13
          14      5.583#   5.873#   1.813#  20.08 #  12.02 # 360.3  " 278.2  " 631.7    150.1  " 717.4     42.21 #  11.49 #    14
          15      5.171#   7.719#   1.653#  15.78 #  74.59 # 438.0    358.7  " 555.5    125.3  " 682.7     39.20 #  11.24 #    15
          16      4.575#   8.347#   1.735#  13.01 # 108.8  " 288.8  " 663.9    467.8    118.9  " 680.9     41.21 #  10.95 #    16
          17      4.111#   7.992#   1.760#  11.05 #  48.67 # 281.9  " 955.0    400.5    113.3  " 687.0     73.84 "  10.67 #    17
          18      3.537#   7.248#   1.663#   9.725#  47.83 # 252.4  " 891.7    362.6    144.3  " 619.9     70.68 "  10.12 #    18
          19      3.270#   6.424#   1.781#  12.18 #  59.61 " 202.1  " 800.5    471.3    222.2  " 607.3     52.73 "   9.597#    19
          20      3.041#   5.738#   1.821#  13.05 #  52.43 " 161.7  " 677.4    559.1    259.8  " 556.2     48.92 "   9.175#    20
          21      3.016#   5.515#   1.746#  14.26 #  55.92 " 126.2  " 738.6    736.5    333.2  " 463.7     45.68 "   8.866#    21
          22      3.034#   5.030#   1.727#  15.26 #  49.41 " 101.5  "1105      765.9    278.3  " 386.5     43.49 #   8.877#    22
          23      2.808#   4.423#   1.940#  15.54 #  45.21 #  84.79 "2546      634.1    307.5  " 312.8  "  39.53 #   8.563#    23
          24      2.802#   3.829#   1.876#  15.89 #  36.52 #  75.69 "4281      502.6    403.8  " 254.7  "  36.15 #   8.301#    24
          25      2.597#   3.123#   4.415#  15.37 #  29.95 #  65.28 "5984    " 420.8    609.9    199.0  "  34.49 #   7.798#    25
          26      2.552#   2.532#  15.59 #  15.26 #  26.15 #  61.80 "4641      357.1    646.2    162.8  "  30.92 #   7.469#    26
          27      2.467#   2.883#  13.85 #  15.34 #  24.73 #  57.38 "4038      316.0  " 610.3    134.5  "  28.18 #   6.979#    27
          28      2.316#   2.340#   9.401#  15.69 #  33.39 #  58.14 "3203      325.9  " 467.1    110.6  "  25.70 #   6.899#    28
          29      3.235#            6.821#  17.68 #  63.24 #  63.55 "2233      359.3    358.8     96.37 "  23.41 #   6.906#    29
          30      3.267#            5.718#  17.13 #  72.50 " 131.5  "1526      385.2    280.3  " 150.4  "  21.33 #   6.714#    30
          31      3.285#            4.983#           43.95 #         1108      392.4             217.0  "            6.445#    31

          Mean    3.837#   4.067#   3.554#  13.99 #  34.23 # 124.4  #1218    " 663.6  " 265.1  " 368.1  " 130.0  #  11.61 #
        Median    3.457#   3.309#   2.144#  13.66 #  26.15 #  80.72 # 663.9  " 596.1  " 215.0  " 312.8  "  50.83 #  10.95 #
       Maximum    5.741#   8.347#  15.59 #  45.09 # 108.8  # 438.0  #5984    "1457    " 646.2  " 717.4  " 564.7  #  19.54 #
       Minimum    2.316#   1.682#   1.653#   3.734#  11.76 #  28.84 #  68.07 " 316.0  " 113.3  "  96.37 "  21.33 #   6.445#
         Total   119.0 #  113.9 #  110.2 #  419.8 # 1061   # 3733   #37759   "20573   " 7952   "11410   " 3899   #  359.8 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    239.8  #                " ... Relative Uncertainty +/-10%
 Ann. Median     41.21 #                # ... Relative Uncertainty +/-15%
Annual Total   87510   #

                Maximum     Minimum
      Daily    5984    #      1.653#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1991
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      6.418#   1.828#   2.886#   3.848#   3.959#  25.69 # 229.0  "1499      709.8    236.0  "  35.49 #  23.37 #     1
           2      6.024#   1.683#   2.602#   3.693#   3.542#  37.51 # 241.3  "2320      539.0    215.3  "  37.81 #  21.51 #     2
           3      5.812#   1.715#   2.240#   3.448#   3.581#  28.38 # 226.1  "3917      433.6    186.7  "  38.06 #  19.78 #     3
           4      5.728#   1.598#   2.240#   3.078#   4.005#  37.92 # 265.8  "4579      378.4    160.6  "  38.69 #  18.30 #     4
           5      5.561#   1.524#   2.097#   2.811#   4.346#  38.33 # 189.0  "4401      324.4  " 145.8  "  90.77 "  17.25 #     5
           6      5.034#   1.465#   2.034#   2.781#   4.270#  32.61 # 275.3  "3494      281.9  " 133.8  " 106.3  "  16.38 #     6
           7      4.712#   1.464#   1.958#   2.537#   4.945#  30.71 # 301.2  "2389      304.5  " 120.3  " 103.6  "  15.41 #     7
           8      4.753#   1.458#   2.003#   2.428#   5.205#  32.34 # 305.2  "1634      380.1  " 109.2  "  93.69 "  14.25 #     8
           9      4.514#   1.444#   1.943#   2.545#   5.059#  29.58 # 294.6  "1184      765.3     96.62 "  81.71 "  13.30 #     9
          10      4.270#   1.438#   1.845#   2.744#   4.630#  34.19 # 262.5  " 914.3    789.4     88.11 "  65.05 "  12.50 #    10
          11      3.967#   1.445#   1.896#   3.477#   4.232#  29.85 # 209.2  " 736.7    838.9     80.91 "  57.00 "  11.81 #    11
          12      3.838#   1.452#   1.760#   3.529#   3.888#  27.84 # 166.6  " 609.0    816.3     72.95 "  72.84 "  11.20 #    12
          13      3.683#   1.354#   1.628#   3.596#   3.396#  26.01 # 147.5  " 508.3    694.3     66.61 " 108.3  "  10.75 #    13
          14      3.424#   1.298#   1.532#   3.616#   3.080#  23.89 # 126.9  " 427.8    845.8     60.69 " 396.9  "  10.09 #    14
          15      3.307#   1.400#   1.453#   3.245#   3.054#  25.45 # 119.4  " 364.1    991.7     58.06 " 471.8      9.433#    15
          16      3.687#   1.474#   1.353#   3.003#   3.112#  31.52 # 199.6  " 315.1  "1372       55.77 " 483.0      8.758#    16
          17      3.923#   1.575#   6.574#   2.727#   3.119#  69.04 # 272.0  " 282.5  "1493       49.24 " 352.9  "   8.323#    17
          18      4.241#   1.571#   5.557#   2.603#   3.054#  96.81 " 422.6    395.6  "1547       47.83 " 271.5  "   7.865#    18
          19      4.308#   1.511#   5.747#   2.406#   3.088#  86.43 " 476.3    590.9   1408       78.14 " 199.6  "   7.341#    19
          20      3.966#   1.487#   4.117#   2.312#   3.536# 112.0  "1042      858.3   1421      117.0  " 164.4  "   6.700#    20
          21      3.600#   1.472#   2.952#   2.491#   9.228# 148.6  "2264      893.0   1523      129.8  " 137.9  "   6.168#    21
          22      3.207#   1.456#   2.496#   1.883#  14.37 # 134.4  "2997      893.2   1337      109.1  "  99.55 "   5.882#    22
          23      2.872#   1.280#   2.273#   2.434#  14.38 # 131.1  "3943      796.0   1077      100.4  "  72.61 "   5.723#    23
          24      2.700#   1.250#   2.379#   2.823#  18.88 # 107.5  "3853      645.6    836.5     95.74 "  56.77 "   5.953#    24
          25      2.590#   1.415#   2.466#   3.127#  16.01 # 112.2  "2700      517.5    664.9     85.25 "  46.67 "   8.757#    25
          26      2.568#   1.643#   2.345#   2.818#  12.35 # 128.1  "1989      537.2    529.6     69.53 "  40.56 #  10.51 #    26
          27      2.455#   2.420#   2.364#   2.733#  10.12 # 208.8  "1641      685.8    427.0     57.84 "  35.40 #  10.45 #    27
          28      2.356#   2.401#   2.535#   2.678#  10.46 # 366.3  "1185      856.8    351.5     50.65 "  31.39 #  10.72 #    28
          29      2.211#            2.803#   2.980#  12.41 # 224.9  " 984.5   1023      291.1  "  45.33 "  28.00 #   9.373#    29
          30      2.087#            3.015#   4.359#  13.70 # 196.7  "1051      953.3    252.6  "  41.15 #  25.49 #   8.359#    30
          31      1.963#            3.279#           14.01 #          998.9    791.7              37.57 #            7.498#    31

          Mean    3.864#   1.554#   2.657#   2.958#   7.194#  87.16 # 947.7  "1291    " 787.4  "  96.84 # 128.1  #  11.41 #
        Median    3.838#   1.469#   2.345#   2.815#   4.346#  38.13 # 301.2  " 856.8  " 737.5  "  85.25 #  77.28 #  10.45 #
       Maximum    6.418#   2.420#   6.574#   4.359#  18.88 # 366.3  #3943    "4579    "1547    " 236.0  # 483.0  #  23.37 #
       Minimum    1.963#   1.250#   1.353#   1.883#   3.054#  23.89 # 119.4  " 282.5  " 252.6  "  37.57 #  25.49 #   5.723#
         Total   119.8 #   43.52#   82.37#   88.75#  223.0 # 2615   #29378   "40013   "23623   " 3002   # 3844   #  353.7 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    283.2  #                " ... Relative Uncertainty +/-10%
 Ann. Median     23.89 #                # ... Relative Uncertainty +/-15%
Annual Total   103386  #

                Maximum     Minimum
      Daily    4579    #      1.250#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1992
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      7.228#   1.798#   1.746#   1.866#   2.160#  53.62 " 353.5  " 144.2  "3361      389.2     51.56 " 138.7  "     1
           2      6.937#   1.708#   1.732#   1.953#   2.305#  38.80 # 405.1    279.7  "2968      330.1     46.82 " 120.8  "     2
           3      6.397#   1.738#   1.718#   2.087#   3.706#  30.95 # 492.5    496.3   3074      314.5  "  43.23 # 102.6  "     3
           4      5.724#   1.810#   1.652#   2.112#   8.251#  27.30 # 393.0    381.5   3203      304.3  "  40.06 #  83.50 "     4
           5      5.159#   1.904#   1.538#   2.040#   9.941#  26.01 # 343.2    358.2   2979      284.0  "  37.13 #  68.50 "     5
           6      4.635#   2.076#   1.599#   1.962#  10.02 #  25.22 # 309.3  " 362.9   2945     1649       34.48 #  57.10 "     6
           7      4.232#   2.242#   1.808#   1.920#  10.74 #  24.34 # 247.8  " 528.2   2487     2391       40.58 #  48.27 "     7
           8      3.811#   2.304#   1.990#   2.058#   9.167#  24.93 # 213.7  " 530.6   2099     2451       75.57 "  43.35 #     8
           9      3.564#   2.629#   1.801#   2.282#   7.921#  23.69 # 173.5  " 509.9   2424     1764       68.65 "  58.64 "     9
          10      3.661#   2.819#   1.680#   2.349#   6.879#  22.78 # 138.1  " 560.7   2393     1309       55.55 "  90.54 "    10
          11      3.857#   2.732#   1.509#   2.239#   6.003#  32.86 # 110.9  " 604.0   2372     1016       48.35 "  85.62 "    11
          12      3.985#   2.623#   1.427#   2.113#   5.261#  33.91 #  91.25 " 647.6   1765      769.6     41.89 #  87.02 "    12
          13      3.754#   2.958#   1.542#   2.092#   4.927#  30.96 # 106.9  " 559.0   1533      610.6     38.73 #  99.55 "    13
          14      3.585#   2.917#   1.576#   1.968#   5.081#  33.94 # 171.3  " 522.3   1429      497.9     49.76 #  84.54 "    14
          15      3.355#   2.755#   1.449#   1.881#   4.821#  42.68 # 146.6  " 622.4   1246      414.9    234.2  "  66.48 "    15
          16      3.002#   2.455#   1.535#   1.832#   4.402#  53.14 " 221.0  " 936.5   1055      372.4    615.0     50.34 "    16
          17      2.919#   2.392#   1.652#   1.779#   4.168#  49.39 " 346.7  " 790.8   1371      353.0    449.8     42.04 #    17
          18      3.203#   2.310#   2.140#   1.793#   4.050#  50.23 " 340.1    686.6   1713      298.1  " 316.1  "  36.46 #    18
          19      3.160#   2.200#   2.119#   1.783#   3.834#  46.88 " 400.5    667.8   1411      260.1  "1054       32.28 #    19
          20      3.103#   2.122#   2.122#   1.740#   3.571#  48.19 " 420.2    654.6   1128      216.1  "2898       28.55 #    20
          21      3.250#   1.997#   2.113#   1.780#   3.520#  60.43 " 361.0    627.2   1021      177.3  "3290       25.07 #    21
          22      3.376#   1.821#   2.236#   1.857#   3.955#  64.39 " 338.9    544.5   1077      147.6  "2229       22.43 #    22
          23      3.152#   1.809#   2.059#   2.069#   6.218#  56.67 " 277.6  " 443.1   1039      126.3  "1566       20.64 #    23
          24      2.938#   1.696#   2.022#   2.039#  14.85 #  49.54 " 224.3  " 375.0    944.0    111.0  "1068       19.12 #    24
          25      2.794#   1.556#   2.595#   1.952#  31.09 #  54.34 " 209.5  " 360.4    837.0    103.1  " 770.7     17.71 #    25
          26      2.681#   1.582#   2.588#   1.851#  22.56 #  66.59 " 181.9  " 416.9    715.4     99.53 " 563.4     16.42 #    26
          27      2.486#   1.652#   2.238#   1.979#  19.23 #  88.87 " 148.7  " 519.5    691.4     92.51 " 392.6     15.31 #    27
          28      2.313#   1.658#   2.075#   2.269#  17.44 # 141.1  " 143.0  "1264      624.1     83.37 " 280.4  "  14.21 #    28
          29      2.136#   1.759#   1.995#   2.175#  54.43 # 200.3  " 160.1  "1809      527.9     72.46 " 208.9  "  13.22 #    29
          30      1.986#            1.873#   2.073#  70.71 " 244.1  " 160.2  "2108      452.9     64.70 " 164.5  "  12.20 #    30
          31      1.897#            1.803#           70.13 "          153.8  "3124                58.09 "           11.42 #    31

          Mean    3.686#   2.139#   1.869#   1.996#  13.91 #  58.21 # 251.1  " 723.7  "1696      552.6  " 559.1  #  52.02 #
        Median    3.355#   2.076#   1.803#   1.973#   6.218#  47.54 # 221.0  " 544.5  "1420      304.3  " 186.7  #  43.35 #
       Maximum    7.228#   2.958#   2.595#   2.349#  70.71 # 244.1  # 492.5  "3124    "3361     2451    "3290    # 138.7  #
       Minimum    1.897#   1.556#   1.427#   1.740#   2.160#  22.78 #  91.25 " 144.2  " 452.9     58.09 "  34.48 #  11.42 #
         Total   114.3 #   62.02#   57.93#   59.89#  431.3 # 1746   # 7784   "22436   "50884    17131   "16772   # 1613   #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    325.4  #                " ... Relative Uncertainty +/-10%
 Ann. Median     42.36 #                # ... Relative Uncertainty +/-15%
Annual Total   119092  #

                Maximum     Minimum
      Daily    3361    #      1.427#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1993
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     10.85 #   4.555#   2.218#  17.06 #  34.43 # 319.6  " 154.6  " 868.0   1596      225.1  " 110.5  "  22.20 #     1
           2     10.44 #   4.402#   2.164#  14.49 #  27.71 # 412.8    485.5  " 822.4   1329      842.0     99.87 "  20.75 #     2
           3      9.782#   4.183#   2.117#  14.41 #  26.31 # 340.3  " 352.2  " 803.2   1090     1100       84.43 "  19.10 #     3
           4      9.166#   3.840#   2.038#  13.20 #  28.85 # 247.0  " 569.1    669.2   1140      833.4     74.01 "  17.48 #     4
           5      8.719#   3.734#   2.183#  12.22 #  36.90 # 175.3  " 733.5    577.5   1211      641.8     65.40 "  16.13 #     5
           6      8.316#   3.604#   2.114#  11.33 #  32.68 # 127.0  " 598.2    950.0   1200      586.2     58.86 "  15.07 #     6
           7      7.854#   3.288#   2.104#  10.72 #  33.26 #  92.39 " 541.4   1303     1211      665.2     53.95 "  14.01 #     7
           8      7.462#   3.234#   2.219#   9.712#  43.42 #  74.11 " 458.0   1494     1095      627.3     50.12 "  13.39 #     8
           9      7.123#   3.188#   2.272#   8.957#  52.22 "  74.23 " 375.8   1586      982.2    593.1     47.57 "  12.37 #     9
          10      6.943#   2.983#   2.243#   9.290#  65.24 " 113.3  " 441.5   1387      859.4    535.8     53.54 "  12.05 #    10
          11      6.602#   2.752#   2.106#   8.731#  65.05 "  82.20 " 852.4   1215      732.3    429.9     57.93 "  11.65 #    11
          12      6.370#   2.639#   2.068#   9.539#  47.92 #  71.16 "1219     1314      685.2    341.7  "  51.43 "  11.50 #    12
          13      6.115#   2.621#   2.083#   9.124#  35.80 #  81.95 "1243     1657      711.1    284.1  "  46.52 "  11.14 #    13
          14      5.821#   2.549#   2.106#   8.611#  28.77 # 104.0  "1262     1231      652.7    233.1  "  42.53 #  10.81 #    14
          15      5.740#   2.523#   2.059#   7.995#  24.55 #  97.87 "1221     1224      635.7    196.1  "  40.69 #  10.51 #    15
          16      6.094#   2.491#   2.231#   7.455#  21.42 # 103.8  "1126     1126      566.4    315.3  "  53.61 "   9.928#    16
          17      5.869#   2.580#   2.333#   6.989#  19.56 #  93.57 " 962.9    997.2    521.5    459.8     70.39 "   9.046#    17
          18      5.668#   2.581#   3.584#   7.015#  23.04 # 201.5  " 816.2    826.0    567.8    487.7     98.42 "   8.466#    18
          19      5.525#   2.380#   5.369#   7.480#  37.67 # 180.0  " 710.2    659.5    791.6    382.2    145.6  "   8.484#    19
          20      5.154#   2.252#   8.672#   8.274#  44.04 # 206.1  " 569.1    547.3    930.6    322.2  " 143.0  "   8.329#    20
          21      4.840#   2.254#   9.871#   8.172#  45.84 # 192.5  " 462.0    455.9   1011      269.8  " 132.8  "   7.944#    21
          22      4.722#   2.186#   8.531#   7.779#  72.19 " 155.7  " 404.3    372.5    887.0    234.9  " 101.5  "   7.442#    22
          23      4.895#   2.055#   7.344#   8.102#  94.13 " 134.0  " 377.3    312.4  " 742.3    203.8  "  74.18 "   7.042#    23
          24      4.826#   1.965#   6.385#   7.834#  76.34 " 113.5  " 379.6    269.5  " 568.6    176.9  "  56.47 "   6.822#    24
          25      4.803#   2.032#  22.25 #   7.304#  59.71 " 103.7  " 340.2    495.0  " 425.1    157.1  "  44.57 #   6.613#    25
          26      4.460#   2.251# 119.1  "   7.220#  48.82 "  94.14 " 309.8  "1259      331.4  " 138.2  "  37.26 #   6.257#    26
          27      4.090#   2.355#  85.64 "   6.873#  40.28 # 102.0  " 296.0  "1448      270.2  " 133.4  "  32.10 #   5.875#    27
          28      3.921#   2.221#  57.24 "   6.710#  97.80 # 110.6  " 311.4  "1650      225.9  " 155.5  "  28.55 #   5.905#    28
          29      3.822#           38.34 #   7.216# 308.6  " 122.8  " 365.6  "1566      196.8  " 146.8  "  25.79 #   5.426#    29
          30      3.881#           27.67 #  19.36 # 209.4  " 131.6  " 525.5   1684      204.9  " 134.4  "  23.62 #   5.378#    30
          31      4.221#           21.16 #          221.8  "          721.7   1730               122.6  "            5.220#    31

          Mean    6.261#   2.846#  14.77 #   9.639#  64.64 # 148.6  " 618.9  "1048    " 779.1  " 386.3  "  66.85 #  10.72 #
        Median    5.821#   2.580#   2.272#   8.442#  43.42 # 113.4  " 525.5  "1126    " 737.3  " 315.3  "  55.21 #   9.928#
       Maximum   10.85 #   4.555# 119.1  #  19.36 # 308.6  # 412.8  "1262    "1730    "1596    "1100    " 145.6  #  22.20 #
       Minimum    3.822#   1.965#   2.038#   6.710#  19.56 #  71.16 " 154.6  " 269.5  " 196.8  " 122.6  "  23.62 #   5.220#
         Total   194.1 #   79.70#  457.8 #  289.2 # 2004   # 4459   "19185   "32500   "23373   "11976   " 2005   #  332.3 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    265.4  #                " ... Relative Uncertainty +/-10%
 Ann. Median     53.61 #                # ... Relative Uncertainty +/-15%
Annual Total   96855   #

                Maximum     Minimum
      Daily    1730    #      1.965#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1994
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      4.950#   2.188#   1.541#   1.730#   2.100# 126.2  " 114.1  " 133.2  " 311.8  "  62.92 "  44.76 #  15.23 #     1
           2      4.646#   2.402#   1.501#   1.736#   1.963# 333.4  " 141.6  " 121.5  " 491.3     74.33 "  40.89 #  13.53 #     2
           3      4.674#   2.173#   1.478#   1.604#   1.900# 404.7    142.0  " 117.9  " 613.7    195.0  "  37.29 #  11.98 #     3
           4      4.662#   2.333#   1.479#   1.775#   1.950# 433.7    155.2  " 500.7  " 531.5    237.5  "  34.14 #  10.56 #     4
           5      4.523#   2.277#   1.450#   2.240#   1.913# 356.1  " 217.3  " 738.2    615.4    236.7  "  32.25 #   9.603#     5
           6      4.543#   2.263#   1.398#   1.973#   1.904# 251.3  " 293.0  " 722.4    498.1    259.5  "  29.97 #   8.884#     6
           7      4.565#   2.280#   1.336#   1.799#   1.809# 174.3  " 284.9  " 818.2    419.6    214.0  "  27.23 #   8.223#     7
           8      4.412#   2.353#   1.348#   1.878#   1.780# 150.3  " 334.9  " 800.9    346.3  " 169.0  "  24.63 #   7.639#     8
           9      4.433#   2.376#   1.405#   1.919#   1.745# 191.5  " 376.9    727.5    257.8  " 129.3  "  22.02 #   6.938#     9
          10      4.157#   2.716#   1.386#   1.896#   1.768# 148.0  " 453.7    569.3    219.8  " 106.8  "  20.37 #   6.503#    10
          11      3.958#   2.244#   1.307#   1.743#  13.39 # 113.6  " 546.0    648.3    347.9  "  91.52 "  19.36 #   6.089#    11
          12      3.773#   2.010#   1.280#   1.592#  25.81 # 105.3  " 505.9    850.9    372.0     76.08 "  18.25 #   5.968#    12
          13      3.657#   2.052#   1.241#   1.537#  20.72 # 119.3  " 464.9    839.4    331.6  "  64.41 "  16.85 #   5.835#    13
          14      3.536#   2.176#   1.278#   1.713#  14.10 # 148.6  " 398.9    807.3    285.3  " 218.6  "  15.43 #   5.558#    14
          15      3.282#   2.082#   1.448#   1.757#  11.14 # 108.1  " 319.7  " 763.8    245.4  " 728.0     14.09 #   5.332#    15
          16      3.034#   1.951#   1.263#   2.237#   9.559#  90.04 " 264.3  " 647.8    197.2  " 673.8     13.01 #   5.170#    16
          17      3.084#   1.813#   1.260#   2.144#   8.972#  84.04 " 231.9  " 555.7    174.9  " 523.3     12.56 #   4.902#    17
          18      3.021#   1.715#   1.285#   1.887#   8.302#  80.79 " 188.1  " 510.0    148.3  " 368.1  "  18.25 #   4.582#    18
          19      2.912#   1.658#   1.298#   2.005#   6.946#  83.94 " 162.9  " 405.3    123.7  " 254.2  "  30.90 #   4.280#    19
          20      2.837#   1.661#   1.345#   2.054#   6.999#  83.09 " 191.3  " 358.1    105.0  " 192.4  "  26.46 #   4.034#    20
          21      2.799#   1.741#   1.367#   2.040#   9.424# 127.5  " 244.1  " 382.7     92.40 " 145.4  "  20.45 #   3.716#    21
          22      2.706#   1.725#   1.406#   1.958#  14.24 # 201.3  " 262.3  " 369.5     81.24 " 109.5  "  16.87 #   3.442#    22
          23      2.681#   1.613#   1.437#   2.056#  18.61 # 142.7  " 254.4  " 298.7  "  71.63 "  84.70 "  14.72 #   3.182#    23
          24      2.615#   1.679#   1.514#   2.288#  47.00 # 195.7  " 255.1  " 253.6  "  64.87 "  72.58 "  13.69 #   2.927#    24
          25      3.061#   1.836#   1.442#   1.989#  65.00 # 306.0  " 249.2  " 229.6  "  58.26 "  98.83 "  14.06 #   2.718#    25
          26      3.057#   1.844#   1.419#   2.130#  32.29 # 242.9  " 225.8  " 209.2  "  53.02 " 119.6  "  18.82 #   2.540#    26
          27      2.753#   1.762#   1.433#   2.654#  22.16 # 206.3  " 198.6  " 193.6  "  49.43 " 108.3  "  28.43 #   2.494#    27
          28      2.566#   1.618#   1.510#   2.331#  17.10 # 169.3  " 198.9  " 195.8  "  46.55 "  88.52 "  23.22 #   2.339#    28
          29      2.534#            1.447#   2.255#  44.92 # 133.1  " 175.1  " 162.7  "  44.61 "  68.85 "  18.60 #   2.202#    29
          30      2.511#            1.511#   2.168# 245.9  " 114.1  " 158.8  " 142.2  "  49.15 "  56.71 "  16.69 #   2.178#    30
          31      2.259#            1.571#          144.5  "          143.1  " 152.4  "           50.06 "            2.214#    31

          Mean    3.490#   2.019#   1.400#   1.970#  26.00 # 180.8  " 263.0  " 458.9  " 241.6  " 189.6  "  22.81 #   5.832#
        Median    3.084#   2.031#   1.406#   1.965#   9.559# 148.3  " 244.1  " 405.3  " 208.5  " 119.6  "  19.87 #   5.170#
       Maximum    4.950#   2.716#   1.571#   2.654# 245.9  # 433.7  " 546.0  " 850.9  " 615.4  " 728.0  "  44.76 #  15.23 #
       Minimum    2.259#   1.613#   1.241#   1.537#   1.745#  80.79 " 114.1  " 117.9  "  44.61 "  50.06 "  12.56 #   2.178#
         Total   108.2 #   56.54#   43.39#   59.09#  806.0 # 5425   " 8153   "14227   " 7248   " 5878   "  684.2 #  180.8 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    117.5  #                " ... Relative Uncertainty +/-10%
 Ann. Median     18.25 #                # ... Relative Uncertainty +/-15%
Annual Total   42869   #

                Maximum     Minimum
      Daily     850.9  #      1.241#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1995
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.988#   1.684#   1.683#   1.785#   2.740#  10.96 # 116.0  " 598.2    412.2    286.0  "  48.64 "  20.50 #     1
           2      1.853#   1.736#   1.610#   1.650#   2.675#  11.15 #  96.40 " 490.4    339.8    220.0  "  92.89 "  18.65 #     2
           3      1.854#   1.566#   1.791#   1.603#   2.474#  14.74 #  77.66 " 401.3    591.3    170.3  " 186.0  "  17.13 #     3
           4      2.000#   1.549#   2.327#   1.613#   2.296#  14.60 #  65.53 " 337.1  "1208      161.7  " 207.5  "  15.88 #     4
           5      1.931#   1.459#   1.830#   1.548#   2.125#  13.33 #  56.28 " 262.7  "1298      175.7  " 168.5  "  14.96 #     5
           6      1.933#   1.392#   1.561#   1.396#   2.008#  15.43 #  74.50 " 197.8  "1373      141.9  " 144.3  "  13.84 #     6
           7      1.847#   1.389#   1.499#   1.362#   1.912#  24.63 #  84.53 " 156.0  "1553      115.5  " 119.6  "  12.73 #     7
           8      1.963#   1.348#   1.526#   1.361#   1.898#  36.91 # 230.4  " 128.9  "1505       94.41 " 116.1  "  11.91 #     8
           9      2.129#   1.277#   1.488#   1.374#   1.996# 141.9  " 494.5    127.2  "1248       79.18 " 165.0  "  11.17 #     9
          10      1.912#   1.199#   1.389#   1.438#   2.218# 137.1  " 556.7    156.7  " 933.4     70.45 " 170.7  "  10.44 #    10
          11      1.766#   1.168#   1.281#   1.305#   2.732#  62.60 " 574.3    189.5  " 734.0     67.48 " 118.1  "   9.574#    11
          12      1.710#   1.168#   1.262#   1.258#   7.281#  48.54 " 591.2    261.5  " 555.1     83.11 "  91.18 "   8.722#    12
          13      1.810#   1.207#   1.271#   1.172#  17.63 #  85.66 " 540.1    428.0  " 412.2     77.12 "  73.18 "   8.190#    13
          14      2.066#   1.411#   1.246#   1.484#  28.95 # 194.2  " 470.4    483.8    307.7  "  67.96 "  56.60 "   8.253#    14
          15      2.009#   1.335#   1.195#   2.375#  16.95 # 104.1  " 407.5    482.6    245.7  "  60.79 "  46.21 "   8.073#    15
          16      1.937#   1.166#   1.192#   1.812#  11.43 #  75.40 " 389.4    430.1    198.3  "  51.79 "  40.32 #   7.462#    16
          17      1.974#   1.137#   1.187#   1.916#   9.982#  65.24 " 351.3  " 430.2    164.8  "  49.92 "  35.30 #   6.546#    17
          18      1.904#   1.185#   1.108#   2.642#  13.83 #  55.09 " 289.1  " 480.6    144.7  " 122.6  "  31.09 #   6.065#    18
          19      1.896#   1.197#   1.088#   2.443#  14.47 #  44.84 # 261.6  " 462.6    132.3  " 257.8  "  27.86 #   6.240#    19
          20      1.876#   1.211#   1.039#   2.597#  10.66 #  40.91 # 402.6  " 444.5    127.1  " 217.9  "  25.06 #  11.47 #    20
          21      1.594#   1.210#   1.032#   2.505#   8.816#  40.47 # 728.4    352.0    120.2  " 213.0  "  22.18 #  10.58 #    21
          22      1.524#   1.171#   1.064#   2.367#   9.651#  39.86 # 680.0    305.0  " 113.1  " 184.2  "  19.70 #  14.55 #    22
          23      1.546#   1.648#   1.085#   2.232#  16.19 #  47.43 # 642.1    293.8  " 105.0  " 129.6  "  17.77 #  29.96 #    23
          24      1.452#   2.311#   1.500#   2.072#  34.23 #  83.26 " 534.5    310.4  "  92.97 "  99.02 "  16.39 #  46.09 #    24
          25      1.403#   1.805#   6.619#   1.964#  30.02 #  81.85 " 526.0    412.4     82.51 "  74.90 "  18.79 #  51.58 "    25
          26      1.342#   1.454#   5.181#   1.861#  21.46 # 161.5  " 513.1    432.1     73.99 "  58.76 "  23.73 #  53.42 "    26
          27      1.461#   1.491#   4.742#   2.049#  15.74 # 174.2  " 473.2    427.0     66.32 "  48.57 "  23.87 #  64.60 "    27
          28      1.599#   1.571#   3.364#   2.259#  13.59 # 124.4  " 452.1    341.7  "  60.90 "  41.77 #  26.00 #  54.35 "    28
          29      1.476#            2.538#   2.137#  16.19 # 116.8  " 524.9    283.2  "  82.23 "  37.08 #  22.98 #  56.11 "    29
          30      1.393#            2.100#   2.386#  17.19 # 122.8  " 681.0    310.9  " 147.1  "  35.69 #  21.40 #  71.83 "    30
          31      1.554#            1.935#           12.89 #          642.4    378.1  "           43.08 #           58.09 "    31

          Mean    1.765#   1.409#   1.927#   1.865#  11.36 #  73.00 # 404.1  " 348.3  " 480.9  " 114.1  #  72.56 #  23.84 #
        Median    1.853#   1.368#   1.499#   1.836#  10.66 #  58.84 # 470.4  " 352.0  " 222.0  "  83.11 #  43.27 #  13.84 #
       Maximum    2.129#   2.311#   6.619#   2.642#  34.23 # 194.2  # 728.4  " 598.2  "1553    " 286.0  # 207.5  #  71.83 #
       Minimum    1.342#   1.137#   1.032#   1.172#   1.898#  10.96 #  56.28 " 127.2  "  60.90 "  35.69 #  16.39 #   6.065#
         Total    54.70#   39.45#   59.73#   55.96#  352.2 # 2190   #12528   "10796   "14428   " 3537   # 2177   #  738.9 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    128.6  #                " ... Relative Uncertainty +/-10%
 Ann. Median     22.98 #                # ... Relative Uncertainty +/-15%
Annual Total   46957   #

                Maximum     Minimum
      Daily    1553    #      1.032#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1996
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     51.53 "   3.847#   1.316#   1.658#   2.384#   3.928#  65.71 "1468      648.4   2828      190.4  "  18.35 #     1
           2     42.09 #   3.525#   1.350#   1.639#   2.997#   4.453#  81.28 "1504      532.2   2241      146.5  "  20.05 #     2
           3     32.63 #   3.092#   1.426#   1.592#   2.024#   4.810# 114.1  "1446      477.1   1672      118.3  "  19.80 #     3
           4     26.52 #   2.640#   1.467#   1.662#   2.134#   3.964# 118.0  "1865      399.0   1271       97.69 "  19.37 #     4
           5     22.34 #   2.302#   1.553#   1.617#   2.574#   3.573# 107.7  "1455      327.3  " 970.1     82.85 "  17.42 #     5
           6     18.97 #   2.130#   1.332#   1.496#   2.207#   3.660# 122.0  "1239      333.0  " 773.0     71.97 "  17.07 #     6
           7     16.12 #   2.026#   1.213#   1.467#   2.146#   3.599# 127.7  "1269      356.2    618.7     65.44 "  19.33 #     7
           8     13.90 #   1.968#   1.144#   1.418#   2.251#   3.426# 136.7  "1141      303.3  " 487.2     58.43 "  17.75 #     8
           9     12.24 #   1.874#   1.096#   1.389#   2.249#   3.249# 124.8  " 957.0    284.0  " 395.3     51.21 "  15.91 #     9
          10     11.03 #   1.702#   1.113#   1.386#   2.617#   3.693# 115.2  " 897.4    396.4  " 352.0     46.32 "  14.50 #    10
          11      9.921#   1.554#   1.104#   1.519#   3.027#   3.464# 137.3  " 927.0    823.8    469.2     42.56 #  13.88 #    11
          12      9.074#   1.500#   1.132#   1.622#   2.560#   3.654# 140.0  " 788.5    995.1    432.3     39.38 #  65.03 #    12
          13      8.382#   1.456#   1.044#   1.736#   2.328#   3.598# 116.7  "1049     1136      438.2     35.71 # 198.2  "    13
          14      7.633#   1.534#   1.076#   1.609#   2.303#   3.348#  97.48 "1047     1393      376.8     32.83 # 175.7  "    14
          15      6.808#   1.580#   1.237#   1.511#   2.280#   3.484#  73.31 "1121     1905      320.3  "  37.33 # 178.4  "    15
          16      6.061#   1.520#   1.376#   1.494#   2.399#   5.575#  68.19 "1105     1869      275.4  "  60.89 " 256.5  "    16
          17      5.496#   1.550#   1.344#   1.480#   3.079#   5.949# 162.5  " 982.8   1975      244.5  "  76.70 " 188.6  "    17
          18      5.089#   1.565#   1.336#   1.423#   2.574#  11.97 # 230.4  " 896.1   1736      211.7  "  55.86 " 108.4  "    18
          19      4.652#   1.550#   1.314#   1.539#   2.666#  14.83 # 286.3  " 706.3   2121      184.5  "  46.47 "  74.75 "    19
          20      4.148#   1.624#   1.330#   1.456#   2.942#  13.69 # 403.8    607.5   2132      158.0  "  44.42 "  52.50 "    20
          21      3.749#   1.573#   1.320#   1.380#   3.010#  15.96 # 500.2    539.3   1851      169.5  "  41.77 #  40.34 #    21
          22      3.378#   1.563#   1.310#   1.457#   3.545#  26.17 # 546.0    455.9   2133      542.6     38.31 #  32.92 #    22
          23      3.066#   1.524#   1.379#   1.679#   3.205#  20.83 # 595.3    451.7   2006      826.7     33.30 #  27.98 #    23
          24      2.600#   1.588#   1.383#   1.647#   3.288#  45.69 # 851.3    489.5   2286     2540       28.81 #  23.88 #    24
          25      2.432#   1.571#   1.331#   1.757#   3.172#  73.74 "1372      502.5   2038     2559       25.30 #  20.48 #    25
          26      2.310#   1.572#   1.269#   2.349#   2.978#  69.49 "1669      540.1   1791     1726       22.64 #  18.00 #    26
          27      2.171#   1.541#   1.258#   2.271#   2.809#  61.12 "1791      525.4   1503     1147       20.62 #  16.09 #    27
          28      2.017#   1.463#   1.722#   2.117#   2.621#  58.14 "1365      755.6   2290      722.4     18.86 #  14.72 #    28
          29      2.230#   1.352#   1.795#   2.052#   2.417#  49.02 "1156      845.5   2980      502.8     17.38 #  13.57 #    29
          30      3.720#            2.025#   1.981#   2.280#  44.42 #1646      736.8   3330      368.0  "  16.93 #  12.55 #    30
          31      3.265#            1.690#            3.766#         1542      770.9             262.0  "           11.50 #    31

          Mean   11.15 #   1.872#   1.348#   1.647#   2.672#  19.08 # 511.7  " 938.3   1412    " 841.5  "  55.51 #  55.60 #
        Median    6.061#   1.572#   1.330#   1.600#   2.574#   5.193# 140.0  " 897.4   1619    " 487.2  "  43.49 #  19.80 #
       Maximum   51.53 #   3.847#   2.025#   2.349#   3.766#  73.74 #1791    "1865     3330    "2828    " 190.4  # 256.5  #
       Minimum    2.017#   1.352#   1.044#   1.380#   2.024#   3.249#  65.71 " 451.7    284.0  " 158.0  "  16.93 #  11.50 #
         Total   345.6 #   54.29#   41.78#   49.40#   82.83#  572.5 #15862   "29086    42351   "26085   " 1665   # 1724   #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    322.2  #                " ... Relative Uncertainty +/-10%
 Ann. Median     18.92 #                # ... Relative Uncertainty +/-15%
Annual Total   117919  #

                Maximum     Minimum
      Daily    3330    #      1.044#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1997
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     10.56 #   1.900#   3.280#   2.154#   2.419#  32.08 #  36.55 # 126.1  " 527.7    134.2  "  20.82 #  10.50 #     1
           2      9.728#   1.779#   3.026#   2.001#   2.269#  29.77 #  32.95 # 101.1  " 825.4    125.7  "  19.49 #   9.568#     2
           3      8.899#   1.802#   2.717#   1.804#   2.457#  28.47 #  31.06 #  88.07 "1186      125.5  "  18.26 #   9.122#     3
           4      8.192#   1.809#   2.363#   1.746#   2.571#  33.90 #  28.82 #  91.60 "1108      117.8  "  17.31 #   9.242#     4
           5      7.624#   1.751#   2.085#   1.678#   2.459#  50.01 #  27.04 # 244.8  " 953.8    115.8  "  17.45 #   9.394#     5
           6      7.030#   1.665#   1.985#   1.648#   2.354#  77.22 "  26.72 # 379.9   1494       98.60 "  18.38 #   9.489#     6
           7      6.407#   1.723#   1.844#   1.612#   2.240#  53.99 "  48.76 # 332.7   1379       85.36 "  17.95 #   9.860#     7
           8      5.857#   1.764#   1.690#   1.464#   2.142#  62.64 "  89.23 " 350.3   1113       76.26 "  16.95 #   9.275#     8
           9      5.364#   1.803#   1.581#   1.426#   2.107#  75.42 " 214.9  " 397.4   1044       75.27 "  16.17 #   8.133#     9
          10      5.059#   1.656#   1.597#   1.446#   1.972#  89.93 " 189.0  " 516.1    880.9    214.6  "  14.95 #   7.248#    10
          11      4.649#   1.617#   1.628#   1.715#   2.132#  79.15 " 210.2  " 507.5   1112      318.9  "  14.16 #   6.720#    11
          12      4.345#   1.659#   1.523#   1.787#   2.183#  77.90 " 206.9  " 469.6   1349      223.1  "  13.83 #   6.346#    12
          13      3.880#   1.679#   1.512#   1.625#   2.133#  89.23 " 263.6  " 424.3   1911      193.1  "  13.84 #   6.069#    13
          14      3.635#   1.620#   1.473#   1.484#   2.109#  86.94 " 368.8    356.0   1851      172.9  "  13.48 #   5.704#    14
          15      3.494#   1.542#   1.411#   1.456#   2.103#  78.17 " 295.6  " 444.3   2246      136.5  "  13.13 #   5.147#    15
          16      3.277#   1.476#   2.218#   1.440#   2.231#  65.80 " 292.0  " 459.9   2076      104.6  "  12.33 #   5.038#    16
          17      3.133#   1.542#   3.217#   1.445#   2.380#  51.05 " 299.3  " 475.5   1486       85.97 "  11.32 #   4.703#    17
          18      3.135#   1.600#   3.197#   1.423#   7.011#  43.25 # 282.4  " 446.8   1080       73.49 "  10.47 #   4.536#    18
          19      3.054#   1.628#   3.030#   1.413#   8.598#  43.59 # 248.2  " 310.7  " 925.5     62.21 "   9.784#   4.457#    19
          20      3.029#   2.199#   2.357#   1.586#   8.015#  48.22 " 179.3  " 242.4  " 961.5     53.15 "   9.201#   4.065#    20
          21      3.207#   2.717#   1.724#   2.125#   7.057#  45.51 " 118.4  " 204.0  " 813.8     47.24 "  18.08 #   3.615#    21
          22      3.280#   3.314#   1.863#   1.894#   5.852#  44.80 #  84.79 " 204.4  " 680.8     42.43 #  38.47 #   3.375#    22
          23      3.311#   4.225#   1.986#   1.936#   6.226#  66.86 "  68.52 " 210.0  " 509.5     37.92 #  24.99 #   3.013#    23
          24      3.229#   5.119#   1.815#   2.043#   6.179#  85.06 "  58.89 " 183.6  " 404.4     35.33 #  20.10 #   2.836#    24
          25      2.996#   7.024#   1.701#   1.942#  10.96 #  69.87 "  73.75 " 153.8  " 356.3  "  33.25 #  16.78 #   2.506#    25
          26      2.769#   7.139#   1.699#   1.873#  13.00 #  62.10 " 101.5  " 133.1  " 282.3  "  30.65 #  15.25 #   2.189#    26
          27      2.557#   5.876#   1.631#   2.226#  12.26 #  49.83 " 197.2  " 121.1  " 243.7  "  28.09 #  13.99 #   2.061#    27
          28      2.409#   4.062#   1.583#   2.069#  10.80 #  53.59 " 158.4  " 159.7  " 203.9  "  26.30 #  12.79 #   2.025#    28
          29      2.371#            1.642#   1.885#  12.05 #  49.79 " 128.5  " 702.3  " 174.8  "  24.86 #  11.73 #   1.861#    29
          30      2.221#            1.912#   2.036#  10.42 #  41.38 # 130.3  " 723.5    148.2  "  23.95 #  10.81 #   1.831#    30
          31      2.061#            2.002#           28.37 #          128.7  " 621.5              22.50 #            1.770#    31

          Mean    4.541#   2.632#   2.042#   1.746#   5.970#  58.85 # 149.0  # 328.5  " 977.6  "  95.02 #  16.08 #   5.539#
        Median    3.311#   1.772#   1.844#   1.731#   2.459#  53.79 # 128.7  # 332.7  " 957.6  "  76.26 #  15.10 #   5.038#
       Maximum   10.56 #   7.139#   3.280#   2.226#  28.37 #  89.93 # 368.8  # 723.5  "2246    " 318.9  #  38.47 #  10.50 #
       Minimum    2.061#   1.476#   1.411#   1.413#   1.972#  28.47 #  26.72 #  88.07 " 148.2  "  22.50 #   9.201#   1.770#
         Total   140.8 #   73.69#   63.29#   52.38#  185.1 # 1766   # 4620   #10182   "29329   " 2946   #  482.3 #  171.7 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    137.0  #                " ... Relative Uncertainty +/-10%
 Ann. Median     11.32 #                # ... Relative Uncertainty +/-15%
Annual Total   50012   #

                Maximum     Minimum
      Daily    2246    #      1.411#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1998
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.701#   1.000#   0.873$   1.381#  12.37 #  21.58 # 141.1  " 402.4   3437      869.4     40.86 #  13.37 #     1
           2      1.558#   0.944$   0.899$   1.302#  10.99 #  20.09 # 117.9  " 360.6   2844      802.4     37.75 #  24.09 #     2
           3      1.462#   0.891$   0.899$   1.250#   9.719#  18.59 # 101.3  " 334.7   3403      751.7     35.73 #  29.07 #     3
           4      1.452#   0.885$   0.860$   1.212#   8.721#  18.23 # 104.5  " 338.8   4492      625.4     34.23 #  22.93 #     4
           5      1.472#   0.846$   0.786$   1.241#   8.611#  23.67 # 183.1  " 348.0   3636      539.3     31.77 #  20.00 #     5
           6      1.446#   0.846$   0.733$   1.263#   8.262#  35.03 # 262.4  " 392.0   3005      462.8     30.05 #  17.61 #     6
           7      1.310#   0.858$   0.681$   1.351#   7.723#  27.75 # 449.6    351.1   2233      390.4     29.13 #  14.96 #     7
           8      1.214#   0.841$   0.808$   1.487#   7.293#  24.51 # 321.7    343.2   1653      374.8     28.00 #  12.76 #     8
           9      1.132#   0.840$   1.478#   1.511#  13.27 #  26.59 # 362.1    372.3   1247      409.3     25.99 #  10.95 #     9
          10      1.131#   0.772$   2.378#   1.802#  24.19 #  45.51 # 356.6    360.3    969.2    391.7     23.75 #  10.06 #    10
          11      1.219#   0.732$   2.291#   2.232#  21.29 #  86.70 " 330.8  " 410.0    814.9    305.4  "  21.87 #  10.11 #    11
          12      1.145#   0.741$   2.162#   2.171#  16.03 # 106.8  " 292.1  " 362.1    721.7    284.4  "  20.28 #  10.19 #    12
          13      1.010#   0.739$   1.798#   2.220#  17.28 # 119.1  " 235.7  " 325.7  " 901.0    242.9  "  19.36 #   9.939#    13
          14      0.926$   0.810$   2.515#   2.118#  27.28 # 144.5  " 175.6  " 297.8  " 825.1    220.9  "  20.11 #   9.334#    14
          15      0.873$   0.870$   2.215#   1.953#  35.36 # 136.9  " 131.5  " 274.1  " 819.4    195.5  "  21.05 #   8.489#    15
          16      1.053$   0.764$   1.782#   1.929#  33.44 # 133.1  " 104.2  " 249.1  " 722.6    168.9  "  19.53 #   7.663#    16
          17      1.151#   0.683$   1.537#   2.528#  30.61 # 110.7  "  87.86 " 270.9  " 654.7    165.6  "  17.84 #   6.859#    17
          18      1.110#   0.632$   1.364#   4.130#  26.92 #  99.48 "  78.17 " 271.8  " 677.2    202.0  "  17.47 #   6.181#    18
          19      1.105#   0.607$   1.261#   6.126#  25.05 #  84.53 "  78.80 " 556.3    605.0    195.4  "  17.57 #   5.663#    19
          20      1.033#   0.620$   4.232#   5.784#  23.53 #  99.95 "  87.00 " 613.5    496.3    185.5  "  17.85 #   5.189#    20
          21      1.045#   0.621$   9.118#   5.286#  20.92 # 105.6  " 103.7  " 831.9    728.0    153.7  "  17.51 #   4.881#    21
          22      1.027#   0.636$   9.101#   4.452#  23.39 # 121.5  " 168.4  " 876.7   1808      124.6  "  16.88 #   4.652#    22
          23      1.063#   0.618$   5.964#   4.421#  22.94 # 125.7  " 237.3  " 821.8   2195      108.4  "  16.34 #   5.270#    23
          24      1.094#   0.731$   4.423#   4.120#  19.26 # 133.6  " 159.0  " 785.1   2117       92.18 "  16.52 #   5.279#    24
          25      1.031#   0.701$   3.274#  13.53 #  19.84 # 130.4  " 148.8  " 662.7   1746       83.55 "  16.25 #   6.044#    25
          26      1.018#   0.688$   2.579#  27.32 #  32.33 # 110.0  " 269.4  " 505.8   1318       77.48 "  16.03 #   5.790#    26
          27      1.004$   0.670$   2.177#  24.39 #  28.67 # 112.9  " 337.4  " 430.1   1154       68.04 "  15.96 #   5.677#    27
          28      0.953#   0.699$   1.864#  20.31 #  29.09 # 140.3  " 309.2  " 402.2   1026       60.50 "  15.34 #   5.136#    28
          29      0.903$            1.623#  17.03 #  25.62 # 110.2  " 315.4  " 940.0    884.3     55.63 "  13.84 #   4.589#    29
          30      0.935$            1.541#  14.29 #  22.00 # 132.0  " 281.5  "1814      811.4     50.26 "  12.78 #   4.196#    30
          31      0.971#            1.483#           22.38 #          290.4  "2275                45.20 "            4.040#    31

          Mean    1.147$   0.760$   2.410$   6.005#  20.46 #  86.84 # 213.6  " 567.1  "1598      280.7  "  22.25 #  10.03 #
        Median    1.094$   0.740$   1.782$   2.226#  22.00 # 106.2  # 183.1  " 392.0  "1090      195.5  "  19.44 #   7.663#
       Maximum    1.701$   1.000$   9.118$  27.32 #  35.36 # 144.5  # 449.6  "2275    "4492      869.4  "  40.86 #  29.07 #
       Minimum    0.873$   0.607$   0.681$   1.212#   7.293#  18.23 #  78.17 " 249.1  " 496.3     45.20 "  12.78 #   4.040#
         Total    35.55$   21.29$   74.70$  180.1 #  634.3 # 2605   # 6622   "17579   "47946     8703   "  667.6 #  311.0 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    233.9  $                " ... Relative Uncertainty +/-10%
 Ann. Median     21.29 $                # ... Relative Uncertainty +/-15%
Annual Total   85381   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    4492    $      0.607$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          1999
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      4.072#   1.782#   0.846$   1.313#   0.846$ 103.8  # 428.0    326.4  " 470.1    432.1     66.33 "  14.89 #     1
           2      3.922#   1.618#   0.821$   1.191#   1.112# 142.2  # 336.7  " 277.6  " 362.1    457.6     58.82 "  17.68 #     2
           3      3.732#   1.549#   0.786$   1.193#   1.441# 168.6  " 262.6  " 255.5  " 742.2    471.0     53.29 "  18.41 #     3
           4      3.441#   1.551#   0.794$   1.236#   1.416# 180.0  " 231.7  " 228.4  "1391      434.1     51.41 "  16.33 #     4
           5      3.352#   1.355#   0.800$   1.289#   1.655# 144.7  " 481.2  " 185.7  "1479      348.4  "  64.62 "  15.07 #     5
           6      3.196#   1.341#   0.808$   1.255#   5.509# 126.4  # 486.9    163.3  "1402      285.8  "  88.86 "  14.36 #     6
           7      3.417#   1.247#   0.777$   1.183#   2.885# 116.1  # 807.5    178.9  "1094      257.5  "  94.02 "  13.74 #     7
           8      3.526#   1.183#   0.977$   1.114#   3.886#  79.41 " 887.9    169.9  " 875.7    386.4  "  77.76 "  13.04 #     8
           9      3.280#   1.121#   1.174#   1.098#   3.082#  61.14 " 731.7    174.0  " 706.9    502.5     91.02 "  12.51 #     9
          10      3.109#   1.122#   1.034#   1.166#   4.191#  52.68 " 691.8    191.8  " 559.3    505.9     73.22 "  11.61 #    10
          11      2.747#   1.153#   0.935$   1.151#   4.040#  46.50 " 557.6    518.3  " 692.6    499.2     56.99 "  10.67 #    11
          12      2.554#   1.100#   0.920$   1.111#   3.338#  45.53 " 452.8    712.4    837.8    459.9     47.88 "  10.58 #    12
          13      2.440#   1.079#   0.968#   1.032#   3.382#  41.10 # 386.4    724.3    744.9    380.3     44.25 #  11.21 #    13
          14      2.307#   1.313#   1.042#   0.968#   3.534#  48.11 # 401.4    647.7   1021      804.9     40.80 #  11.16 #    14
          15      2.122#   1.166#   1.224#   0.920$   3.259#  41.12 # 420.7    508.3   1721     1194       37.87 #  10.63 #    15
          16      1.942#   1.078#   1.268#   0.879$   2.671#  59.25 # 515.3    447.9   2196     1233       35.18 #   9.684#    16
          17      1.955#   1.072#   1.452#   0.795$   2.374#  92.92 # 886.5    451.1   2276     1197       33.79 #   8.673#    17
          18      1.964#   1.133#   1.475#   0.906$   2.297#  86.02 "1237      553.9   1858      908.8     37.18 #   7.565#    18
          19      1.756#   1.160#   1.629#   0.941#   2.754# 216.1  "1582      805.8   1415      751.8     41.12 #   7.041#    19
          20      1.572#   1.187#   1.967#   0.891$   2.912# 335.6  "1441      952.2   1096      605.9     38.21 #   6.980#    20
          21      1.661#   1.309#   2.012#   0.842$   4.973# 283.1  "1132      931.3   1034      436.9     34.36 #   6.505#    21
          22      2.059#   1.327#   1.719#   0.836$   5.404# 363.9  " 878.8    770.3    896.9    326.7  "  31.45 #   5.830#    22
          23      2.161#   1.235#   1.646#   0.832$   4.827# 412.3    683.2    589.4    794.8    254.2  "  28.35 #   5.983#    23
          24      2.166#   1.148#   1.672#   0.864$   4.237# 354.2    514.5    563.5    664.2    195.7  "  25.54 #   5.667#    24
          25      2.473#   1.087#   1.577#   0.880$   4.177# 401.5    402.1    836.2    543.8    158.0  "  23.41 #   5.127#    25
          26      2.805#   1.099#   1.530#   0.927#   6.182# 640.3    334.0    976.8    440.1    132.8  "  21.40 #   4.690#    26
          27      2.485#   0.960$   1.458#   0.918$  17.76 # 483.1    304.8  " 935.7    370.4    112.9  "  19.42 #   4.200#    27
          28      2.316#   0.874$   1.349#   0.908$  52.40 # 610.7    311.4  " 915.6    335.4     98.41 "  17.66 #   3.807#    28
          29      2.470#            1.400#   0.911$  76.47 " 738.8    405.4    801.4    313.3  "  86.71 "  16.30 #   3.725#    29
          30      2.155#            1.507#   0.870$  54.90 # 524.8    380.5    699.8    296.6  "  78.58 "  15.24 #   3.448#    30
          31      1.824#            1.433#           63.31 #          351.7    601.3              73.54 "            3.047#    31

          Mean    2.612#   1.227$   1.258$   1.014$  11.33 $ 233.3  # 610.5  " 551.4  " 954.4  " 453.9  "  45.53 #   9.479#
        Median    2.470#   1.163$   1.268$   0.934$   3.534$ 143.4  # 481.2  " 563.5  " 816.3  " 432.1  "  39.51 #   9.684#
       Maximum    4.072#   1.782$   2.012$   1.313$  76.47 $ 738.8  #1582    " 976.8  "2276    "1233    "  94.02 #  18.41 #
       Minimum    1.572#   0.874$   0.777$   0.795$   0.846$  41.10 # 231.7  " 163.3  " 296.6  "  73.54 "  15.24 #   3.047#
         Total    80.98#   34.35$   39.00$   30.42$  351.2 $ 7000   #18925   "17095   "28631   "14070   " 1366   #  293.9 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    240.9  $                " ... Relative Uncertainty +/-10%
 Ann. Median     21.40 $                # ... Relative Uncertainty +/-15%
Annual Total   87916   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    2276    $      0.777$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2000
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.947#   2.368#   1.566#   6.119#  13.14 #  10.94 #  96.12 " 245.9  " 907.5     63.09 "  17.09 #   6.369#     1
           2      2.782#   2.178#   1.343#   6.434#  11.70 #  11.30 # 116.7  " 387.2  " 849.3     57.58 "  15.92 #   5.785#     2
           3      2.553#   2.209#   1.360#   7.499#  11.52 #  11.26 # 172.1  " 694.4    813.9     53.26 "  15.09 #   5.196#     3
           4      2.395#   2.235#   1.431#   9.509#  12.43 #  11.23 # 300.2  " 654.8    814.5     50.38 "  14.21 #   5.164#     4
           5      2.217#   2.143#   1.384#   8.224#  12.04 #  10.84 # 505.3    594.1    751.5     54.84 "  13.49 #   4.871#     5
           6      2.190#   1.839#   1.325#   6.440#   9.501#  10.32 # 431.9    629.4   1388       63.33 "  13.29 #   4.592#     6
           7      2.000#   1.761#   1.289#   5.508#   7.956#  10.07 # 503.8    891.6   1275       61.00 "  14.35 #   4.389#     7
           8      1.932#   2.128#   1.409#   4.929#   7.177#   9.687# 450.7   1069     1167       58.59 "  19.53 #   4.048#     8
           9      1.831#   8.424#   2.000#   4.426#   6.917#   9.241# 357.1   1154     1294       53.69 "  23.70 #   3.856#     9
          10      1.704#   9.205#   9.207#   4.062#   7.417#   9.488# 330.6    957.8   1148       50.42 "  19.76 #   3.721#    10
          11      1.665#   6.784#  13.80 #   3.829#  11.13 #   9.055# 389.7    769.1    976.6     47.07 "  17.48 #   3.502#    11
          12      1.547#   4.998#  19.89 #   3.583#  25.18 #   8.689# 306.3  " 669.7    704.3     45.62 "  15.46 #   3.484#    12
          13      1.434#   3.996#  15.27 #   3.568#  26.52 #   8.868# 263.7  " 589.1    567.2     44.30 "  13.93 #   3.415#    13
          14      1.532#   3.549#  10.71 #   3.671#  21.15 #   9.495# 293.5  " 457.2    445.9     42.53 #  12.33 #   3.164#    14
          15      1.979#   3.292#   7.845#   3.957#  17.03 #  11.51 # 384.6    382.7    373.1     39.53 #  11.03 #   3.002#    15
          16      5.944#   3.020#   6.260#   3.858#  14.82 #  13.52 # 360.7    569.1    331.5  "  36.41 #   9.888#   2.829#    16
          17      9.027#   2.703#   5.521#   4.529#  18.71 #  12.68 # 400.4   1118      282.5  "  34.97 #   9.150#   2.568#    17
          18      8.456#   2.601#  16.32 #   5.636#  19.41 #  11.25 # 606.8    832.4    241.1  "  33.01 #   8.578#   2.430#    18
          19      6.289#   2.500#  23.15 #   6.199#  19.79 #  16.80 # 775.0    768.4    219.5  "  30.68 #   8.142#   2.502#    19
          20      4.692#   2.278#  16.99 #   5.660#  18.42 #  48.50 # 851.2    651.0    185.2  "  28.69 #   7.774#   2.804#    20
          21      3.847#   2.107#  15.20 #   4.906#  16.44 #  61.78 " 706.1    621.6    154.6  "  27.65 #   7.454#   4.179#    21
          22      3.637#   2.053#  14.19 #   4.259#  15.07 #  47.38 " 627.3    605.9    131.6  "  26.73 #   6.949#   4.326#    22
          23      3.939#   1.971#  11.84 #   3.827#  13.94 #  59.43 " 565.1    487.9    114.8  "  25.59 #   6.307#   4.823#    23
          24      5.134#   1.853#  10.42 #   3.424#  13.53 #  81.09 " 469.7    431.5    101.3  "  24.41 #   5.748#   4.499#    24
          25      4.594#   1.711#   9.180#   3.375#  13.06 # 133.7  " 392.6    394.2     89.98 "  25.43 #   5.573#   3.829#    25
          26      4.173#   1.646#   8.410#   3.711#  12.72 # 194.0  " 305.6  " 534.3     81.37 "  24.78 #   5.383#   3.277#    26
          27      3.499#   1.555#   8.226#   3.002#  12.27 # 139.4  " 246.3  " 527.9     75.51 "  23.05 #   6.614#   2.896#    27
          28      2.858#   1.618#   7.216#   4.663#  11.74 # 111.9  " 243.2  " 471.9     71.15 "  20.98 #   7.019#   2.568#    28
          29      2.545#   1.726#   6.702#  12.10 #  11.21 # 105.9  " 468.6    545.9     68.30 "  19.31 #   7.667#   3.453#    29
          30      2.369#            6.343#  17.12 #  10.53 # 115.1  " 357.4    658.1     65.63 "  18.37 #   6.840#   2.796#    30
          31      2.662#            6.023#           10.01 #          305.6  " 753.7              18.07 #            2.352#    31

          Mean    3.367#   2.981#   8.446#   5.601#  13.95 #  43.48 # 405.9  " 649.0  " 523.0  "  38.82 #  11.52 #   3.764#
        Median    2.662#   2.209#   7.845#   4.596#  12.72 #  11.41 # 384.6  " 621.6  " 352.3  "  36.41 #  10.46 #   3.502#
       Maximum    9.027#   9.205#  23.15 #  17.12 #  26.52 # 194.0  # 851.2  "1154    "1388    "  63.33 #  23.70 #   6.369#
       Minimum    1.434#   1.555#   1.289#   3.002#   6.917#   8.689#  96.12 " 245.9  "  65.63 "  18.07 #   5.383#   2.352#
         Total   104.4 #   86.45#  261.8 #  168.0 #  432.5 # 1304   #12584   "20118   "15690   " 1203   #  345.7 #  116.7 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    143.2  #                " ... Relative Uncertainty +/-10%
 Ann. Median     11.61 #                # ... Relative Uncertainty +/-15%
Annual Total   52415   #

                Maximum     Minimum
      Daily    1388    #      1.289#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2001
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.367#   1.989#   0.915$   1.093$   1.339#   4.743#  23.64 #  51.10 " 212.5  " 634.3     38.54 #  20.18 #     1
           2      2.421#   1.628#   0.986#   1.118$   1.344#   5.218#  22.45 #  44.67 # 159.9  " 532.8     34.41 #  21.03 #     2
           3      2.313#   1.439#   1.018#   1.143$   1.292#   7.807#  22.82 #  50.30 # 161.9  " 417.2     31.59 #  18.91 #     3
           4      1.914#   1.367#   1.010#   1.074$   1.296#  12.61 #  31.05 #  87.57 " 130.1  " 334.6  "  30.65 #  56.46 #     4
           5      1.804#   1.257#   0.901$   1.115#   1.258#  18.36 #  32.11 #  91.99 " 108.4  " 287.5  "  29.56 # 256.3  "     5
           6      1.764#   1.287#   0.834$   1.364#   5.813#  17.92 #  30.19 #  92.62 " 258.7  " 237.5  "  27.56 # 484.0        6
           7      1.796#   1.317#   0.883$   1.311#   6.665#  15.84 #  28.10 # 131.4  " 449.9    160.1  "  26.00 # 730.6        7
           8      1.874#   1.164#   0.864$   1.282#   6.628#  19.53 #  27.49 # 107.9  " 331.9  " 114.7  "  24.55 # 610.6        8
           9      2.004#   1.062#   0.809$   1.184#   4.357#  35.05 #  46.71 # 151.2  " 266.1  " 112.0  "  22.67 # 487.3        9
          10      1.953#   1.026#   0.782$   1.048#   4.298#  83.10 "  50.20 " 198.2  " 274.2  " 110.6  "  20.74 # 627.5       10
          11      2.120#   1.028#   0.719$   0.943$   3.707# 128.4  "  45.02 # 163.3  " 278.0  " 105.0  "  18.77 # 509.4       11
          12      2.395#   1.094#   0.723$   0.917$   6.026# 107.1  "  43.26 # 152.8  " 227.8  " 134.2  "  17.03 # 344.1  "    12
          13      2.379#   1.189#   0.818$   0.897$  12.16 # 115.0  "  57.20 " 158.1  " 191.1  " 137.5  "  15.58 # 224.0  "    13
          14      2.463#   1.128#   0.791$   0.977#  15.69 # 167.3  "  57.51 " 159.2  " 155.5  " 106.2  "  14.43 # 138.0  "    14
          15      2.412#   0.933$   1.016#   1.031#  11.08 # 171.5  "  67.04 " 165.1  " 123.7  " 107.6  "  14.48 #  87.20 "    15
          16      2.155#   0.899$   1.036#   1.108#   8.370# 162.4  "  62.38 " 186.5  " 106.4  " 108.7  "  15.02 #  61.30 "    16
          17      2.008#   0.821$   1.047#   1.238#   6.746# 122.1  "  51.01 " 136.8  "  90.41 "  81.99 "  19.29 #  47.31 "    17
          18      1.863#   0.892$   0.903$   1.140#   5.373#  85.40 "  44.48 # 107.4  "  78.82 "  70.13 "  30.68 #  39.71 #    18
          19      1.749#   0.981#   0.860$   1.122#   4.401#  60.72 "  40.43 # 112.4  "  70.94 "  60.18 "  29.78 #  35.18 #    19
          20      1.596#   0.904$   0.807$   1.105#   4.522#  48.15 "  36.52 # 112.9  "  62.75 "  53.54 "  28.76 #  31.73 #    20
          21      1.433#   0.850$   0.801$   1.085#   4.813#  41.86 #  37.79 # 109.8  "  55.59 "  54.23 "  30.01 #  28.91 #    21
          22      1.486#   0.832$   0.830$   1.116#   4.696#  37.68 #  46.52 #  96.35 " 108.6  " 130.3  "  27.60 #  25.79 #    22
          23      1.460#   0.874$   0.860$   1.076#   4.305#  33.60 #  42.96 #  81.95 " 377.3  " 137.2  "  26.11 #  22.33 #    23
          24      1.767#   1.016#   0.889$   1.190#   4.876#  30.90 #  38.31 # 118.3  " 361.0  " 139.7  "  33.97 #  19.88 #    24
          25      1.956#   1.111#   0.917$   1.562#   7.307#  28.94 #  34.38 # 133.0  " 227.8  " 116.0  "  33.79 #  18.08 #    25
          26      1.836#   1.115#   0.945$   1.564#   7.844#  28.12 #  32.53 # 101.0  " 166.4  "  85.45 "  29.41 #  16.76 #    26
          27      1.794#   1.004#   0.972$   1.433#   7.359#  26.99 #  31.95 #  88.41 " 140.8  "  71.40 "  24.76 #  15.63 #    27
          28      1.777#   0.916$   0.996$   1.351#   6.373#  24.68 #  30.43 #  75.94 " 130.0  "  61.33 "  22.24 #  14.57 #    28
          29      1.668#            1.020$   1.343#   5.869#  23.17 #  29.40 # 148.9  " 238.7  "  57.62 "  20.15 #  14.00 #    29
          30      1.618#            1.044$   1.307#   5.364#  23.38 #  31.75 # 499.8    816.7     49.48 "  18.75 #  13.20 #    30
          31      1.747#            1.068$            4.881#           51.27 # 350.0  "           43.16 #           12.35 #    31

          Mean    1.932#   1.112$   0.905$   1.175$   5.679#  56.26 #  39.58 # 137.6  # 212.1  " 156.5  #  25.23 # 162.3  #
        Median    1.863#   1.045$   0.901$   1.120$   5.364#  32.25 #  37.79 # 112.9  # 164.1  " 110.6  #  26.05 #  35.18 #
       Maximum    2.463#   1.989$   1.068$   1.564$  15.69 # 171.5  #  67.04 # 499.8  # 816.7  " 634.3  #  38.54 # 730.6  #
       Minimum    1.433#   0.821$   0.719$   0.897$   1.258#   4.743#  22.45 #  44.67 #  55.59 "  43.16 #  14.43 #  12.35 #
         Total   59.89 #  31.12 $  28.06 $  35.24 $ 176.1  #1688    #1227    #4265    #6362    "4853    # 756.9  #5032    #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     67.16 $                " ... Relative Uncertainty +/-10%
 Ann. Median     22.45 $                # ... Relative Uncertainty +/-15%
Annual Total   24514   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     816.7  $      0.719$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2002
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     11.64 #   1.988#   0.943$   1.141#  83.47 "  10.38 #  37.59 # 182.0  " 383.3    114.5  " 141.8  "   9.578#     1
           2     10.86 #   1.851#   0.863$   1.081#  71.41 "  10.24 #  42.13 # 213.6  " 559.7     98.79 " 204.1  "   9.168#     2
           3     10.18 #   1.724#   0.846$   1.027#  60.94 "  11.22 #  46.70 " 158.8  " 579.7     85.17 " 168.4  "   8.763#     3
           4      9.631#   1.695#   0.862$   1.064#  44.93 #  14.04 #  43.58 # 184.4  " 533.0     73.80 " 128.7  "   8.270#     4
           5      9.092#   1.645#   0.918$   0.974$  36.13 #  18.86 #  53.41 " 405.3  " 477.0     65.97 "  89.38 "   7.670#     5
           6      8.555#   1.540#   0.886$   0.975$  32.13 #  26.36 #  67.74 " 340.1  " 392.3    100.1  "  69.48 "   7.043#     6
           7      7.970#   1.427#   0.895$   1.054#  29.01 #  29.67 #  94.22 " 318.4  " 326.9  " 174.6  "  53.60 "   6.499#     7
           8      7.394#   1.350#   0.924$   1.132#  27.82 #  23.31 # 101.7  " 334.7    283.2  " 158.5  "  45.62 #   5.823#     8
           9      6.939#   1.198$   1.095#   1.259#  23.25 #  21.46 #  93.92 " 309.5  " 248.2  " 155.3  "  39.23 #   5.164#     9
          10      7.091#   1.122#   1.119#   1.207#  20.19 #  23.74 #  97.25 " 447.8  " 206.9  " 137.8  "  34.68 #   4.458#    10
          11      6.780#   1.127#   1.119#   1.151#  20.92 #  36.29 # 124.5  " 558.6    165.5  " 118.6  "  31.01 #   3.823#    11
          12      6.577#   1.159#   1.118#   1.130#  19.95 #  38.27 # 186.3  " 413.2    139.3  " 104.0  "  27.28 #   3.283#    12
          13      6.102#   1.154#   1.025#   1.165#  17.87 #  37.72 # 251.0  " 360.1    120.3  "  87.18 "  23.79 #   2.916#    13
          14      5.416#   1.110#   0.982#   1.163#  16.42 #  42.77 # 224.0  " 278.3  " 123.5  "  74.55 "  20.75 #   2.693#    14
          15      5.115#   1.069#   1.010$   1.122#  18.53 #  67.33 " 310.1  " 258.5  " 422.8  "  62.78 "  18.26 #   2.502#    15
          16      4.742#   1.573#   1.034#   2.884#  20.07 #  47.90 # 337.2    290.3  " 572.7     53.47 "  16.15 #   2.353#    16
          17      4.386#   1.162#   1.249#   5.774#  18.93 #  36.96 # 367.7    264.6  " 620.2     51.55 "  14.69 #   2.243#    17
          18      4.221#   1.241#   1.147#  11.93 #  21.33 #  56.65 # 419.1    248.6  " 712.8    115.3  "  14.00 #   2.095#    18
          19      3.965#   1.808#   1.066#  10.11 #  21.33 # 104.9  " 352.8  " 212.8  " 617.4    123.5  "  13.34 #   2.025#    19
          20      3.425#   1.708#   1.016#   6.696#  19.00 #  93.11 " 261.5  " 181.5  " 576.9    104.6  "  12.23 #   1.880#    20
          21      3.174#   1.527#   1.105# 327.5  #  20.34 # 106.9  " 232.1  " 150.7  " 467.5     97.02 "  11.25 #   1.871#    21
          22      2.994#   1.454#   1.542# 600.9     20.17 #  89.24 " 204.9  " 176.6  " 347.7  "  88.15 "  12.05 #   1.772#    22
          23      2.900#   1.323#   2.083# 507.0     18.09 #  94.17 " 183.7  " 165.3  " 277.8  "  74.00 "  13.95 #   1.749#    23
          24      2.701#   1.291#   2.285# 389.6     16.61 #  85.39 " 159.8  " 131.8  " 233.2  "  61.28 "  15.49 #   1.747#    24
          25      2.573#   1.269#   2.914# 305.2  "  15.02 #  85.37 " 178.3  " 112.6  " 208.7  "  51.05 "  15.05 #   1.648#    25
          26      2.385#   1.218#   2.447# 222.5  "  13.95 #  68.93 " 152.4  " 115.1  " 209.6  "  44.47 #  13.76 #   1.626#    26
          27      2.240#   1.173#   1.925# 174.5  "  13.03 #  55.11 " 217.4  " 260.8  " 226.5  "  40.10 #  12.82 #   1.982#    27
          28      2.061#   1.117#   1.542# 133.7  "  12.20 #  45.52 # 185.7  " 313.3  " 199.4  "  43.27 #  11.84 #   2.405#    28
          29      2.049#            1.362# 149.0  "  11.66 #  40.47 # 150.5  " 318.8  " 174.6  " 100.1  "  10.92 #   2.254#    29
          30      1.995#            1.249# 120.9  "  11.29 #  37.39 # 145.7  " 387.8    139.9  "  83.16 "  10.01 #   2.822#    30
          31      1.924#            1.229#           10.79 #          162.9  " 375.3              67.05 "            2.726#    31

          Mean    5.390#   1.394$   1.284$  99.49 $  25.38 #  48.65 # 177.0  # 273.2  " 351.6  "  90.63 #  43.12 #   3.898#
        Median    4.742#   1.307$   1.105$   2.071$  20.07 #  39.37 # 162.9  # 264.6  " 305.0  "  87.18 #  17.20 #   2.693#
       Maximum   11.64 #   1.988$   2.914$ 600.9  $  83.47 # 106.9  # 419.1  # 558.6  " 712.8  " 174.6  # 204.1  #   9.578#
       Minimum    1.924#   1.069$   0.846$   0.974$  10.79 #  10.24 #  37.59 # 112.6  " 120.3  "  40.10 #  10.01 #   1.626#
         Total   167.1 #   39.02$   39.80$ 2985   $  786.8 # 1460   # 5486   # 8469   "10547   " 2810   # 1294   #  120.8 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     93.71 $                " ... Relative Uncertainty +/-10%
 Ann. Median     20.92 $                # ... Relative Uncertainty +/-15%
Annual Total   34203   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     712.8  $      0.846$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2003
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.322#   0.870$   0.947$   7.184#   2.040#  13.83 # 145.1  " 199.1  " 567.5   1777      782.3     36.48 #     1
           2      2.150#   1.029#   0.874$   6.288#   1.867#  19.95 # 104.0  " 190.2  " 444.2   1445      572.1     34.18 #     2
           3      1.946#   1.098#   0.752$   4.205#   1.763#  31.27 #  89.55 " 678.5  " 363.4   1193      406.4     29.33 #     3
           4      1.819#   1.024#   0.730$   3.471#   1.654#  39.35 #  93.44 "1062      322.6   1087      294.7  "  25.43 #     4
           5      1.589#   0.985#   0.719$   3.071#   1.647#  31.85 #  97.22 "1186      330.1   1177      223.2  "  22.38 #     5
           6      1.490#   1.003#   0.733$   3.898#   1.688#  35.28 # 157.5  "1117      313.4  " 949.2    168.1  "  20.71 #     6
           7      1.425#   1.128#   0.720$   4.037#   1.642#  35.54 # 184.5  " 930.7    284.3  " 739.8    131.8  "  20.60 #     7
           8      1.323#   1.219#   0.701$   3.933#   1.643#  28.93 # 194.1  " 932.0    270.5  " 574.2    107.1  "  21.51 #     8
           9      1.275#   1.514#   0.796$   3.356#   1.747#  25.54 # 180.3  " 668.7    330.6  " 462.1     89.18 "  20.55 #     9
          10      1.286#   1.484#   0.867$   2.620#   1.734#  25.17 # 189.3  " 469.0    444.2    373.9     75.43 "  18.76 #    10
          11      1.277#   1.369#   0.902$   2.596#   1.788#  36.91 # 344.4  " 360.9   1001      302.4  "  63.10 "  17.14 #    11
          12      1.234#   1.944#   0.832$   9.946#   3.497#  50.45 # 311.2  " 334.3   1398      249.6  "  53.18 "  16.28 #    12
          13      1.252#   2.292#   0.816$  12.42 #   6.335#  37.67 # 307.9  " 316.5  "1625      229.4  "  46.26 "  15.66 #    13
          14      1.131#   2.049#   0.819$   9.226#   6.307#  33.87 # 270.8  " 317.3  "1390      229.0  "  42.24 #  14.76 #    14
          15      1.052#   2.261#   0.708$   6.735#   6.747#  32.12 # 273.3  " 298.4  " 998.0    203.1  "  40.24 #  14.10 #    15
          16      1.086#   2.385#   0.717$   5.233#   9.077#  30.05 # 251.2  " 330.8  " 758.6    167.3  "  37.83 #  13.52 #    16
          17      1.075#   5.038#   0.736$   4.567#  12.40 #  26.99 # 248.4  " 480.5    570.9    143.2  "  36.04 #  12.86 #    17
          18      1.116#   5.688#   0.787$   5.035#  16.04 #  23.80 # 200.3  " 581.4    434.8    157.7  "  54.06 #  12.88 #    18
          19      1.083#   5.287#   0.720$   4.477#  23.62 #  21.17 # 157.8  " 530.9    347.7    161.5  "  98.19 "  13.44 #    19
          20      1.013#   3.279#   0.696$   4.075#  15.56 #  19.18 # 141.8  " 501.3    362.3  " 139.2  " 116.9  "  14.10 #    20
          21      1.015$   2.381#   0.613$   3.475#  13.48 #  18.43 # 167.2  " 652.2    609.1    120.5  "  84.55 "  13.59 #    21
          22      1.089#   1.834#   0.654$   3.105#  13.67 #  18.63 # 274.1  "1460     1218      104.9  "  61.78 "  12.50 #    22
          23      0.937$   1.313#   0.731$   2.762#  13.84 #  19.55 # 341.2   5846    "2119       92.39 "  51.47 "  11.54 #    23
          24      0.966#   1.099#   0.826$   2.670#  12.93 #  20.99 # 353.2   4044     2002       83.29 "  48.46 "  10.83 #    24
          25      0.967$   1.068#   0.849$   2.567#  11.99 #  27.84 # 374.0   4463     1333       74.33 "  44.25 "  10.15 #    25
          26      0.704$   1.039#   0.873$   2.471#  11.19 #  41.79 # 337.8   4232     1011       65.18 "  44.07 "   9.381#    26
          27      0.666$   1.001#   0.924$   2.462#   9.995#  43.02 # 312.3  "2569      811.7    407.2  "  41.72 #   8.605#    27
          28      0.674$   0.936$   1.123#   2.368#   8.855#  47.81 # 291.9  "1612      654.2   2439       37.46 #   8.093#    28
          29      0.693$            4.576#   2.294#   7.803#  69.22 " 256.8  "1196      583.0   2657       33.47 #   7.382#    29
          30      0.689$            4.980#   2.226#   8.999# 120.8  " 223.6  " 927.5   1278     1764       31.87 #   7.466#    30
          31      0.966$            7.504#           11.13 #          210.0  " 733.1            1135                 7.480#    31

          Mean    1.204$   1.915$   1.265$   4.426#   7.829#  34.23 # 228.5  "1265    " 805.9  " 667.8  " 130.6  #  16.18 #
        Median    1.089$   1.341$   0.796$   3.687#   7.803#  30.66 # 223.6  " 678.5  " 596.0  " 302.4  "  57.92 #  14.10 #
       Maximum    2.322$   5.688$   7.504$  12.42 #  23.62 # 120.8  # 374.0  "5846    "2119    "2657    " 782.3  #  36.48 #
       Minimum    0.666$   0.870$   0.613$   2.226#   1.642#  13.83 #  89.55 " 190.2  " 270.5  "  65.18 "  31.87 #   7.382#
         Total    37.31$   53.61$   39.22$  132.8 #  242.7 # 1027   # 7084   "39221   "24176   "20703   " 3918   #  501.7 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    266.1  $                " ... Relative Uncertainty +/-10%
 Ann. Median     21.17 $                # ... Relative Uncertainty +/-15%
Annual Total   97136   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    5846    $      0.613$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2004
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      7.186#   3.798#   3.178#   2.235#   2.537#  14.31 # 125.8  " 130.5  " 757.8     48.58 "  11.55 #   6.886#     1
           2      6.828#   3.684#   3.140#   2.039#   2.385#  12.19 # 164.1  " 231.9  " 589.9     47.18 "  11.47 #   6.265#     2
           3      6.441#   3.269#   3.035#   1.988#   2.142#  10.21 # 284.0  " 245.8  " 447.6     42.91 #  11.91 #   5.607#     3
           4      5.973#   2.963#   2.979#   1.960#   2.064#   9.596# 333.8  " 270.1  " 351.1     39.63 #  12.79 #   5.111#     4
           5      5.821#   2.715#   2.878#   1.851#   2.002#  11.78 # 203.4  " 304.1  " 298.6  "  36.99 #  12.66 #   5.702#     5
           6      5.857#   2.438#   2.804#   1.467#   1.910#  32.64 # 149.8  " 436.2    334.8  "  37.07 #  11.70 #   5.493#     6
           7      5.844#   2.290#   3.273#   1.294#   1.907#  26.45 # 267.9  " 400.9    459.4     39.43 #  10.65 #   5.400#     7
           8      5.701#   2.174#   3.961#   1.223#   2.242#  30.13 # 496.4    373.7    486.0     37.47 #   9.886#   4.801#     8
           9      5.531#   2.200#   4.069#   1.286#   2.482#  41.35 # 417.3    329.0  " 458.9     34.36 #  10.15 #   4.132#     9
          10      5.105#   2.350#   4.636#   1.324#   3.592#  28.95 # 387.6    286.4  " 469.7     32.21 #  11.83 #   3.554#    10
          11      4.505#   2.393#   4.280#   1.266#   4.549#  69.88 # 345.7    254.8  " 420.6     30.04 #  14.08 #   3.012#    11
          12      4.104#   2.261#   3.746#   1.381#   4.349#  71.36 " 331.3    270.0  " 345.5  "  31.00 #  14.40 #   2.684#    12
          13      4.002#   2.119#   3.448#   2.155#   4.028#  78.11 " 345.1    280.6  " 274.6  "  34.33 #  13.45 #   2.528#    13
          14      3.668#   2.011#   3.177#   3.438#   4.220#  48.14 # 286.3  " 366.9  " 214.7  "  34.09 #  11.93 #   2.341#    14
          15      3.568#   1.979#   3.152#   3.653#   4.076#  56.78 # 226.0  " 466.5    170.1  "  31.86 #  10.45 #   2.330#    15
          16      3.558#   2.144#   6.851#   3.080#   5.182#  92.82 " 170.3  " 410.8    140.8  "  30.14 #   9.399#   2.304#    16
          17      3.295#   3.593#   7.309#   2.799#   7.763# 140.9  " 129.8  " 351.6    119.4  "  28.84 #   9.333#   2.112#    17
          18      2.981#   8.682#   6.905#   2.720#  10.87 # 119.9  " 105.0  " 450.1    102.9  "  26.66 #   9.237#   1.990#    18
          19      2.820#  14.56 #   5.712#   2.701#  10.69 # 106.0  "  88.99 " 396.3     89.91 "  24.59 #   8.666#   1.835#    19
          20      2.608#  12.43 #   4.894#   2.673#   9.385#  90.67 "  77.78 " 331.4  "  79.78 "  23.16 #   7.975#   1.784#    20
          21      2.508#   9.791#   4.287#   3.531#   9.062#  69.29 "  74.13 " 317.2  "  71.98 "  22.19 #   7.315#   1.726#    21
          22      2.576#   7.765#   3.824#   3.942#  22.37 #  86.30 "  84.28 " 273.4  "  70.48 "  21.16 #   6.457#   1.643#    22
          23      2.429#   6.340#   3.481#   3.757#  28.70 # 120.9  "  86.63 " 264.8  "  66.91 "  20.13 #   6.602#   1.547#    23
          24      2.377#   5.286#   3.137#   3.486#  16.45 #  90.07 "  81.23 " 364.0  "  59.96 "  19.17 #   9.597#   1.406#    24
          25      2.250#   4.613#   2.845#   3.189#  12.57 #  76.86 " 126.2  " 607.9     54.82 "  17.99 #  10.73 #   1.339#    25
          26      2.314#   4.250#   2.544#   2.815#  10.39 #  69.67 " 122.1  " 954.4     54.78 "  16.62 #   9.699#   1.226#    26
          27      2.384#   3.839#   2.306#   2.557#   8.834# 124.9  " 121.1  "1257       56.21 "  15.34 #   8.675#   1.123#    27
          28      2.353#   3.561#   2.308#   2.433#   8.203# 225.1  " 119.6  "1386       50.92 "  14.30 #   7.692#   1.073#    28
          29      2.347#   3.255#   2.186#   2.448#   8.090# 125.6  " 103.4  "1255       49.79 "  13.36 #   7.092#   1.152#    29
          30      2.480#            2.104#   2.548#   8.173# 126.5  " 112.5  "1090       47.87 "  12.56 #   7.492#   1.205#    30
          31      3.296#            2.115#           10.23 #          136.1  " 958.0              11.94 #            1.085#    31

          Mean    3.958#   4.440#   3.696#   2.441#   7.466#  73.58 # 196.9  " 494.0  " 239.9  "  28.23 #  10.16 #   2.916#
        Median    3.558#   3.269#   3.178#   2.498#   5.182#  70.62 # 136.1  " 364.0  " 155.4  "  30.04 #  10.02 #   2.304#
       Maximum    7.186#  14.56 #   7.309#   3.942#  28.70 # 225.1  # 496.4  "1386    " 757.8  "  48.58 #  14.40 #   6.886#
       Minimum    2.250#   1.979#   2.104#   1.223#   1.907#   9.596#  74.13 " 130.5  "  47.87 "  11.94 #   6.457#   1.073#
         Total   122.7 #  128.8 #  114.6 #   73.24#  231.4 # 2207   # 6104   "15315   " 7196   "  875.3 #  304.9 #   90.40#

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     89.52 #                " ... Relative Uncertainty +/-10%
 Ann. Median      9.392#                # ... Relative Uncertainty +/-15%
Annual Total   32763   #

                Maximum     Minimum
      Daily    1386    #      1.073#







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2005
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      0.988#   0.576$   0.564$  44.70 # 122.8  " 163.6  " 637.9    175.1  " 394.0    827.9    263.3  "  28.80 #     1
           2      1.137#   0.540$   0.525$ 334.2  "  94.30 " 133.7  " 579.2    281.6  " 349.1    852.9    196.6  "  27.59 #     2
           3      1.184#   0.707$   0.490$ 153.0  "  80.62 " 124.4  " 556.9    411.6    307.8  " 856.7    155.6  "  26.23 #     3
           4      1.094#   0.613$   0.499$1791    "  74.55 " 181.8  " 536.7    463.2    275.2  " 740.5    129.3  "  25.73 #     4
           5      1.101#   0.622$   0.499$3577       71.52 " 167.2  " 704.2    437.0    264.5  " 621.1    121.7  "  24.77 #     5
           6      1.040#   0.725$   0.470$1913      117.6  " 160.9  " 872.4    400.5    532.0  " 639.6    117.9  "  25.00 #     6
           7      1.070#   0.605$   0.452$1029      124.8  " 408.4  "1099      360.5    874.7    689.2     98.38 "  25.39 #     7
           8      1.180#   0.680$   0.465$ 649.0    119.6  " 424.8   1010      331.7  "1168      739.7     97.00 "  23.97 #     8
           9      1.154#   0.710$   0.545$ 439.9    119.7  " 591.1    883.9    286.7  "1432      698.6    111.9  "  21.64 #     9
          10      0.971$   0.649$   1.003$ 309.7  " 108.2  " 996.6    754.6    347.5  "1369      629.3    108.1  "  19.61 #    10
          11      0.787$   0.712$   1.285# 222.5  "  84.05 "1259      626.7    380.5   1217      563.0     90.21 "  21.24 #    11
          12      0.692$   0.606$   0.928$ 164.7  "  68.07 "1975      510.5    310.8  " 998.6    502.2     78.21 "  27.68 #    12
          13      0.669$   0.608$   0.771$ 118.9  "  60.15 "2214      508.0    316.5  " 844.9    435.3     70.23 "  26.65 #    13
          14      0.658$   1.083$   0.804$  87.27 "  48.49 "2522      648.9    656.5    789.5    356.8     63.97 "  24.49 #    14
          15      0.654$   1.524#   0.766$  65.04 "  42.81 #2289      665.4    781.2    690.4    301.7  "  56.04 "  21.81 #    15
          16      0.637$   0.955$   0.815$  52.79 "  82.47 #1863      691.4    793.0    598.4    253.1  "  49.50 "  19.92 #    16
          17      0.609$   0.758$   0.795$  44.51 # 197.7  "1401      621.5   1179      547.6    272.6  "  44.88 "  18.40 #    17
          18      0.575$   0.776$   0.766$  38.59 # 146.2  "1675      537.0   1609      619.0    391.6     41.21 #  16.88 #    18
          19      0.624$   0.753$   0.842$  33.40 # 457.7  "1744      465.5   1875      617.7    431.6     37.28 #  16.06 #    19
          20      0.632$   0.686$   0.778$  29.92 # 567.2   1594      394.8   1511      617.5    351.5  "  33.44 #  15.36 #    20
          21      0.621$   0.664$   0.732$  34.60 # 920.8   1402      416.8   1312      745.8    272.3  "  30.31 #  13.98 #    21
          22      0.625$   0.895$   0.732$ 138.3  "1324     1330      481.7   1218      982.0    302.9  "  27.61 #  13.00 #    22
          23      0.602$   0.982#   0.654$ 102.2  "1574     1289      452.2   1023      936.1    281.8  "  26.02 #  12.88 #    23
          24      0.614$   0.897$   0.588$ 108.6  "1139     1339      445.9    839.2    834.3    264.7  "  24.58 #  12.13 #    24
          25      0.612$   0.760$   0.582$ 237.4  " 861.1   1309      411.2    697.0    688.0    244.0  "  22.69 #  11.72 #    25
          26      0.602$   0.713$   0.668$ 310.1  " 663.8   1222      360.7    579.3    581.3    239.6  "  20.40 #  11.03 #    26
          27      0.600$   0.662$   0.836$ 276.8  " 510.6   1032      328.7  " 490.0    533.1    229.1  "  21.65 #  10.11 #    27
          28      0.603$   0.586$   1.025# 255.6  " 392.9    847.1    290.9  " 420.0    634.9    228.4  "  29.07 #   9.304#    28
          29      0.571$            0.886$ 205.2  " 313.6  " 731.2    256.9  " 374.7    685.7    211.5  "  30.52 #   8.538#    29
          30      0.585$            0.867$ 161.1  " 257.4  " 678.8    227.5  " 394.9    747.4    173.3  "  29.59 #   7.971#    30
          31      0.618$            9.452#          206.9  "          197.9  " 421.8             245.4  "            7.524#    31

          Mean    0.778$   0.752$   1.003$ 430.9  # 353.3  #1102    " 554.0  " 667.0  " 729.2  " 446.7  "  74.24 #  18.56 #
        Median    0.637$   0.708$   0.766$ 162.9  # 124.8  #1240    " 536.7  " 437.0  " 686.8  " 356.8  "  52.77 #  19.61 #
       Maximum    1.184$   1.524$   9.452$3577    #1574    #2522    "1099    "1875    "1432    " 856.7  " 263.3  #  28.80 #
       Minimum    0.571$   0.540$   0.452$  29.92 #  42.81 # 124.4  " 197.9  " 175.1  " 264.5  " 173.3  "  20.40 #   7.524#
         Total    24.11$   21.05$   31.08$12927   #10952   #33069   "17175   "20678   "21875   "13848   " 2227   #  575.4 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    365.5  $                " ... Relative Uncertainty +/-10%
 Ann. Median    160.9  $                # ... Relative Uncertainty +/-15%
Annual Total   133403  $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    3577    $      0.452$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2006
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      7.067#   5.044#   1.413#   3.677#   8.628#  17.89 #  21.58 #  88.04 "  69.09 "  27.48 #  11.68 #   2.517#     1
           2      6.577#   4.499#   1.408#   4.067#   7.722#  13.96 #  24.66 #  96.82 "  61.79 "  25.21 #  10.74 #   2.420#     2
           3      6.192#   4.180#   1.464#   4.155#   7.262#  11.92 #  18.41 #  81.98 "  54.60 "  24.79 #   9.937#   2.495#     3
           4      6.114#   3.855#   1.383#   4.339#   6.909#  10.62 #  16.88 #  68.83 "  61.99 "  35.34 #   8.906#   2.549#     4
           5      6.180#   3.433#   1.305#   4.433#   6.996#   9.688#  19.08 #  60.21 " 100.2  "  42.98 #   8.029#   2.329#     5
           6      6.173#   2.986#   1.280#   4.434#   8.635#   9.095#  18.27 #  53.85 "  78.38 "  38.18 #   7.151#   1.993#     6
           7      6.016#   4.823#   1.272#   4.341#  12.86 #  10.11 #  16.22 #  53.63 "  65.73 "  32.21 #   7.327#   1.736#     7
           8      5.963#   4.273#   1.215#   3.957#  10.81 #  11.23 #  14.72 #  61.08 "  57.94 "  27.77 #   9.833#   1.876#     8
           9      5.586#   3.815#   1.211#   3.656#   8.851#  10.97 #  15.53 #  75.76 "  53.11 "  24.25 #  11.58 #   1.679#     9
          10      5.179#   3.703#   1.209#   3.568#   7.858#  10.80 #  40.42 #  56.92 "  48.25 "  24.63 #  11.37 #   1.502#    10
          11      4.723#   3.348#   1.144#   3.665#   7.224#  10.21 #  98.08 "  51.58 "  49.26 "  25.06 #  11.91 #   1.452#    11
          12      4.293#   2.979#   1.000#   3.690#   6.754#   9.397#  51.51 "  55.75 "  65.16 "  26.24 #  12.11 #   1.401#    12
          13      4.196#   2.723#   0.924$   3.959#   6.115#   8.993#  39.32 #  59.76 "  75.09 "  28.08 #  10.66 #   1.424#    13
          14      4.315#   2.593#   0.905$   4.332#   5.575#   8.463#  31.58 #  50.02 "  61.06 "  27.37 #   8.393#   1.352#    14
          15      4.241#   2.636#   0.957#   4.598#   5.509#   8.024#  32.72 #  49.94 "  74.92 "  25.78 #   6.636#   1.208#    15
          16      4.218#   2.667#   0.936$   5.734#   5.359#   7.666#  31.14 #  98.60 "  67.98 "  25.07 #   5.768#   1.181#    16
          17      4.288#   2.533#   0.987#   5.151#   5.311#   7.311#  26.78 #  82.44 "  57.88 "  23.19 #   6.229#   1.243#    17
          18      4.312#   2.345#   1.029#   4.793#   5.680#   7.251#  24.67 #  64.82 "  53.49 "  21.06 #   6.322#   1.231#    18
          19      4.013#   2.108#   1.025#   5.133#   7.299#   7.385#  21.82 #  82.06 "  57.78 "  19.37 #   6.690#   1.211#    19
          20      4.008#   1.963#   1.082#   4.857#   9.210#   8.348#  20.24 #  99.19 "  56.90 "  18.18 #   6.105#   1.228#    20
          21      3.631#   1.935#   1.070#   5.097#   8.736#  10.42 # 119.6  #  84.95 "  54.33 "  17.07 #   5.005#   1.264#    21
          22      3.118#   1.781#   1.210#   6.354#   7.547#  10.66 # 111.4  " 116.6  "  75.67 "  18.16 #   4.320#   1.225#    22
          23      2.963#   1.640#   8.525#   6.920#   8.206#  11.46 #  57.40 " 144.9  "  59.15 "  18.30 #   4.059#   1.093#    23
          24      2.854#   1.591#  10.85 #   7.397#  19.21 #  10.61 #  48.46 " 134.5  "  49.86 "  17.44 #   3.821#   0.973#    24
          25      4.018#   1.511#  10.52 #   6.847#  21.51 #   9.629#  81.10 " 143.3  "  44.32 #  15.97 #   3.411#   0.864$    25
          26      4.862#   1.476#   9.139#   8.227#  14.07 #  10.29 #  71.64 " 133.0  "  40.64 #  14.95 #   2.923#   0.805$    26
          27      4.934#   1.439#   7.396#  11.26 #  11.26 #  16.29 #  65.64 " 114.1  "  38.69 #  14.63 #   2.664#   0.752$    27
          28      4.932#   1.463#   6.176#  12.25 #   9.798#  35.35 # 181.9  "  94.23 "  35.55 #  13.39 #   2.472#   0.705$    28
          29      5.112#            5.154#  10.70 #   9.663#  33.96 # 126.5  "  79.37 "  32.25 #  13.98 #   2.518#   0.672$    29
          30      5.916#            4.302#  10.18 #  13.24 #  20.66 # 135.2  "  63.58 "  29.79 #  14.51 #   2.588#   0.652$    30
          31      5.362#            3.764#           22.77 #           96.41 "  66.97 "           13.04 #            0.626$    31

          Mean    4.882#   2.834#   2.944$   5.726#   9.567#  12.29 #  54.16 #  82.80 "  57.70 #  23.02 #   7.039#   1.408$
        Median    4.862#   2.651#   1.272$   4.696#   8.206#  10.35 #  32.72 #  79.37 "  57.83 #  24.25 #   6.663#   1.243$
       Maximum    7.067#   5.044#  10.85 $  12.25 #  22.77 #  35.35 # 181.9  # 144.9  " 100.2  #  42.98 #  12.11 #   2.549$
       Minimum    2.854#   1.439#   0.905$   3.568#   5.311#   7.251#  14.72 #  49.94 "  29.79 #  13.04 #   2.472#   0.626$
         Total  151.4  #  79.34 #  91.26 $ 171.8  # 296.6  # 368.6  #1679    #2567    "1731    # 713.7  # 211.2  #  43.66 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     22.20 $                " ... Relative Uncertainty +/-10%
 Ann. Median      8.227$                # ... Relative Uncertainty +/-15%
Annual Total   8104    $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     181.9  $      0.626$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2007
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      0.596$   0.619$   0.936$   0.558$   5.415#   7.947#  12.67 # 141.1  " 228.0  " 136.4  "  72.24 "   4.236#     1
           2      0.706$   0.562$   0.963$   0.616$   4.453#   6.864#  24.71 # 175.3  " 270.1  " 115.0  "  59.02 "   3.890#     2
           3      1.253#   0.508$   0.787$   0.624$   4.972#   5.935#  57.08 # 148.3  " 241.9  "  94.63 "  47.47 "   3.987#     3
           4      1.204#   0.482$   0.642$   0.586$   4.447#   5.186#  41.38 # 147.9  " 217.9  "  78.52 "  41.44 #   4.105#     4
           5      1.016#   0.466$   0.552$   0.569$   3.930#   4.668#  28.82 # 130.9  " 222.3  "  67.32 "  36.69 #   5.522#     5
           6      0.880$   0.471$   0.516$   0.579$   3.195#   4.242#  21.73 # 142.9  " 173.7  "  60.03 "  32.51 #  10.35 #     6
           7      0.770$   0.488$   0.482$   0.583$   2.730#   3.788#  17.79 # 257.1  " 130.6  "  52.35 "  32.54 #  13.34 #     7
           8      0.753$   0.504$   0.509$   0.776$   2.372#   3.600#  16.20 # 167.8  " 371.3  "  48.00 "  29.09 #  10.96 #     8
           9      1.046$   0.523$   0.547$   0.886$   2.072#   3.751#  18.74 # 127.7  " 409.7     45.14 "  25.44 #   8.813#     9
          10      1.735#   0.518$   0.567$   0.835$   1.907#   3.581#  37.23 # 115.0  " 260.4  "  44.99 "  22.74 #   7.201#    10
          11      1.624#   0.515$   0.523$   0.995#   1.832#   3.562#  42.18 # 104.1  " 211.9  "  43.63 #  20.58 #   5.993#    11
          12      1.371#   0.490$   0.517$   0.968$   1.877#   3.660#  33.99 #  88.57 " 215.0  "  39.94 #  18.46 #   5.038#    12
          13      1.246#   0.485$   0.518$   0.810$   2.071#   4.085#  28.67 #  80.66 " 399.5     36.30 #  16.47 #   4.459#    13
          14      1.144#   0.499$   0.504$   0.772$   2.075#   5.230#  24.95 #  86.33 " 383.6     32.88 #  15.06 #   3.854#    14
          15      1.085#   0.544$   0.514$   1.353$   2.075#   6.831#  21.80 #  91.44 " 546.5     30.27 #  13.95 #   3.479#    15
          16      1.027#   0.666$   0.504$   2.858#   2.075#   7.269#  20.06 # 104.1  " 455.3     27.63 #  12.65 #   3.417#    16
          17      0.944#   0.710$   0.515$   1.604#   2.131#   6.936#  19.26 #  82.18 " 396.2     26.38 #  11.42 #   6.049#    17
          18      0.936#   0.629$   0.512$   1.210#   2.384#   6.184#  18.17 #  69.35 " 337.1     29.32 #  10.61 #  10.84 #    18
          19      0.935#   0.590$   0.571$   0.993#   2.527#   5.688#  16.67 #  65.22 " 301.4  "  29.56 #  10.08 #  15.38 #    19
          20      0.883$   0.611$   0.585$   1.843#   3.172#   5.359#  17.29 # 149.1  " 240.7  "  27.34 #  10.35 #  13.32 #    20
          21      0.820$   0.596$   0.562$   2.291#   2.985#   4.952#  19.91 # 118.4  " 183.7  "  30.44 #   9.450# 121.4  #    21
          22      0.767$   0.607$   0.542$   2.028#   2.705#   4.653#  22.56 #  97.93 " 156.2  "  36.97 #   8.676# 177.0  "    22
          23      0.692$   0.630$   0.540$   1.905#   2.581#   4.754#  27.64 # 134.4  " 136.4  "  36.28 #   7.895# 101.8  "    23
          24      0.651$   0.638$   0.470$   2.821#   2.517#   6.704#  41.60 # 113.0  " 124.3  "  33.12 #   7.174#  55.69 "    24
          25      0.637$   0.646$   0.491$   2.752#   2.387#  11.57 #  54.66 "  92.38 " 282.9  "  29.86 #   6.794#  37.80 #    25
          26      0.590$   0.619$   0.816$   2.653#   4.121#  13.04 #  55.43 "  87.78 " 283.4  "  26.90 #   6.284#  28.49 #    26
          27      0.545$   0.597$   1.414#   2.227#   5.104#  10.37 #  41.36 # 136.1  " 275.8  "  36.74 #   5.598#  22.45 #    27
          28      0.530$   0.655$   0.939$   1.940#  12.39 #   9.670#  57.61 # 127.6  " 227.6  "  63.27 "   5.051#  18.24 #    28
          29      0.605$            0.761$   2.209#  16.85 #   9.801#  64.53 " 103.9  " 180.2  "  72.38 "   4.795#  15.12 #    29
          30      0.643$            0.636$   4.238#  13.26 #  10.94 #  64.80 " 310.6  " 154.7  "  67.18 "   4.518#  13.02 #    30
          31      0.638$            0.556$            9.885#           94.38 " 268.4  "           85.66 "           11.04 #    31

          Mean    0.912$   0.567$   0.629$   1.503$   4.274#   6.361#  34.32 # 131.1  " 267.3  "  51.11 #  20.17 #  24.07 #
        Median    0.880$   0.576$   0.547$   1.102$   2.705#   5.523#  27.64 # 118.4  " 241.3  "  39.94 #  13.30 #  10.84 #
       Maximum    1.735$   0.710$   1.414$   4.238$  16.85 #  13.04 #  94.38 # 310.6  " 546.5  " 136.4  #  72.24 # 177.0  #
       Minimum    0.530$   0.466$   0.470$   0.558$   1.832#   3.562#  12.67 #  65.22 " 124.3  "  26.38 #   4.518#   3.417#
         Total   28.27 $  15.87 $  19.49 $  45.08 $ 132.5  # 190.8  #1064    #4066    "8018    "1584    # 605.0  # 746.3  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     45.25 $                " ... Relative Uncertainty +/-10%
 Ann. Median      6.704$                # ... Relative Uncertainty +/-15%
Annual Total   16515   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     546.5  $      0.466$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2008
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      9.131#   0.611$   0.815$   3.422#   1.531#  33.70 #  85.09 "1282       72.01 # 205.9  # 114.6  # 657.9  #     1
           2      7.837#   0.676$   0.706$   1.421#   1.492#  32.60 # 133.1  "1359       70.84 # 193.6  # 103.0  # 563.0  #     2
           3      7.246#   0.742$   0.657$   0.896$   1.500#  29.51 # 151.0  "1415       68.98 # 184.3  #  75.72 # 470.4  #     3
           4      6.644#   0.812$   0.628$   0.720$   1.516#  34.86 # 140.2  "1327       68.47 # 177.0  #  59.98 # 383.8  #     4
           5      5.683#   0.743$   0.625$   0.706$   1.481#  34.04 # 130.6  "1151       68.50 # 188.9  #  54.58 # 331.0  #     5
           6      4.650#   0.620$   0.661$   0.708$   1.416#  34.96 # 127.6  " 864.7     68.82 # 192.2  #  53.18 # 296.3  #     6
           7      3.919#   0.522$   0.776$   0.776$   1.373#  30.45 #  96.22 " 745.9     69.14 # 168.5  # 104.9  # 262.7  #     7
           8      3.355#   0.499$   0.849$   1.205#   2.748#  25.75 #  79.55 " 602.6     70.01 # 155.3  # 118.2  # 238.4  #     8
           9      2.732#   0.468$   0.816$   1.122#   3.965#  23.65 #  73.73 " 467.6     75.92 # 143.9  #  90.27 # 213.3  #     9
          10      2.306#   0.445$   0.819$   1.194#   4.949#  24.46 #  88.76 " 376.5     83.09 # 129.8  #  80.92 # 191.0  #    10
          11      2.011#   0.459$   0.754$   1.425#   5.139#  26.53 # 268.2  " 306.1  "  91.87 # 116.3  #  65.99 # 168.8  #    11
          12      1.964#   0.506$   0.741$   1.384#   4.210#  29.22 # 332.1  " 251.3  " 101.5  # 105.4  #  55.47 # 149.1  #    12
          13      1.908#   0.507$   0.850$   1.384#   5.218#  25.94 # 263.3  " 202.9  " 114.6  #  95.82 #  48.97 # 133.5  #    13
          14      1.577#   0.652$   0.839$   1.414#   7.140#  21.40 # 296.5  " 166.5  " 131.7  #  87.30 #  43.74 # 116.9  #    14
          15      1.475#   0.934$   0.734$   1.328#   8.298#  19.95 # 328.0    140.5  " 140.7  #  78.85 #  43.21 # 102.9  #    15
          16      1.304#   0.989#   0.712$   1.336#   7.524#  40.24 # 464.6    122.6  " 146.8  #  70.64 #  38.36 #  89.96 #    16
          17      1.234#   1.079#   0.638$   2.012#   7.827#  73.38 " 448.2    107.1  " 155.6  #  63.25 #  37.29 #  76.95 #    17
          18      1.270#   1.141#   0.667$   2.385#   7.237#  69.97 " 443.2     93.79 " 174.3  #  56.39 #  36.83 #  62.92 "    18
          19      1.421#   1.116#   0.728$   2.645#   6.791#  39.61 # 892.6     89.05 " 225.0  #  49.91 #  41.14 #  52.41 "    19
          20      1.418#   0.995#   0.738$   9.087#   6.769#  40.93 #1076       95.03 " 234.8  #  44.14 #  67.69 #  45.84 "    20
          21      1.310#   0.984#   0.669$  10.05 #   7.524#  43.88 "1163       85.28 " 244.6  #  39.38 # 285.8  #  58.04 "    21
          22      1.116#   0.990#   0.711$   7.660#   7.666#  46.96 "1140       78.04 " 314.5  #  33.48 # 654.5  #  67.38 "    22
          23      1.030#   0.971#   1.147#   5.651#  10.95 #  43.13 #1094       73.24 " 306.9  #  31.74 #1064    #  58.49 "    23
          24      1.034#   0.933$   1.197#   3.844#  16.05 #  38.38 # 989.0     67.56 " 276.8  #  32.06 #2564    #  43.87 #    24
          25      0.994#   0.898$   0.997#   2.850#  17.28 #  34.36 # 843.9     67.57 " 267.7  #  34.83 #2434    #  36.60 #    25
          26      0.896$   0.856$   0.843$   2.317#  15.98 #  30.58 # 775.7     67.20 " 272.5  #  38.39 #2091    #  31.57 #    26
          27      0.786$   0.831$   0.710$   1.983#  12.58 #  27.99 # 689.8     59.47 # 252.2  #  36.21 #1674    #  28.07 #    27
          28      0.699$   0.894$   0.621$   1.797#  14.52 #  43.74 # 608.7     57.31 # 233.9  #  34.78 #1191    #  25.79 #    28
          29      0.661$   0.893$   0.707$   1.630#  35.37 # 110.9  " 587.2     58.05 # 224.7  # 106.2  #1056    #  22.86 #    29
          30      0.701$            0.740$   1.660#  29.53 #  95.90 " 696.7     66.51 # 217.5  # 321.9  # 836.2  #  20.32 #    30
          31      0.655$            1.026$           25.02 #         1099       73.06 #          173.6  #           18.37 #    31

          Mean    2.547$   0.785$   0.778$   2.534$   9.051#  40.23 # 503.4  " 384.5  # 161.5  # 109.4  # 506.1  # 161.9  #
        Median    1.421$   0.831$   0.738$   1.527$   7.140#  34.20 # 443.2  " 122.6  # 143.7  #  95.82 #  85.60 #  89.96 #
       Maximum    9.131$   1.141$   1.197$  10.05 $  35.37 # 110.9  #1163    "1415    # 314.5  # 321.9  #2564    # 657.9  #
       Minimum    0.655$   0.445$   0.621$   0.706$   1.373#  19.95 #  73.73 "  57.31 #  68.47 #  31.74 #  36.83 #  18.37 #
         Total    78.97$   22.76$   24.12$   76.01$  280.6 # 1207   #15606   "11918   # 4844   # 3390   #15184   # 5019   #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    157.5  $                " ... Relative Uncertainty +/-10%
 Ann. Median     36.72 $                # ... Relative Uncertainty +/-15%
Annual Total   57650   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    2564    $      0.445$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2009
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     16.40 #   2.347#   1.462#   2.279#   1.596#   6.417#1142      659.5    614.9    882.4     39.27 #  13.25 #     1
           2     14.83 #   2.167#   2.597#   2.213#   1.423#   7.067# 943.8    536.9    593.8    775.0     36.17 #  12.09 #     2
           3     13.45 #   2.145#   5.012#   3.002#   1.343#   8.860# 731.7    438.5    555.1    632.9     33.20 #  11.10 #     3
           4     12.10 #   2.179#   4.137#   2.436#   1.414#  29.16 # 574.1    366.4    530.7    499.8     30.90 #  10.26 #     4
           5     10.91 #   2.039#   2.954#   2.072#   1.420#  65.13 " 533.7    317.4  " 512.1    395.5     28.69 #   9.385#     5
           6     10.13 #   1.873#   2.268#   1.736#   1.177#  78.79 " 420.3    321.0  " 634.0    327.0  "  26.86 #   8.805#     6
           7      9.274#   1.728#   1.857#   1.506#   1.165#  80.70 " 394.2    335.8    691.8    285.7  "  25.01 #   8.821#     7
           8      8.337#   1.412#   1.514#   1.383#   1.150# 100.1  " 354.2    304.1  " 960.0    250.3  "  24.46 #   8.265#     8
           9      7.636#   1.330#   1.325#   1.351#   1.131#  69.85 " 316.0  " 268.6  " 899.9    218.1  "  24.27 #   7.852#     9
          10      7.146#   1.228#   1.217#   1.367#   1.158#  51.35 " 326.5  " 234.4  " 840.2    192.9  "  22.87 #   7.429#    10
          11      6.648#   1.189#   1.219#   1.298#   1.300#  46.37 " 397.7    220.2  "1294      191.7  "  20.87 #   7.022#    11
          12      6.241#   1.236#   1.110#   1.244#   1.359#  50.00 " 434.4    216.1  "1746      207.9  "  19.39 #   6.501#    12
          13      5.534#   1.237#   1.038#   1.181#   1.352#  49.94 " 358.3    229.1  "1946      216.2  "  19.04 #   5.884#    13
          14      5.153#   1.419#   0.995#   1.139#   1.310#  55.19 " 297.5  " 270.9  "1721      230.4  "  18.32 #   5.405#    14
          15      4.887#   1.422#   0.921$   1.064#   1.349#  63.97 " 253.0  " 590.4   1455      206.3  "  16.77 #   5.250#    15
          16      4.444#   1.198#   0.906$   1.047#   1.422#  56.33 " 233.7  "1339     1155      171.5  "  15.52 #   5.203#    16
          17      4.022#   1.145#   0.909$   1.040#   1.399#  53.47 " 252.6  "1507      933.9    142.6  "  15.27 #   4.996#    17
          18      3.665#   1.628#   1.043#   1.074#   1.446#  53.55 " 313.1  "1174      901.5    120.2  "  17.00 #   4.735#    18
          19      3.421#   1.417#   1.235#   1.335#   1.549#  88.44 " 835.9    903.9    904.1    100.9  "  22.36 #   4.505#    19
          20      3.260#   1.254#   1.376#   1.259#   1.694# 207.7  "1005      759.8    869.7     84.47 "  35.60 #   4.338#    20
          21      3.196#   1.191#   1.383#   1.123#  10.31 # 326.8  "1754      683.7   1090       72.85 "  37.66 #   4.052#    21
          22      3.061#   1.093#   1.313#   1.319#  18.02 # 300.7  "2528      645.8   1702       63.78 "  36.77 #   3.715#    22
          23      2.872#   1.032#   1.352#   1.634#  27.74 # 245.9  "2920      688.2   1749       57.18 "  33.69 #   3.543#    23
          24      2.545#   0.984#   1.939#   1.629#  36.84 # 206.3  "2935      665.7   1387       51.88 "  32.25 #   3.148#    24
          25      2.477#   1.336#   1.659#   1.643#  22.43 # 197.2  "2875      624.5   1072       47.46 "  27.64 #   2.805#    25
          26      2.508#   1.878#   1.397#   1.595#  15.22 # 184.9  "2556      572.5    853.9     45.57 #  23.16 #   2.660#    26
          27      2.408#   1.486#   1.285#   1.483#  11.87 # 195.6  "2058      460.1    679.6     49.12 "  19.81 #   2.479#    27
          28      2.416#   1.264#   1.381#   1.477#   9.549# 332.7  "1617      727.7    564.3     50.75 "  17.82 #   2.363#    28
          29      2.444#            1.504#   1.989#   8.113# 750.0   1257     1211      665.4     48.79 "  16.17 #   2.340#    29
          30      2.306#            1.412#   1.901#   7.074#1387      997.5    995.7    996.1     45.85 "  14.56 #   2.459#    30
          31      2.368#            2.055#            6.436#          802.3    727.2              42.32 #            2.270#    31

          Mean    6.003#   1.495#   1.670$   1.561#   6.476# 178.3  #1046    " 612.7  "1017      216.4  #  25.05 #   5.901#
        Median    4.444#   1.374#   1.381$   1.430#   1.423#  74.32 # 731.7  " 590.4  " 902.8    171.5  #  23.72 #   5.203#
       Maximum   16.40 #   2.347#   5.012$   3.002#  36.84 #1387    #2935    "1507    "1946      882.4  #  39.27 #  13.25 #
       Minimum    2.306#   0.984#   0.906$   1.040#   1.131#   6.417# 233.7  " 216.1  " 512.1     42.32 #  14.56 #   2.270#
         Total   186.1 #   41.86#   51.78$   46.82#  200.7 # 5349   #32417   "18995   "30518     6707   #  751.4 #  182.9 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    261.5  $                " ... Relative Uncertainty +/-10%
 Ann. Median     15.52 $                # ... Relative Uncertainty +/-15%
Annual Total   95447   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    2935    $      0.906$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2010
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.162#   1.033#   0.574$   0.962#   1.318#   7.754#  12.73 #  34.95 #  44.47 "  15.32 #   7.337#   2.425#     1
           2      2.078#   1.154#   0.632$   1.739#   1.289#   7.317#  16.96 #  30.58 #  45.67 "  14.78 #   6.337#   2.282#     2
           3      2.080#   1.282#   0.702$   2.030#   1.306#   6.664#  34.75 #  28.01 #  51.74 "  14.03 #   5.338#   2.949#     3
           4      2.050#   1.172#   0.744$   2.442#   1.266#   7.152#  26.86 #  26.97 #  46.29 "  13.86 #   4.673#   6.160#     4
           5      1.938#   1.072#   0.756$   3.226#   1.219#   6.444#  19.39 #  26.24 #  47.00 "  14.16 #   4.462#  11.80 #     5
           6      1.755#   1.032#   0.787$   2.619#   1.217#   5.696#  15.60 #  26.12 #  40.80 #  13.76 #   4.750#  13.90 #     6
           7      1.632#   1.007#   0.830$   2.863#   1.281#   5.544#  13.34 #  25.74 #  39.34 #  12.73 #   4.600#  13.87 #     7
           8      1.648#   1.003$   0.877$   2.414#   1.345#   5.964#  12.33 #  26.16 # 122.1  "  11.67 #   4.451#  15.67 #     8
           9      1.540#   0.979#   0.850$   2.380#   1.451#   5.519#  18.98 #  25.59 # 122.5  "  10.76 #   4.703#  15.42 #     9
          10      1.526#   0.911$   0.747$   2.092#   1.470#   5.139#  42.83 #  25.28 #  93.84 "  10.57 #   8.262#  11.83 #    10
          11      1.569#   0.941#   0.722$   1.665#   1.412#   4.548#  32.76 #  23.53 #  72.00 "  12.90 #  16.15 #   9.317#    11
          12      1.546#   1.040#   0.710$   1.853#   1.344#   4.056#  73.83 #  23.98 # 101.7  "  16.49 #  20.09 #   7.817#    12
          13      1.412#   0.982#   0.765$   2.121#   2.671#   3.691# 186.6  "  79.96 # 116.2  "  14.13 #  16.53 #   6.693#    13
          14      1.363#   0.858$   1.095#   1.717#   3.350#   4.326#  80.95 " 113.2  "  91.41 "  12.55 #  13.16 #   5.639#    14
          15      1.312#   0.786$   1.247#   1.573#   3.059#   4.806#  49.15 #  59.08 "  71.89 "  11.71 #  10.87 #   4.763#    15
          16      1.256#   0.794$   1.217#   1.517#   3.092#   6.933#  38.25 #  43.76 #  58.18 "  10.87 #   9.148#   4.040#    16
          17      1.176#   0.879$   1.131#   1.492#   2.965#   7.483#  70.60 #  42.07 #  48.82 "   9.883#   7.709#   3.570#    17
          18      1.122#   0.978#   1.059#   1.420#   2.771#   6.632#  58.19 " 109.7  "  42.99 #   8.987#   6.804#   3.068#    18
          19      1.135#   0.915$   1.104#   1.335#   2.497#   5.805#  73.53 " 149.7  "  38.54 #   8.165#   8.289#   2.758#    19
          20      1.319#   0.902$   1.233#   1.302#   2.276#   5.089#  67.82 "  85.08 "  35.09 #   8.312#   7.910#   2.518#    20
          21      1.425#   0.903$   1.198#   1.305#   2.081#   4.557#  44.60 #  78.05 "  32.24 #  10.55 #   7.381#   2.595#    21
          22      1.251#   0.826$   1.173#   1.360#   2.005#   4.258#  36.52 # 130.4  "  29.42 #  12.76 #   7.037#   2.607#    22
          23      1.151#   0.785$   1.284#   1.348#   2.932#  10.01 #  31.03 # 139.3  "  26.85 #  12.26 #   6.697#   2.509#    23
          24      1.074#   0.750$   0.791$   1.292#   2.849#  32.87 #  27.34 #  87.50 "  25.00 #  10.67 #   6.508#   2.389#    24
          25      1.192#   0.721$   0.676$   1.278#   2.748#  23.79 #  25.49 #  75.73 "  23.25 #   9.441#   5.970#   2.350#    25
          26      1.387#   0.682$   0.664$   1.267#   2.941#  16.05 #  27.77 #  71.53 "  21.60 #   8.456#   5.249#   2.304#    26
          27      1.337#   0.619$   0.749$   1.239#   4.848#  13.12 #  26.27 #  63.39 "  20.59 #   7.793#   4.493#   1.982#    27
          28      1.268#   0.567$   0.846$   1.244#   6.103#  12.65 #  25.94 #  54.60 "  19.39 #   7.829#   3.962#   1.678#    28
          29      1.187#            0.763$   1.254#   6.161#  16.22 #  35.44 #  48.58 "  17.95 #   7.768#   3.418#   1.530#    29
          30      1.132#            0.707$   1.204#   5.141#  15.19 #  39.52 #  45.92 "  16.59 #   7.809#   2.789#   1.359#    30
          31      1.148#            0.876$            7.307#           34.25 #  44.09 "            7.900#            1.246#    31

          Mean    1.457#   0.913$   0.887$   1.718#   2.700#   8.843#  41.92 #  59.51 #  52.11 #  11.25 #   7.503#   5.453#
        Median    1.363#   0.913$   0.791$   1.505#   2.497#   6.538#  34.25 #  45.92 #  43.73 #  10.87 #   6.602#   2.949#
       Maximum    2.162#   1.282$   1.284$   3.226#   7.307#  32.87 # 186.6  # 149.7  # 122.5  #  16.49 #  20.09 #  15.67 #
       Minimum    1.074#   0.567$   0.574$   0.962#   1.217#   3.691#  12.33 #  23.53 #  16.59 #   7.768#   2.789#   1.246#
         Total   45.17 #  25.57 $  27.51 $  51.55 #  83.71 # 265.3  #1300    #1845    #1563    # 348.9  # 225.1  # 169.0  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     16.30 $                " ... Relative Uncertainty +/-10%
 Ann. Median      4.806$                # ... Relative Uncertainty +/-15%
Annual Total   5950    $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     186.6  $      0.567$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2011
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.147#   6.674#   0.759$   0.683$   3.053#   6.245#  78.03 # 504.8    300.7  " 250.0  " 386.9     28.93 #     1
           2      1.090#   5.039#   0.695$   0.669$   3.183#  11.77 # 247.7  " 501.3    286.3  " 210.5  " 298.6  "  25.80 #     2
           3      1.030#   3.800#   0.586$   0.694$   3.023#  19.54 # 330.8  " 729.7    353.9    311.4  " 325.4  "  22.93 #     3
           4      1.007#   2.900#   0.593$   0.751$   2.576#  22.00 # 437.5   1157      304.9  " 342.7    690.7     21.32 #     4
           5      1.805#   2.343#   0.666$   0.718$   2.588#  18.60 # 414.2    835.6    311.2  " 332.9    780.2     20.67 #     5
           6      3.618#   1.886#   0.842$   0.586$   3.018#  14.82 # 406.7    629.2    295.0  " 277.1  "1241       18.99 #     6
           7      2.185#   1.632#   0.943#   0.922$   2.541#  12.70 # 390.1    564.7    247.7  " 208.6  "1054       20.16 #     7
           8      1.921#   2.093#   0.896$   1.481#   2.222#  11.23 # 302.5  " 464.6    203.9  " 235.1  "1140    "  35.86 #     8
           9      2.309#   2.812#   0.797$   1.011#   2.045#  10.16 # 252.6  " 427.6    166.5  " 572.4   1100       37.67 #     9
          10      1.929#   3.890#   0.786$   0.851$   2.060#   9.118# 212.6  " 365.2    137.9  " 634.7    915.9     29.24 #    10
          11      1.573#   3.205#   0.799$   1.290#   1.963#   8.300# 177.9  " 293.3  " 116.8  " 525.3    834.1     24.35 #    11
          12      1.300#   2.530#   0.794$   1.847#   1.778#   7.503# 148.3  " 232.1  " 100.1  " 446.1    698.5     21.03 #    12
          13      1.150#   2.014#   0.638$   1.567#   1.672#   6.795# 125.6  " 184.1  "  88.75 " 358.4    540.2     18.95 #    13
          14      1.009#   1.710#   0.646$   1.284#   1.629#   6.815# 108.3  " 206.4  "  81.50 " 296.2  " 435.0     18.64 #    14
          15      0.914$   1.500#   0.663$   1.043#   1.585#   7.290# 104.3  " 254.1  "  72.07 " 250.9  " 312.2  "  20.83 #    15
          16      0.870$   1.333#   0.633$   0.944$   1.574#   8.029# 177.5  " 509.8  "  64.83 " 198.7  " 225.9  "  21.50 #    16
          17      0.843$   1.211#   0.635$   0.871$   1.800#  10.18 # 130.4  " 596.5     68.60 " 146.3  " 166.6  "  20.51 #    17
          18      0.823$   1.206#   0.718$   1.180#   2.831#  11.00 #  97.31 " 506.2    107.5  " 113.1  " 136.0  "  18.97 #    18
          19      0.770$   1.152#   0.745$   1.203#   2.539#  10.11 #  86.83 " 457.2    275.7  "  97.37 " 113.7  "  17.27 #    19
          20      0.699$   1.059#   0.747$   1.102#  12.47 #  10.31 #  97.01 " 420.9    294.8  "  83.02 "  93.47 "  15.56 #    20
          21      0.644$   0.942$   0.659$   1.077#  42.16 #  13.82 # 108.7  " 373.1    319.7  "  69.90 "  78.57 "  14.27 #    21
          22      0.617$   0.836$   0.666$   1.180#  27.86 #  14.64 # 123.6  " 418.8    433.6     61.19 "  68.71 "  13.36 #    22
          23      0.501$   0.736$   0.665$   1.049#  18.56 #  12.54 # 136.1  " 510.8    447.4   1970    "  58.86 "  12.62 #    23
          24      1.334$   0.605$   0.677$   1.108#  14.41 #  15.57 # 128.5  " 484.0    458.8   2682       50.57 "  11.76 #    24
          25      1.575#   0.636$   0.665$   4.049#  12.11 #  70.19 # 106.0  "1127      413.2   1996       43.86 #  10.92 #    25
          26      1.210#   0.712$   0.713$   3.291#  10.25 #  47.16 # 149.3  "1292      343.8   1685       40.14 #  10.35 #    26
          27      0.973$   0.680$   0.723$   3.323#   8.752#  28.06 # 124.9  " 999.7    324.0  "1427       37.61 #  10.03 #    27
          28      0.915$   0.718$   0.728$   3.051#   7.557#  25.47 # 104.9  " 753.6    404.3   1026       35.00 #   9.719#    28
          29      1.646#            0.689$   3.952#   6.611#  43.01 # 243.4  " 593.9    367.3    845.6     34.95 #   9.202#    29
          30      5.139#            0.719$   3.304#   6.383#  32.16 # 471.5    464.6    313.1  " 664.2     33.30 #   8.871#    30
          31      6.967#            0.678$            6.244#          425.7    367.1             509.6              10.59 #    31

          Mean    1.597$   1.995$   0.715$   1.536$   7.001#  17.50 # 208.0  # 555.6  " 256.8  " 607.3  " 399.0  #  18.74 #
        Median    1.147$   1.566$   0.695$   1.105$   3.018#  12.15 # 148.3  # 501.3  " 294.9  " 332.9  " 262.2  #  18.97 #
       Maximum    6.967$   6.674$   0.943$   4.049$  42.16 #  70.19 # 471.5  #1292    " 458.8  "2682    "1241    #  37.67 #
       Minimum    0.501$   0.605$   0.586$   0.586$   1.574#   6.245#  78.03 # 184.1  "  64.83 "  61.19 "  33.30 #   8.871#
         Total    49.51$   55.85$   22.16$   46.08$  217.0 #  525.1 # 6449   #17224   " 7704   "18827   "11969   #  580.9 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    174.4  $                " ... Relative Uncertainty +/-10%
 Ann. Median     18.56 $                # ... Relative Uncertainty +/-15%
Annual Total   63670   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    2682    $      0.501$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2012
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1     14.53 #   1.183#   0.800$   0.787$   1.096#  30.65 #  49.55 "  51.85 " 160.9  " 332.1  "  18.80 #  31.97 #     1
           2     14.41 #   1.323#   0.768$   0.911$   1.113# 125.6  "  44.64 #  52.81 " 161.6  " 250.6  "  19.51 #  23.31 #     2
           3     12.67 #   1.618#   0.741$   1.100#   1.084#  88.88 "  40.51 #  84.14 " 147.6  " 187.4  "  21.72 #  16.95 #     3
           4     11.08 #   1.418#   0.734$   1.193#   1.017#  34.02 #  35.74 #  98.80 " 506.2  " 164.7  "  23.46 #  14.18 #     4
           5     10.43 #   1.353#   0.700$   1.117$   1.274#  22.43 #  31.61 # 106.2  " 856.6    155.3  "  62.69 #  13.36 #     5
           6      9.921#   1.356#   0.719$   0.833$   1.766#  16.78 #  29.19 #  74.20 "1142      125.2  " 112.1  "  20.32 #     6
           7      9.353#   1.196#   0.723$   0.749$   2.559#  14.34 #  35.85 #  75.01 " 840.7     98.51 "  88.51 "  21.85 #     7
           8      8.505#   1.096#   0.643$   0.762$   5.989#  13.67 # 317.9  " 144.2  " 664.4     80.14 "  60.36 "  17.01 #     8
           9      8.394#   1.039$   0.723$   0.711$   6.856#  13.18 # 250.5  " 112.4  " 549.9     67.43 "  45.24 #  14.14 #     9
          10      8.090#   1.011$   0.662$   0.665$   6.520#  12.36 # 103.1  "  81.45 " 497.1     56.00 "  36.43 #  11.44 #    10
          11      7.736#   0.985#   0.605$   0.615$   5.060#  15.92 #  97.78 "  68.77 " 400.1     47.43 "  32.63 #  10.39 #    11
          12      7.158#   0.955#   0.623$   0.585$   3.920#  24.38 # 108.9  "  74.01 " 318.3  "  41.19 #  30.58 #  10.88 #    12
          13      6.333#   1.008#   0.658$   0.606$   3.032# 122.1  # 175.7  " 273.9  " 244.3  "  37.32 #  25.40 #  12.56 #    13
          14      5.450#   0.967#   0.628$   0.599$   2.496#  90.60 " 164.6  " 223.1  " 177.4  "  42.44 #  21.41 #  15.83 #    14
          15      4.938#   0.968#   0.633$   0.589$   2.234#  59.71 " 103.7  " 221.7  " 133.8  "  51.11 "  18.93 #  15.01 #    15
          16      4.314#   0.964$   0.653$   0.589$   2.050#  64.06 " 108.2  " 198.3  " 105.4  "  43.38 #  16.77 #  13.04 #    16
          17      3.760#   1.017#   0.646$   0.581$   2.048#  44.44 # 125.6  " 195.6  "  86.05 "  37.87 #  14.89 #  11.32 #    17
          18      3.327#   1.067#   0.675$   0.646$   2.125#  32.87 # 132.3  " 159.6  "  74.15 "  33.70 #  13.63 #   9.678#    18
          19      3.048#   0.994$   0.667$   0.699$   2.031#  32.77 #  97.02 " 137.9  "  86.03 "  30.50 #  12.53 #   8.193#    19
          20      2.839#   0.907$   0.749$   0.751$   1.912#  85.92 "  86.82 " 123.6  "  98.40 "  27.87 #  11.74 #   7.031#    20
          21      2.605#   0.849$   0.830$   0.806$   1.873# 187.5  "  74.59 " 117.5  " 101.8  "  25.32 #  10.81 #   6.205#    21
          22      2.541#   0.803$   0.771$   0.962$   1.839# 158.6  "  63.54 " 172.5  " 178.4  "  24.67 #   9.852#   5.651#    22
          23      2.439#   0.814$   0.737$   1.044#   1.757# 103.7  "  65.10 " 208.0  " 236.3  "  33.00 #   9.135#   5.112#    23
          24      2.330#   0.770$   0.713$   1.006#   1.688#  75.75 " 222.1  " 221.8  " 190.6  "  49.67 #   8.552#   4.290#    24
          25      2.185#   0.782$   0.677$   0.947#   1.679#  63.49 " 143.5  " 215.5  " 151.9  "  58.67 "   7.998#   3.740#    25
          26      2.009#   0.807$   0.703$   0.880$   1.681#  64.36 " 206.5  " 209.6  " 121.1  "  45.91 #   7.268#   3.355#    26
          27      1.823#   0.875$   0.746$   0.822$   1.679#  66.45 " 129.8  " 183.0  " 368.9  "  37.86 #   6.646#   2.996#    27
          28      1.891#   0.894$   0.812$   0.870$   1.662#  67.16 "  94.18 " 168.8  " 792.8     31.77 #   6.464#   2.636#    28
          29      1.669#   0.885$   0.804$   0.948$   1.618#  66.80 "  76.41 " 159.3  " 679.3     26.90 #  12.02 #   2.420#    29
          30      1.357#            0.947$   1.047#   1.536#  56.93 "  63.30 " 142.7  " 487.0     23.39 #  25.94 #   2.229#    30
          31      1.209#            0.867$            4.046#           54.46 " 118.8  "           20.69 #            1.858#    31

          Mean    5.753#   1.031$   0.721$   0.814$   2.492#  61.85 # 107.5  # 144.4  " 352.0  "  73.81 #  26.40 #  10.93 #
        Median    4.314#   0.985$   0.719$   0.796$   1.873#  61.60 #  97.02 # 142.7  " 213.5  "  43.38 #  18.86 #  10.88 #
       Maximum   14.53 #   1.618$   0.947$   1.193$   6.856# 187.5  # 317.9  # 273.9  "1142    " 332.1  # 112.1  #  31.97 #
       Minimum    1.209#   0.770$   0.605$   0.581$   1.017#  12.36 #  29.19 #  51.85 "  74.15 "  20.69 #   6.464#   1.858#
         Total   178.3 #   29.90$   22.36$   24.42$   77.24# 1855   # 3333   # 4475   "10559   " 2288   #  792.0 #  339.0 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     65.50 $                " ... Relative Uncertainty +/-10%
 Ann. Median     13.27 $                # ... Relative Uncertainty +/-15%
Annual Total   23973   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    1142    $      0.581$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2013
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.567#   0.896$   1.050#   1.124#   3.875#  38.44 #  26.50 # 136.1  " 218.4  "1014       48.55 "  11.17 #     1
           2      1.420#   0.923$   0.953$   1.192#   9.945#  25.35 #  24.46 # 134.3  " 163.4  " 861.2     45.91 "  10.53 #     2
           3      1.328#   0.938$   1.060#   1.056#  14.95 #  19.60 #  43.86 # 111.4  " 134.9  " 701.5     41.25 #   9.862#     3
           4      1.200#   0.955$   1.226#   0.946$  15.51 #  16.32 # 105.2  "  95.83 " 135.1  " 547.6     37.39 #   9.120#     4
           5      1.107#   0.961$   1.396#   0.875$  11.05 #  14.81 #  76.71 " 164.9  " 128.2  " 433.5     33.94 #   8.294#     5
           6      1.054#   0.911$   1.334#   0.803$   8.054#  15.27 #  67.20 " 306.0  " 117.3  " 371.0     37.17 #   7.638#     6
           7      1.287#   0.901$   1.357#   0.789$   6.236#  16.96 #  56.86 " 436.0  " 130.2  " 320.2  "  55.21 "   7.119#     7
           8      1.269#   0.981$   1.302#   0.785$   5.385#  16.12 #  44.09 # 665.3    956.0    269.0  "  47.41 "   7.191#     8
           9      1.204#   1.066#   1.213#   0.773$   6.316#  22.55 #  38.23 # 643.8   1098      230.1  "  39.48 #   7.249#     9
          10      1.069#   1.014$   1.645#   0.826$   7.891#  25.29 #  58.18 # 535.4    916.8    202.8  "  32.93 #   6.888#    10
          11      0.964$   0.995$   1.893#   0.938#  12.74 #  21.21 #  50.55 " 527.3    673.5    174.7  "  28.45 #   6.335#    11
          12      0.984$   0.995#   1.304#   1.151#  16.74 #  16.24 #  40.97 # 563.0    794.4    157.0  "  25.18 #   5.716#    12
          13      0.939$   1.113#   0.989#   1.301#  15.85 #  14.10 #  68.41 " 796.3    726.5    141.7  "  23.30 #   5.152#    13
          14      0.910$   1.228#   0.910$   1.184#  12.31 #  12.75 #  62.78 " 835.2    846.4    122.3  "  22.53 #   4.728#    14
          15      0.862$   1.169#   1.052#   1.115#  10.01 #  11.80 #  47.51 " 696.0   2871      107.0  "  21.10 #   4.346#    15
          16      1.129$   1.153#   1.145#   1.046#   8.389#  11.53 #  47.57 " 963.8   3679       95.98 "  18.77 #   3.840#    16
          17      1.323#   1.398#   1.146#   1.094#   8.350#  14.09 # 172.6  " 897.6   3511       86.93 "  16.82 #   3.526#    17
          18      1.178#   1.442#   1.012#   1.395#   9.603#  93.53 # 156.0  " 818.7   3220       77.28 "  15.14 #   3.409#    18
          19      1.175#   0.948$   0.973#   2.761#  11.23 # 166.7  " 115.4  " 673.8   2498       79.96 "  13.90 #   4.335#    19
          20      1.154#   0.856$   1.009$   2.216#   9.265# 101.3  "  93.69 " 519.7   2032      536.5  "  12.91 #   6.631#    20
          21      1.136#   1.093$   0.870$   2.027#   7.866#  64.63 "  80.47 " 395.6   1787      720.9     12.02 #   6.613#    21
          22      1.078#   1.838#   0.853$   3.079#   7.110#  46.34 #  63.96 " 352.4   1746      533.7     13.05 #   6.408#    22
          23      1.154#   1.382#   0.789$   2.865#   6.534#  40.36 #  52.94 " 307.5  "2375      413.0     20.48 #   5.280#    23
          24      1.253#   1.345#   0.804$   2.455#   5.882#  64.10 " 120.3  " 258.0  "2243      281.8  "  25.78 #   4.423#    24
          25      1.208#   1.395#   1.139$   2.386#   5.282#  52.48 " 111.3  " 215.0  "2239      205.2  "  21.18 #   3.715#    25
          26      1.200#   1.265#   4.735#   2.320#   4.813#  45.57 "  99.28 " 242.2  "2202      152.3  "  18.02 #   3.343#    26
          27      1.327#   1.187#   2.164#   2.380#   4.456#  40.83 # 309.1  " 405.1   1783      118.8  "  15.25 #   3.095#    27
          28      1.239#   1.070#   1.290#   2.803#   5.163#  38.36 # 251.4  " 613.7   1367       95.69 "  13.55 #   2.843#    28
          29      1.161#            1.177#   2.846#   6.137#  33.62 # 326.4  " 536.6   1098       78.91 "  12.33 #   2.652#    29
          30      1.154#            1.118#   2.902#  34.65 #  29.21 # 225.3  " 391.8   1214       65.86 "  11.54 #   2.531#    30
          31      1.133#            0.974#           71.08 "          149.4  " 291.3  "           54.96 "            2.403#    31

          Mean    1.167$   1.122$   1.286$   1.648$  11.70 #  37.65 # 102.8  # 468.7  "1430    " 298.4  "  26.02 #   5.690#
        Median    1.161$   1.068$   1.139$   1.188$   8.350#  25.32 #  68.41 # 436.0  "1156    " 202.8  "  21.85 #   5.280#
       Maximum    1.567$   1.838$   4.735$   3.079$  71.08 # 166.7  # 326.4  # 963.8  "3679    "1014    "  55.21 #  11.17 #
       Minimum    0.862$   0.856$   0.789$   0.773$   3.875#  11.53 #  24.46 #  95.83 " 117.3  "  54.96 "  11.54 #   2.403#
         Total    36.17$   31.42$   39.88$   49.43$  362.7 # 1129   # 3187   #14530   "42905   " 9252   "  780.5 #  176.4 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    198.6  $                " ... Relative Uncertainty +/-10%
 Ann. Median     12.91 $                # ... Relative Uncertainty +/-15%
Annual Total   72479   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    3679    $      0.773$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2014
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.205#   0.902$   0.555$   1.098#   1.446#   3.443#  10.61 # 285.3  " 125.9  "  87.23 "  81.09 "   9.909#     1
           2      2.030#   0.853$   0.528$   1.004#   1.688#   3.214#  11.77 # 241.4  " 154.3  "  77.31 "  60.45 "   9.209#     2
           3      1.795#   0.753$   0.590$   0.969$   1.966#   2.994#  17.65 # 194.7  " 194.1  "  67.20 "  49.01 "   7.990#     3
           4      1.639#   0.689$   0.656$   0.975#   1.940#   2.730#  19.29 # 156.2  " 191.6  "  56.41 "  41.19 #   6.979#     4
           5      1.664#   0.821$   0.649$   0.976#   2.127#   2.526#  15.95 # 125.9  " 188.4  "  49.92 "  35.48 #   6.333#     5
           6      1.560#   1.355#   0.646$   0.948$   2.231#   2.438#  19.07 # 100.2  " 158.2  "  49.48 "  30.65 #   5.779#     6
           7      1.545#   1.812#   0.650$   0.933$   2.152#   2.278#  61.47 #  80.53 " 146.5  "  46.84 "  28.15 #   5.107#     7
           8      1.435#   1.449#   0.721$   0.959$   3.260#   2.209# 149.8  "  67.50 " 164.6  "  40.89 #  25.10 #   4.601#     8
           9      1.404#   1.114#   0.774$   0.957#   3.310#   2.324# 117.3  "  58.74 " 336.4  "  36.94 #  22.21 #   4.261#     9
          10      1.309#   0.970$   0.759$   0.921$   2.989#   8.087# 113.1  "  52.65 " 296.8  "  35.41 #  19.56 #   3.920#    10
          11      1.206#   1.009#   0.744$   0.879$   2.929#  12.79 # 198.6  "  47.25 " 252.8  "  32.58 #  17.26 #   3.687#    11
          12      1.095#   1.194#   0.762$   0.857$   2.633#  12.57 # 291.7  "  42.55 # 257.3  "  29.72 #  15.68 #   3.418#    12
          13      0.993$   1.227#   0.795$   0.937$   2.419#  13.30 # 366.7     38.72 # 254.6  "  27.26 #  18.65 #   3.007#    13
          14      0.981$   1.079#   0.862$   0.970#   2.214#  10.65 # 382.6     35.75 # 210.5  "  24.97 #  22.12 #   2.633#    14
          15      0.972$   0.952$   0.795$   1.031#   2.250#   8.709# 391.7     34.98 # 200.8  "  22.12 #  25.94 #   2.458#    15
          16      0.930$   0.863$   0.837$   1.120#   2.291#   7.170# 301.1  "  33.57 # 165.0  "  19.85 #  23.21 #   2.241#    16
          17      0.871$   0.777$   0.931$   1.185#   2.124#   5.982# 241.4  "  31.79 # 128.9  "  18.10 #  19.41 #   2.040#    17
          18      0.828$   0.697$   0.960#   1.246#   3.127#   6.071# 233.0  "  31.07 # 104.8  "  17.20 #  16.94 #   1.899#    18
          19      0.840$   0.686$   0.999#   1.267#   4.379#   6.831# 218.9  "  31.57 #  84.74 "  17.89 #  14.92 #   1.799#    19
          20      0.786$   0.652$   0.998$   1.268#   5.010#   9.680# 183.6  "  30.54 #  67.94 "  99.21 #  13.22 #   1.958#    20
          21      0.726$   0.615$   1.052#   1.294#   5.469#  10.85 # 182.1  "  29.41 #  59.60 " 184.6  "  12.22 #   2.131#    21
          22      0.696$   0.559$   0.993$   1.229#   4.601#  24.11 # 191.0  "  30.87 # 122.5  " 123.3  "  11.31 #   1.937#    22
          23      0.715$   0.537$   0.913$   1.199#   5.718#  31.79 # 340.2  "  30.74 # 146.3  " 125.3  "  10.52 #   1.951#    23
          24      0.847$   0.531$   0.736$   1.225#   4.857#  20.39 # 291.4  "  27.94 # 117.7  " 150.3  "   9.456#   1.883#    24
          25      0.880$   0.547$   0.723$   1.260#   6.422#  15.89 # 211.8  "  25.78 #  94.66 " 188.6  "   8.521#   1.672#    25
          26      0.820$   0.528$   0.852$   1.266#   6.985#  13.75 # 248.2  "  27.30 #  82.78 " 239.8  "   7.680#   1.476#    26
          27      0.888$   0.524$   0.960#   1.274#   6.969#  12.80 # 377.8     30.70 #  82.19 " 297.7  "   8.010#   1.390#    27
          28      0.743$   0.527$   0.912$   1.675#   6.231#  15.26 # 304.8  "  28.57 # 100.2  " 240.1  "   8.776#   1.299#    28
          29      0.688$            0.941$   1.523#   5.942#  13.30 # 304.3  "  70.04 # 105.1  " 191.6  "  10.14 #   1.201#    29
          30      0.701$            1.141#   1.359#   4.739#  11.70 # 380.6    195.0  "  95.27 " 141.2  "  10.03 #   1.133#    30
          31      0.948$            1.184#            3.925#          325.7  " 157.4  "          108.1  "            1.053#    31

          Mean    1.121$   0.865$   0.826$   1.127$   3.689#   9.861# 209.8  #  76.60 # 156.3  "  91.84 #  22.56 #   3.431#
        Median    0.948$   0.799$   0.795$   1.109$   3.127#   9.195# 218.9  #  38.72 # 146.4  "  56.41 #  17.96 #   2.241#
       Maximum    2.205$   1.812$   1.184$   1.675$   6.985#  31.79 # 391.7  # 285.3  # 336.4  " 297.7  #  81.09 #   9.909#
       Minimum    0.688$   0.524$   0.528$   0.857$   1.446#   2.209#  10.61 #  25.78 #  59.60 "  17.20 #   7.680#   1.053#
         Total   34.74 $  24.22 $  25.62 $  33.81 $ 114.3  # 295.8  #6503    #2374    #4690    "2847    # 676.9  # 106.4  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     48.57 $                " ... Relative Uncertainty +/-10%
 Ann. Median      5.982$                # ... Relative Uncertainty +/-15%
Annual Total   17727   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     391.7  $      0.524$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2015
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      0.989#   0.354&   0.680$   0.943$   9.036#   8.127#  52.26 " 206.8  " 569.2     34.25 #  13.75 #   2.037#     1
           2      0.950$   0.325&   0.708$   0.932$   7.542#   9.456#  43.70 # 199.0  " 443.9     30.57 #  14.25 #   1.902#     2
           3      0.868$   0.372&   0.758$   0.848$   6.404#  13.68 #  38.14 # 336.5  " 344.2  "  27.50 #  12.58 #   1.780#     3
           4      0.749$   0.376&   0.674$   0.803$   7.885#  17.90 #  34.06 # 423.6    262.3  "  24.69 #  10.98 #   1.853#     4
           5      0.696$   0.447$   0.579$   0.791$   9.054#  18.05 #  31.12 # 395.5    224.4  "  23.81 #   9.709#   1.978#     5
           6      0.635$   0.515$   0.615$   0.874$   8.635#  16.04 #  28.52 # 359.6    199.9  "  24.07 #   8.985#   5.213#     6
           7      0.580$   0.554$   0.590$   0.845$   7.562#  14.73 #  28.24 # 281.8  " 185.7  "  23.60 #   8.719#   9.671#     7
           8      0.540$   0.468$   0.694$   0.856$   6.593#  13.50 #  68.24 # 242.4  " 169.3  "  21.72 #   8.373#  11.89 #     8
           9      0.563$   0.412$   0.680$   1.000$   5.801#  12.60 #  74.76 " 340.4  " 148.3  "  19.93 #   8.814#   9.753#     9
          10      0.623$   0.436$   0.751$   2.245#   5.224#  11.52 #  53.10 " 324.5  " 129.0  "  18.79 #   8.696#   7.259#    10
          11      0.628$   0.483$   0.658$   2.732#   4.711#  10.71 #  53.02 " 322.3  " 121.7  "  17.49 #   8.712#   5.646#    11
          12      0.561$   0.518$   0.648$   8.165#   4.278#  12.39 #  43.49 # 276.2  " 148.6  "  16.22 #   8.150#   4.533#    12
          13      0.531$   0.556$   0.620$  10.17 #   3.696#  17.67 #  37.92 # 279.8  " 309.8  "  15.22 #   7.017#   3.577#    13
          14      0.498$   0.554$   0.877$   7.459#   3.198#  18.86 #  33.80 # 264.8  " 444.5     14.19 #   6.076#   2.990#    14
          15      0.520$   0.534$   1.054$   5.335#   2.799#  16.12 #  31.78 # 245.3  " 488.7     13.44 #   5.756#   2.548#    15
          16      0.498$   0.549$   0.762$   3.434#   2.828#  17.87 #  33.17 # 202.9  " 416.0     12.87 #   4.793#   2.230#    16
          17      0.437$   0.612$   0.806$   2.512#   4.383#  16.55 #  33.39 # 166.6  " 358.0     12.10 #   4.570#   1.947#    17
          18      0.400&   0.656$   1.208$   2.135#   7.647#  15.05 #  32.14 # 153.9  " 284.5  "  12.11 #   4.342#   1.770#    18
          19      0.420$   0.652$   1.264#   1.802#  10.09 #  18.39 #  31.54 # 143.0  " 236.1  "  18.11 #   3.890#   1.648#    19
          20      0.423$   0.654$   1.026#  14.63 #  12.30 #  21.31 #  56.98 # 238.0  " 194.0  "  23.63 #   3.413#   1.520#    20
          21      0.420$   0.710$   0.977$  47.76 #  13.77 #  19.33 #  76.69 " 432.6    150.6  "  19.34 #   2.959#   1.388#    21
          22      0.464$   0.761$   1.261#  37.12 #  12.44 #  47.46 #  60.15 " 458.8    122.2  "  16.83 #   2.690#   1.317#    22
          23      0.539$   0.696$   1.089#  29.35 #  11.36 #  70.37 "  92.25 " 845.4    100.6  "  15.15 #   2.552#   1.239#    23
          24      0.552$   0.595$   0.969$  23.16 #  10.50 #  42.38 #  94.42 " 972.2     82.70 "  14.98 #   2.403#   1.146#    24
          25      0.567$   0.619$   0.974$  18.41 #   9.753#  32.73 #  69.56 " 792.5     68.79 "  15.85 #   2.366#   1.035#    25
          26      0.528$   0.785$   0.923$  15.12 #   9.565#  30.25 #  80.72 " 642.5     58.11 "  16.19 #   2.302#   0.923$    26
          27      0.498$   0.976$   0.854$  12.77 #   9.330#  53.27 #  77.79 " 529.0     51.59 "  15.15 #   2.283#   0.874$    27
          28      0.551$   0.784$   0.840$  10.79 #   9.438#  63.85 "  77.70 " 442.5     46.55 "  14.14 #   2.449#   0.843$    28
          29      0.761$            0.734$   9.460#   8.921#  68.70 "  71.81 " 376.7     42.09 #  13.40 #   2.324#   0.843$    29
          30      0.778$            0.749$   9.951#   8.594#  64.80 "  66.47 " 385.6     38.12 #  12.72 #   2.158#   0.879$    30
          31      0.585$            0.819$            8.480#          128.7  " 352.9              13.00 #            0.831$    31

          Mean    0.592&   0.570&   0.834$   9.414$   7.800#  26.46 #  55.99 # 375.3  " 214.7  #  18.42 #   6.202#   3.002$
        Median    0.552&   0.554&   0.762$   4.385$   8.480#  17.89 #  53.02 # 336.5  " 177.5  #  16.22 #   5.274#   1.853$
       Maximum    0.989&   0.976&   1.264$  47.76 $  13.77 #  70.37 # 128.7  # 972.2  " 569.2  #  34.25 #  14.25 #  11.89 $
       Minimum    0.400&   0.325&   0.579$   0.791$   2.799#   8.127#  28.24 # 143.0  "  38.12 #  12.10 #   2.158#   0.831$
         Total    18.35&   15.95&   25.84$  282.4 $  241.8 #  793.7 # 1736   #11633   " 6440   #  571.1 #  186.1 #   93.06$

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     60.38 &                " ... Relative Uncertainty +/-10%
 Ann. Median      9.054&                # ... Relative Uncertainty +/-15%
Annual Total   22037   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     972.2  &      0.325&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2016
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      0.708$  18.97 #   1.258#   1.431#  16.75 #  84.09 " 263.8  " 456.5   4144      901.3     64.32 "   8.113#     1
           2      0.602$  15.66 #   1.120#   1.314#  11.83 #  73.53 " 227.7  " 518.5   3265     1162       58.25 "   7.731#     2
           3      0.561$  12.50 #   1.044#   1.186#   9.467#  64.13 " 298.7  " 456.6   2569     1472       51.62 "   7.484#     3
           4      0.705$  10.13 #   1.044#   1.153#   7.846#  61.67 " 570.1    394.2   1914     1473       46.40 "   7.209#     4
           5      0.632$   8.301#   1.075#   1.166#   7.370#  70.84 " 445.9    407.7   1516     1277       42.70 #   6.905#     5
           6      0.652$   6.673#   1.080#   1.087#   6.862#  57.21 " 356.9    372.1   1233     1035       39.84 #   6.563#     6
           7      0.603$   5.313#   1.040#   1.060#   9.485#  66.39 " 332.0    404.5   1050      840.3     38.27 #   6.076#     7
           8      0.591$   4.141#   0.951$   0.997#  19.49 # 118.5  " 310.4  " 688.2   1181      739.8     37.00 #   5.523#     8
           9      0.612$   3.141#   0.869$   0.991#  16.59 #  94.53 " 277.8  "1263     1182      707.0     34.29 #   5.326#     9
          10      0.670$   2.512#   0.848$   0.941$  14.20 # 123.2  " 366.7  "1521     1181      727.1     32.80 #   4.936#    10
          11      0.824$   2.040#   0.832$   1.323$  12.59 # 168.4  " 724.9   1433     1191      701.9     38.88 #   4.623#    11
          12      0.590$   1.700#   0.856$   9.639#  11.02 # 233.6  " 798.6   1426      978.9    644.1     44.40 #   5.711#    12
          13      0.555$   1.442#   0.865$  13.18 #   9.900# 247.5  " 564.3   1170      865.0    548.6     38.40 #   6.017#    13
          14      0.542$   1.333#   0.872$   9.064#  10.20 # 398.9  " 456.1    993.4    747.6    448.1     33.23 #   6.454#    14
          15      0.490$   1.173#   0.836$   7.475#   9.932# 538.1    397.9    870.6    632.8    384.6     29.81 #   5.813#    15
          16      0.474$   1.045#   0.931$   5.500#   9.117# 450.0    412.5    745.2    830.3    349.4     26.50 #   5.049#    16
          17      0.564$   0.958$   1.147#   4.342#   8.719# 415.4    735.4    659.0    860.2    315.0  "  24.19 #   4.434#    17
          18      1.427$   0.893$   1.047#   3.807#   8.246# 393.5   1019      850.8    746.4    294.9  "  22.30 #   4.087#    18
          19      4.242#   0.912$   0.996#   3.560#   7.741# 340.5    957.5   1012      697.0    257.2  "  20.85 #   3.692#    19
          20      9.085#   0.820$   0.988#   3.035#   8.188# 324.1    855.1   1046      702.4    261.3  "  19.41 #   3.501#    20
          21     12.69 #   0.684$   1.051#   2.802#  24.04 # 429.4    907.0   1137      636.4    250.1  "  17.80 #   3.249#    21
          22     12.13 #   0.975$   1.039#   2.517#  75.84 " 391.2   1130     1303      603.0    188.4  "  16.37 #   3.080#    22
          23     10.49 #   1.883#   1.720#   2.245#  51.89 # 458.6   1150     1313      854.0    155.7  "  15.22 #   2.796#    23
          24      6.941#   1.753#   2.241#   1.937#  37.28 # 408.7   1053     1222      955.0    130.0  "  14.14 #   2.581#    24
          25      5.097#   2.560#   1.383#   1.968#  38.41 # 418.6    929.9   1140      991.8    111.5  "  13.14 #   2.417#    25
          26      4.897#   2.220#   1.442#   2.374#  58.32 # 431.7    780.3    936.0    895.1     98.90 "  11.99 #   2.281#    26
          27      3.918#   1.686#   2.177#   3.321# 114.4  " 346.7    640.0    859.9    838.4     87.27 "  10.99 #   3.262#    27
          28      3.170#   1.420#   1.872#   4.170# 133.8  " 302.9  " 526.2   2270     1529       76.64 "  10.11 #   3.434#    28
          29      2.533#   1.304#   1.677#   8.404# 164.4  " 326.9  " 433.1   4668     1415       70.99 "   9.217#   3.011#    29
          30      2.364#            1.581#  16.35 # 132.4  " 329.7  " 360.2   5110     1108       75.51 "   8.629#   3.684#    30
          31      3.567#            1.438#          102.7  "          354.5   4650                69.86 "            4.114#    31

          Mean    2.998$   3.936$   1.204$   3.945$  37.07 # 272.3  " 601.2  "1332     1244      511.4  "  29.04 #   4.811#
        Median    0.708$   1.753$   1.047$   2.445$  12.59 # 325.5  " 526.2  "1012      985.4    349.4  "  28.16 #   4.623#
       Maximum   12.69 $  18.97 $   2.241$  16.35 $ 164.4  # 538.1  "1150    "5110     4144     1473    "  64.32 #   8.113#
       Minimum    0.474$   0.684$   0.832$   0.941$   6.862#  57.21 " 227.7  " 372.1    603.0     69.86 "   8.629#   2.281#
         Total    92.93$  114.1 $   37.32$  118.3 $ 1149   # 8168   "18636   "41296    37313    15853   "  871.1 #  149.2 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    338.2  $                " ... Relative Uncertainty +/-10%
 Ann. Median     20.17 $                # ... Relative Uncertainty +/-15%
Annual Total   123798  $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    5110    $      0.474$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2017
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.815#   0.924$   0.913$   1.485#   1.381#   2.451#   7.512# 303.0  " 103.6  "1136       29.60 #   5.636#     1
           2      3.532#   0.896$   0.864$   1.364#   1.314#   2.295#  12.58 # 372.0  " 133.7  " 949.2     29.47 #   5.038#     2
           3      3.289#   0.918$   0.865$   1.244#   1.222#   2.226#  27.56 # 242.2  " 140.3  " 823.6     28.43 #   4.473#     3
           4      2.942#   0.971$   0.886$   1.276#   1.184#   2.152#  32.54 # 244.7  " 148.2  " 686.7     26.90 #   5.098#     4
           5      2.476#   1.032#   0.949$   1.281#   1.254#   2.069#  31.20 # 259.4  " 125.8  " 511.7     24.75 #   5.425#     5
           6      2.182#   0.994$   0.874$   1.297#   1.275#   2.041#  47.00 # 191.8  " 102.1  " 385.7     21.98 #   5.579#     6
           7      2.109#   0.958$   0.861$   1.307#   1.223#   2.054#  42.82 # 155.6  "  85.08 " 346.1     19.58 #   5.852#     7
           8      1.792#   0.850$   0.852$   1.271#   1.193#   2.033#  29.68 # 195.0  "  76.15 " 345.4     17.76 #   5.438#     8
           9      1.871#   0.823$   0.954$   1.167#   1.214#   1.955#  28.26 # 306.9  "  69.04 " 287.1  "  16.19 #   4.668#     9
          10      1.883#   1.733$   1.145#   1.105#   1.243#   1.864#  27.16 # 660.4     63.88 " 216.5  "  14.69 #   4.024#    10
          11      1.930#   2.662#   0.990$   1.081#   1.310#   1.857#  24.26 # 423.4     59.98 " 177.1  "  13.28 #   3.546#    11
          12      1.715#   2.088#   0.934$   1.081#   1.306#   1.787#  21.22 # 347.9     62.82 " 148.0  "  12.50 #   3.127#    12
          13      1.364#   2.468#   0.917$   1.092#   1.275#   1.739#  22.15 # 431.9     62.97 " 122.5  "  12.11 #   2.864#    13
          14      1.237#   2.983#   1.106$   1.049#   1.322#   1.766#  21.72 # 473.2     54.22 " 102.5  "  11.80 #   2.670#    14
          15      1.279#   2.447#   1.467#   1.064#   2.098#   1.895#  20.30 # 593.7     46.86 "  86.30 "  10.99 #   2.457#    15
          16      1.271#   2.033#   1.456#   1.089#   2.233#   1.848#  19.56 # 713.7     42.15 #  74.59 "  10.07 #   2.283#    16
          17      1.254#   1.860#   1.387#   1.200#   2.255#   1.855#  20.97 # 690.5     38.63 #  82.46 "   9.671#   2.239#    17
          18      1.236#   1.570#   1.522#   1.301#   3.155#   1.821#  25.53 # 702.6     35.48 #  79.06 "   9.889#   4.417#    18
          19      1.253#   1.384#   1.641#   1.268#   2.666#   1.803#  21.96 # 631.8     33.37 #  67.96 "  10.09 #   4.187#    19
          20      1.175#   1.229#   1.594#   1.224#   2.961#   3.162#  24.71 # 714.9     33.02 #  56.50 "   9.548#   5.128#    20
          21      1.148#   1.504#   1.537#   1.189#   4.229#   2.981#  29.33 # 589.7     35.79 #  48.01 "   8.689#   5.771#    21
          22      1.163#   1.457#   2.641#   1.319#   4.573#   2.415#  39.50 # 453.3     61.00 "  43.27 #   7.784#   4.637#    22
          23      1.115#   1.238#   2.527#   1.465#   5.263#   5.596#  42.38 # 434.0    110.7  "  41.77 #   7.037#   3.627#    23
          24      1.064#   1.113#   2.881#   1.538#   5.016#   5.451#  41.23 # 384.6    127.4  "  42.80 #   6.342#   2.960#    24
          25      1.296#   1.009$   3.292#   1.601#   4.162#   6.131#  38.68 # 319.1  " 617.6  "  39.62 #   5.877#   2.472#    25
          26      1.182#   0.916$   3.502#   1.566#   3.725#   6.037#  35.90 # 274.3  "2354       36.74 #   5.588#   2.198#    26
          27      1.062#   0.934#   3.096#   1.541#   3.676#   6.438#  44.99 # 224.8  "2450       49.71 #   5.560#   1.992#    27
          28      1.026#   1.007#   2.467#   1.484#   3.341#   6.395#  75.64 " 178.8  "1510       53.54 "   5.700#   1.773#    28
          29      1.003#            2.179#   1.460#   3.089#   8.461# 113.1  " 145.3  "1621       45.24 #   5.540#   1.655#    29
          30      0.983$            1.939#   1.415#   2.850#   7.462# 144.9  " 123.3  "1447       37.51 #   5.752#   1.581#    30
          31      0.922$            1.624#            2.618#          125.0  " 109.0  "           32.15 #            1.461#    31

          Mean    1.663$   1.429$   1.608$   1.294#   2.440#   3.268#  39.98 # 383.6  " 395.1  # 230.8  #  13.44 #   3.686#
        Median    1.271$   1.171$   1.456$   1.279#   2.233#   2.110#  29.33 # 347.9  "  80.61 #  82.46 #  10.54 #   3.627#
       Maximum    3.815$   2.983$   3.502$   1.601#   5.263#   8.461# 144.9  # 714.9  "2450    #1136    #  29.60 #   5.852#
       Minimum    0.922$   0.823$   0.852$   1.049#   1.184#   1.739#   7.512# 109.0  "  33.02 #  32.15 #   5.540#   1.461#
         Total    51.57$   40.00$   49.86$   38.82#   75.63#   98.04# 1239   #11891   "11852   # 7155   #  403.2 #  114.3 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     90.44 $                " ... Relative Uncertainty +/-10%
 Ann. Median      3.725$                # ... Relative Uncertainty +/-15%
Annual Total   33009   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    2450    $      0.823$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2018
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.305#   0.559$   0.966$   0.938$   0.691$   3.274#   3.125#  58.17 " 327.1  "  29.04 #  11.36 #   3.647#     1
           2      1.216#   0.587$   0.944$   0.805$   1.282$   2.399#   4.200# 137.8  " 512.8     28.02 #  10.50 #   3.248#     2
           3      1.200#   0.636$   0.989#   0.782$   1.279#   2.048#   6.856# 196.2  " 588.7     26.71 #  10.20 #   2.909#     3
           4      1.101#   0.659$   0.916$   0.824$   0.954$   1.912#  10.85 # 306.4  " 511.5     27.39 #   9.874#   2.701#     4
           5      1.014$   0.588$   0.838$   0.759$   0.878$   1.962#  14.67 # 371.4    507.8     37.26 #   9.718#   2.626#     5
           6      0.824$   0.647$   0.775$   0.670$   1.069$   1.624#  16.55 # 370.0    503.3     41.27 #   9.718#   3.895#     6
           7      0.838$   0.675$   0.713$   0.676$   1.169#   1.725#  13.48 # 379.9    417.7     43.70 #   9.338#   3.667#     7
           8      0.844$   0.637$   0.880$   0.647$   1.106#   1.749#  10.03 # 450.5    347.4     43.86 #   8.886#   3.624#     8
           9      0.881$   0.638$   1.012#   0.726$   1.170#   1.789#   7.550# 565.4    289.5  "  40.27 #   8.025#   3.707#     9
          10      0.871$   0.645$   0.939$   0.818$   1.197#   3.997#   5.991# 699.9    234.3  "  34.01 #   7.195#   3.444#    10
          11      1.014$   0.601$   0.736$   0.846$   1.204#   3.957#   4.914# 625.1    206.0  "  29.40 #   6.746#   2.891#    11
          12      1.173#   0.608$   0.624$   0.826$   1.170#   3.826#   4.223# 770.8    186.3  "  28.04 #   6.413#   2.486#    12
          13      0.972$   0.652$   0.633$   0.778$   1.196#   3.650#   3.990# 861.1    160.4  "  29.82 #   6.162#   2.101#    13
          14      0.879$   0.667$   0.817$   0.837$   1.292#   3.162#   3.886# 729.2    145.1  "  39.51 #   5.776#   1.885#    14
          15      0.697$   0.547$   0.969$   0.839$   1.325#   3.075#   5.290# 558.8    126.2  "  36.17 #   5.340#   1.899#    15
          16      0.708$   0.559$   0.946$   0.777$   1.387#   2.586#  11.84 # 451.8    108.1  "  31.31 #   4.804#   2.082#    16
          17      0.983$   0.574$   1.029$   0.668$   1.351#   2.231#  13.79 # 421.9    100.2  "  27.10 #   4.313#   2.159#    17
          18      1.061#   0.654$   0.953$   0.571$   1.373#   2.636#  13.21 # 364.2    105.7  "  25.10 #   4.051#   2.075#    18
          19      0.908$   0.752$   0.887$   0.486$   1.436#   3.494#  11.67 # 274.0  " 107.5  "  28.64 #   3.841#   1.883#    19
          20      1.218$   0.779$   0.886$   0.502$   1.394#   3.670#  11.01 # 212.9  "  97.07 "  32.84 #   3.743#   1.762#    20
          21      1.104#   0.732$   0.899$   0.753$   1.379#   3.935#  22.66 # 187.7  "  81.23 "  29.08 #   4.006#   1.703#    21
          22      0.994$   0.851$   0.769$   1.565#   1.248#   4.410#  50.74 # 239.0  "  67.97 "  31.37 #   3.832#   1.593#    22
          23      0.866$   0.928$   0.934$   1.324#   1.247#   4.045#  32.25 # 278.9  "  59.09 "  31.45 #   4.016#   1.467#    23
          24      0.879$   0.831$   1.101#   1.059#   1.245#   3.613#  33.54 # 258.5  "  53.57 "  28.07 #   4.886#   1.361#    24
          25      0.831$   0.731$   1.283#   0.937$   1.435#   3.185#  36.87 # 207.1  "  48.74 "  24.01 #   5.500#   1.254#    25
          26      0.839$   0.835$   1.214#   0.910$   1.892#   2.825#  44.18 # 168.6  "  43.64 #  20.76 #   6.121#   1.174#    26
          27      0.723$   0.912$   1.108#   0.876$   2.456#   2.921#  42.08 # 147.8  "  40.27 #  18.31 #   6.217#   1.125#    27
          28      0.725$   0.976#   1.014#   0.835$   2.616#   3.159#  36.19 # 143.8  "  36.77 #  16.43 #   5.777#   1.084#    28
          29      0.636$            0.906$   0.775$   2.639#   3.615#  44.58 # 199.1  "  33.24 #  14.89 #   5.055#   0.970#    29
          30      0.583$            0.832$   0.674$   1.787#   3.428#  70.23 " 258.6  "  30.67 #  13.60 #   4.237#   0.917$    30
          31      0.539$            0.878$            2.657#           65.84 " 299.2  "           12.42 #            0.873$    31

          Mean    0.917$   0.695$   0.916$   0.816$   1.436$   2.997#  21.17 # 361.1  " 202.6  #  29.03 #   6.522#   2.200$
        Median    0.879$   0.653$   0.916$   0.794$   1.282$   3.160#  13.21 # 299.2  " 117.1  #  29.04 #   5.949#   2.075$
       Maximum    1.305$   0.976$   1.283$   1.565$   2.657$   4.410#  70.23 # 861.1  " 588.7  #  43.86 #  11.36 #   3.895$
       Minimum    0.539$   0.547$   0.624$   0.486$   0.691$   1.624#   3.125#  58.17 "  30.67 #  12.42 #   3.743#   0.873$
         Total    28.43$   19.46$   28.39$   24.48$   44.53$   89.90#  656.3 #11194   " 6078   #  899.8 #  195.7 #   68.21$

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     52.95 $                " ... Relative Uncertainty +/-10%
 Ann. Median      2.657$                # ... Relative Uncertainty +/-15%
Annual Total   19327   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     861.1  $      0.486$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2019
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      0.861$   0.739$   0.604$   0.724$   0.922$   1.214#  13.13 #  20.91 # 114.0  "  19.65 #  14.22 #   1.728#     1
           2      0.803$   0.740$   0.591$   0.735$   0.960#   1.192#  11.28 #  18.95 # 157.9  "  20.43 #  84.35 #   1.648#     2
           3      0.790$   0.717$   0.574$   0.762$   0.903$   1.121#   9.624#  17.67 # 229.8  "  18.75 #  55.37 #   1.545#     3
           4      0.721$   0.682$   0.616$   0.929$   0.828$   1.093#   8.648#  16.81 # 266.2  "  18.32 #  30.19 #   1.412#     4
           5      0.653$   0.638$   0.634$   1.089#   0.784$   1.124#  15.81 #  20.10 # 270.9  "  24.86 #  26.90 #   1.313#     5
           6      0.626$   0.601$   0.605$   0.951$   1.176$   1.087$  54.26 #  26.01 # 221.0  "  30.34 #  23.04 #   1.243#     6
           7      0.660$   0.635$   1.081$   0.988#   1.185#   2.930#  61.35 #  31.66 # 180.5  "  25.14 #  18.31 #   1.101#     7
           8      0.699$   0.688$   1.109#   0.985#   1.159#   3.380#  33.81 #  43.88 # 148.3  "  22.55 #  15.07 #   1.116#     8
           9      0.647$   0.688$   0.961#   0.950$   1.069#   7.271#  24.64 #  52.62 # 124.3  "  20.79 #  12.76 #   1.057#     9
          10      0.632$   0.728$   0.881$   0.911$   0.981#   9.072#  20.70 #  45.28 #  97.78 "  18.74 #  10.85 #   1.015#    10
          11      0.603$   0.734$   0.725$   0.919$   0.940#  11.83 #  18.25 #  34.96 #  76.77 "  16.64 #   9.287#   0.951$    11
          12      0.564$   0.795$   0.630$   0.948$   0.947#  16.77 #  16.83 #  28.41 #  62.11 "  15.04 #   7.900#   0.905$    12
          13      0.533$   0.799$   0.623$   0.960$   0.925$  19.11 #  18.16 #  24.62 #  52.30 "  13.75 #   6.734#   0.833$    13
          14      0.547$   0.732$   0.596$   0.933$   0.965#  13.49 #  15.99 #  25.34 #  45.76 "  13.37 #   5.649#   0.763$    14
          15      0.548$   0.693$   0.554$   0.926$   0.948#  11.11 #  13.82 #  62.38 #  40.90 #  13.43 #   4.712#   0.686$    15
          16      0.556$   0.719$   0.548$   0.897$   2.477#  12.20 #  12.34 #  42.77 #  37.25 #  14.07 #   3.959#   0.608$    16
          17      0.554$   0.791$   0.635$   1.045#   2.555#  11.51 #  11.24 # 132.9  "  33.45 #  15.09 #   3.474#   0.643$    17
          18      0.552$   0.749$   0.739$   1.043#   2.930#  10.41 #  10.71 # 132.0  "  30.65 #  13.94 #   3.170#   0.630$    18
          19      0.531$   0.687$   0.639$   4.360#   3.127#   8.304#  11.43 #  76.28 "  33.39 #  12.16 #   2.910#   0.791$    19
          20      0.510$   0.689$   0.814$   4.165#   3.163#   6.840#  39.66 #  54.14 "  38.75 #  10.81 #   3.311#   1.075#    20
          21      0.506$   0.647$   0.916$   1.492#   2.555#   5.802#  44.50 #  46.70 "  46.51 "   9.497#   3.144#   1.163#    21
          22      0.539$   0.663$   1.094#   0.984$   2.137#   5.392#  38.96 #  50.69 "  43.83 #   8.526#   3.067#   0.982$    22
          23      0.911$   0.669$   1.024#   1.176$   1.876#   8.021#  30.21 #  81.18 "  43.56 #   7.849#   2.876#   0.939$    23
          24      1.224#   0.618$   0.820$   1.594#   1.721#  12.31 #  25.78 # 167.4  "  35.42 #   8.230#   3.186#   0.919$    24
          25      1.184#   0.596$   0.697$   1.352#   1.655#  11.52 #  24.80 # 106.0  "  29.74 #   9.897#   3.117#   0.860$    25
          26      0.960$   0.584$   0.657$   1.178#   1.539#  10.00 #  26.57 #  68.98 "  26.84 #  11.00 #   2.663#   0.841$    26
          27      0.830$   0.606$   0.693$   1.039#   1.450#  10.56 #  20.97 #  54.59 "  24.62 #  10.23 #   2.432#   0.800$    27
          28      0.777$   0.586$   0.769$   0.904$   1.409#  24.60 #  18.65 #  51.44 "  22.20 #   8.688#   2.274#   0.754$    28
          29      0.857$            0.786$   0.821$   1.366#  26.99 #  18.07 #  54.27 "  20.45 #   7.483#   2.082#   0.731$    29
          30      0.925$            0.749$   0.869$   1.275#  16.66 #  24.67 # 106.9  "  19.40 #   7.134#   1.936#   0.642$    30
          31      0.813$            0.732$            1.178#           23.06 # 122.4  "            9.462#            0.709$    31

          Mean    0.713$   0.686$   0.745$   1.221$   1.519$   9.430$  23.16 #  58.65 #  85.82 #  14.71 #  12.30 #   0.981$
        Median    0.653$   0.688$   0.697$   0.955$   1.185$   9.536$  18.65 #  50.69 #  44.79 #  13.75 #   4.335#   0.919$
       Maximum    1.224$   0.799$   1.109$   4.360$   3.163$  26.99 $  61.35 # 167.4  # 270.9  #  30.34 #  84.35 #   1.728$
       Minimum    0.506$   0.584$   0.548$   0.724$   0.784$   1.087$   8.648#  16.81 #  19.40 #   7.134#   1.936#   0.608$
         Total   22.12 $  19.21 $  23.10 $  36.63 $  47.10 $ 282.9  $ 717.9  #1818    #2575    # 455.9  # 368.9  #  30.40 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     17.53 $                " ... Relative Uncertainty +/-10%
 Ann. Median      2.274$                # ... Relative Uncertainty +/-15%
Annual Total   6397    $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     270.9  $      0.506$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2020
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      0.740$   0.601$   1.115$   0.881$   0.719$   9.074#  24.15 #  26.76 #  91.35 " 196.6  "  10.59 #  23.61 #     1
           2      0.734$   0.473$   0.672$   0.801$   0.673$   6.977#  18.53 #  26.15 # 147.5  " 143.2  "  13.91 #  21.29 #     2
           3      1.586#   0.433$   0.463$   0.602$   0.668$   4.996#  15.04 #  90.13 # 143.2  " 150.1  "  30.67 #  16.78 #     3
           4      1.264#   0.386$   0.398$   0.550$   0.761$   3.674#  12.62 # 791.6    121.4  " 175.5  "  33.79 #  14.20 #     4
           5      1.032#   0.379$   0.399$   0.510$   0.888$   2.928#  10.80 # 698.9    106.5  " 186.2  "  25.01 #  12.37 #     5
           6      0.897$   0.359$   0.461$   0.492$   2.386#   2.519#   9.738# 409.9    207.3  " 150.3  "  20.81 #  11.03 #     6
           7      0.806$   0.358$   0.439$   0.475$   2.833#   2.224#  14.16 # 369.1    766.3    117.1  "  18.02 #   9.964#     7
           8      0.761$   0.445$   0.412$   0.427$   4.755#   1.969#  36.94 # 506.2    828.2     94.62 "  15.85 #   8.912#     8
           9      0.783$   0.520$   0.375$   0.589$   3.474#   1.819#  37.23 # 380.4    742.6     80.06 "  16.71 #   7.963#     9
          10      0.647$   0.408$   0.387$   0.796$   2.443#   1.737#  35.76 # 307.3  " 873.1     70.73 " 118.7  #   7.314#    10
          11      0.641$   0.449$   0.421$   0.869$   1.952#   1.993#  23.45 # 278.8  " 780.8     62.60 " 241.8  "   6.777#    11
          12      0.860$   0.495$   0.429$   0.772$   1.617#   4.627#  17.47 # 322.1  " 569.7     54.21 " 159.4  "   6.092#    12
          13      0.806$   0.880$   0.464$   0.715$   1.340#   6.255#  14.93 # 405.3    400.0     48.11 " 111.5  "   5.776#    13
          14      0.721$   0.617$   0.535$   0.718$   1.191#  11.90 #  15.45 # 516.3    294.4  "  43.91 #  75.31 "   5.850#    14
          15      0.846$   0.506$   0.690$   0.740$   1.102#  10.75 #  33.32 # 473.5    223.1  "  42.13 #  63.08 "   5.029#    15
          16      0.831$   0.489$   0.748$   0.742$   1.123#   8.258#  24.62 # 540.4    167.4  "  42.01 #  54.36 "   4.374#    16
          17      0.703$   0.458$   0.684$   0.701$   1.039#   7.035#  24.03 # 794.0    137.6  "  37.92 #  42.97 #   4.106#    17
          18      0.670$   0.381$   0.859$   0.678$   1.053#   7.961#  72.84 " 766.5    120.0  "  33.82 #  38.96 #   3.665#    18
          19      0.633$   0.364$   0.996#   0.882$   0.935$  11.84 #  59.21 " 707.5    101.7  "  30.68 #  36.27 #   3.343#    19
          20      0.411$   0.349$   0.998#   0.891$   0.913$  15.27 #  41.97 # 532.0    164.5  "  28.19 #  30.73 #   3.014#    20
          21      0.493$   0.327$   0.965$   0.834$   0.957#  10.91 #  30.34 # 407.6   1148       26.40 #  26.71 #   2.726#    21
          22      0.629$   0.333$   0.818$   0.824$   0.926$   8.482#  24.06 # 343.7    894.6     25.31 #  23.31 #   2.429#    22
          23      0.667$   0.331$   0.745$   0.832$   0.887$  11.52 #  40.43 # 311.5  " 617.6     23.22 #  19.97 #   2.159#    23
          24      0.765$   0.362$   0.679$   0.833$   0.946$  19.13 #  82.76 " 256.7  " 396.4     20.92 #  17.13 #   1.990#    24
          25      0.573$   0.524$   0.616$   0.859$   2.803#  14.40 #  43.44 # 207.5  " 278.7  "  19.05 #  14.90 #   1.973#    25
          26      0.482$   0.530$   0.561$   0.843$   3.565#  12.53 #  35.69 # 162.5  " 206.9  "  17.11 #  13.26 #   1.877#    26
          27      0.377$   0.417$   0.595$   0.773$   4.777#  10.86 #  35.58 # 131.3  " 321.7  "  15.18 #  12.77 #   1.703#    27
          28      0.362$   0.529$   0.587$   0.825$   4.830#  11.49 #  58.14 # 110.6  " 373.9     13.71 #  14.64 #   1.506#    28
          29      0.372$   0.774$   0.615$   0.883$   6.005#  18.76 #  45.61 #  99.88 " 416.1     12.60 #  15.94 #   1.387#    29
          30      0.696$            0.705$   0.772$   9.905#  38.89 #  34.66 #  88.90 " 302.8  "  11.58 #  16.55 #   1.314#    30
          31      0.703$            0.795$           11.17 #           29.52 #  77.44 "           10.62 #            1.351#    31

          Mean    0.726$   0.465$   0.633$   0.737$   2.537$   9.359#  32.34 # 359.4  # 398.1  "  63.99 #  44.45 #   6.512#
        Median    0.703$   0.445$   0.615$   0.773$   1.191$   8.370#  30.34 # 343.7  # 298.6  "  42.01 #  24.16 #   4.374#
       Maximum    1.586$   0.880$   1.115$   0.891$  11.17 $  38.89 #  82.76 # 794.0  #1148    " 196.6  # 241.8  #  23.61 #
       Minimum    0.362$   0.327$   0.375$   0.427$   0.668$   1.737#   9.738#  26.15 #  91.35 "  10.62 #  10.59 #   1.314#
         Total    22.49$   13.48$   19.63$   22.11$   78.63$  280.8 # 1002   #11140   #11943   " 1984   # 1334   #  201.9 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     76.62 $                " ... Relative Uncertainty +/-10%
 Ann. Median      7.006$                # ... Relative Uncertainty +/-15%
Annual Total   28042   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    1148    $      0.327$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2021
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      1.228#   0.531$   0.626$   0.527$  11.02 # 359.5  " 519.8  "3204    " 541.8  " 245.5  " 234.4  "  79.26 "     1
           2      1.146#   0.516$   0.590$   0.605$   9.416# 210.9  " 461.9  "3854    " 791.4  " 375.2  " 176.9  "  62.05 "     2
           3      1.067#   0.549$   0.596$   0.651$  11.77 # 147.3  " 365.8  "3436    "1208    " 479.1  " 143.5  "  50.12 "     3
           4      0.998$   0.510$   0.762$   0.565$  17.67 # 798.2  " 309.1  "3192    "1129    " 472.7  " 117.5  "  41.53 #     4
           5      0.955$   0.449$   1.002#   0.536$  13.79 # 805.2  " 303.1  "2818    " 870.5  " 408.6  "  97.92 "  35.33 #     5
           6      0.877$   0.482$   0.867$   0.508$  10.12 # 675.8  " 441.2  "2188    " 694.9  " 367.7  "  83.32 "  30.81 #     6
           7      0.852$   1.622$   0.842$   0.483$   8.230# 562.4  " 619.1  "1593    " 533.4  " 315.2  "  73.69 "  27.20 #     7
           8      0.775$   3.731#   0.841$   0.666$   7.366# 404.8  " 871.2  "1209    " 421.6  " 292.6  "  64.12 "  23.82 #     8
           9      0.668$   2.263#   0.849$   0.692$   6.756# 294.5  "1003    "1012    " 804.5  " 282.5  "  56.42 "  20.78 #     9
          10      0.705$   3.787#   0.963$   0.626$   6.017# 225.3  "2207    "1157    "1440    " 252.4  "  49.61 "  18.75 #    10
          11      0.844$   2.885#   1.047#   0.796$   5.234# 170.0  "1791    "1981    "1420    " 234.8  "  44.26 #  16.71 #    11
          12      0.798$   2.392#   1.169#   4.319#   5.647# 137.1  "1391    "2010    "1551    " 495.3  "  40.42 #  16.47 #    12
          13      0.760$   1.894#   1.077#   3.528#   5.523# 113.2  "1681    "1886    "1397    " 488.9  "  36.80 #  15.58 #    13
          14      0.720$   1.557#   1.033#   5.623#   6.830# 124.4  "2232    "1650    "1258    " 422.0  "  33.40 #  14.94 #    14
          15      0.670$   1.302#   0.995$   4.400#   5.867# 295.4  "2669    "1318    "1027    " 339.2  "  30.55 #  13.58 #    15
          16      0.612$   1.124#   0.940$   3.199#   4.888# 355.6  "2538    "1039    " 853.7  " 269.6  "  28.49 #  12.48 #    16
          17      0.520$   1.024#   0.815$   2.428#   4.402# 537.7  "2118    " 865.2  " 841.1  " 218.2  "  27.39 #  11.80 #    17
          18      0.536$   1.157#   0.721$   1.984#   8.023# 321.1  "2056    " 738.2  " 841.5  " 174.4  "  26.60 #  11.39 #    18
          19      0.556$   1.080#   0.646$   1.767#   8.299# 296.5  "1658    " 727.4  " 920.5  " 145.8  "  25.34 #  11.29 #    19
          20      1.361$   0.868$   0.657$   1.725#   9.041# 387.0  "1359    " 786.5  " 905.6  " 158.5  "  23.37 #  10.79 #    20
          21      1.139#   0.767$   0.584$   1.549#   8.698#2774    "1171    " 704.7  " 722.3  " 198.6  "  22.17 #  10.01 #    21
          22      0.938$   0.724$   0.632$   1.511#   8.187#1288    "1309    " 705.6  " 604.2  " 189.1  " 524.3  #   9.179#    22
          23      0.854$   0.673$   0.703$   1.403#   8.578# 879.0  "1140    " 594.8  " 483.0  " 183.7  " 858.6  "   8.324#    23
          24      0.763$   0.639$   0.724$   1.319#  13.83 # 744.3  "1139    " 494.1  " 386.5  " 154.1  " 929.5  "   7.576#    24
          25      0.693$   0.663$   0.675$   1.245#  32.05 # 665.4  "1047    " 441.6  " 318.1  " 149.4  " 514.7  "   6.839#    25
          26      0.926$   0.706$   0.579$   1.214#  24.08 # 592.6  " 933.0  " 429.9  " 269.6  " 230.3  " 328.9  "   6.191#    26
          27      0.994#   0.686$   0.631$   1.181#  17.31 # 594.0  "1038    " 505.6  " 264.8  " 320.4  " 247.4  "   5.498#    27
          28      0.844$   0.659$   0.637$   1.647#  13.57 # 548.1  "1225    " 510.0  " 299.6  " 438.6  " 195.5  "   4.817#    28
          29      0.706$            0.627$   7.953#  12.91 # 551.3  "1131    " 510.5  " 269.2  " 467.9  " 147.0  "   4.156#    29
          30      0.671$            0.624$  12.28 # 186.5  # 629.2  "1366    " 615.0  " 239.2  " 392.5  " 105.8  "   3.703#    30
          31      0.612$            0.591$          773.9  "         2174    " 576.2  "          312.7  "            3.449#    31

          Mean    0.832$   1.259$   0.776$   2.231$  40.82 # 549.6  "1299    "1379    " 776.9  " 305.7  " 176.3  #  19.18 #
        Median    0.798$   0.818$   0.721$   1.361$   8.698# 471.2  "1171    "1012    " 797.9  " 292.6  "  78.50 #  12.48 #
       Maximum    1.361$   3.787$   1.169$  12.28 $ 773.9  #2774    "2669    "3854    "1551    " 495.3  " 929.5  #  79.26 #
       Minimum    0.520$   0.449$   0.579$   0.483$   4.402# 113.2  " 303.1  " 429.9  " 239.2  " 145.8  "  22.17 #   3.449#
         Total    25.79$   35.24$   24.04$   66.93$ 1265   #16488   "40266   "42753   "23307   " 9476   " 5288   #  594.4 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean    382.4  $                " ... Relative Uncertainty +/-10%
 Ann. Median     33.40 $                # ... Relative Uncertainty +/-15%
Annual Total   139589  $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily    3854    $      0.449$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2022
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      3.381#   1.099#   0.855$   1.287#   4.160#   9.816#  16.74 # 159.2  " 107.7  "  38.32 # 516.2  "  39.23 #     1
           2      3.334#   1.118#   0.947$   1.478#   3.305#   8.984#  15.23 # 210.6  "  87.60 "  43.46 # 376.8  "  33.87 #     2
           3      3.360#   1.032#   1.147#   2.805#   3.022#   8.856#  14.17 # 423.8  "  76.82 "  56.15 " 268.4  "  29.88 #     3
           4      3.322#   1.004$   1.371#   4.244#   2.651#   9.160#  13.45 # 524.1  "  68.80 "  44.61 # 214.3  "  27.78 #     4
           5      3.002#   0.924$   1.268#   2.561#   2.457#   9.700#  13.25 # 456.1  "  63.22 "  40.25 # 156.2  "  25.85 #     5
           6      2.802#   0.964$   1.197#   2.320#   2.264#   9.991#  13.60 # 421.1  "  59.09 "  54.88 " 124.9  "  24.35 #     6
           7      2.687#   1.183#   1.128#   2.008#   2.096#   9.362#  14.12 # 435.3  "  57.55 "  80.19 " 107.4  "  22.68 #     7
           8      2.518#   1.259#   1.055#   1.744#   1.980#   8.324#  15.17 # 444.8  "  57.08 "  68.38 "  91.08 "  20.02 #     8
           9      2.378#   1.125#   0.930$   2.670#   1.969#   7.992#  15.25 # 519.7  "  53.16 "  55.07 "  75.47 "  17.86 #     9
          10      2.274#   1.094#   0.885$   2.679#   1.862#   8.088#  20.32 # 838.2  "  50.23 "  48.21 "  62.83 "  16.29 #    10
          11      2.208#   1.109#   0.817$   2.515#   1.871#   8.385#  31.29 # 743.1  "  47.28 "  48.52 " 341.5  "  14.86 #    11
          12      2.109#   1.130#   0.834$   2.224#   4.486#   9.187#  25.15 # 612.8  "  43.81 #  54.33 " 511.2  "  13.48 #    12
          13      1.976#   1.173#   0.841$   2.034#  11.19 #  29.47 #  23.17 # 515.3  "  45.58 "  56.92 " 582.8  "  12.31 #    13
          14      1.921#   1.226#   0.802$   1.840#  17.59 #  39.53 #  23.78 # 479.7  "  82.87 "  64.96 " 426.3  "  11.31 #    14
          15      1.842#   1.149#   0.753$   1.665#  19.80 #  23.78 #  22.29 # 446.0  " 116.8  "  67.07 " 276.5  "  10.33 #    15
          16      1.722#   1.038#   0.828$   1.591#  21.86 #  17.86 #  25.94 # 414.8  " 105.9  "  64.35 " 193.0  "   9.502#    16
          17      1.596#   0.982$   1.038#   1.826#  14.61 #  17.03 #  21.61 # 402.1  " 102.6  "  54.42 " 154.2  "   8.781#    17
          18      1.524#   0.878$   1.021#   1.811#  10.85 #  57.98 #  19.73 # 437.1  "  89.19 "  53.41 " 161.1  "   8.003#    18
          19      1.466#   0.864$   0.955$   1.859#   8.552# 129.4  "  20.52 # 350.4  "  79.41 "  44.86 # 359.9  "   7.284#    19
          20      1.271#   0.876$   0.986#   1.911#   7.266#  87.90 "  19.44 # 314.7  "  74.64 "  37.43 # 390.4  "   6.462#    20
          21      1.231#   0.798$   1.130#   2.017#   6.292#  54.73 "  23.08 # 281.0  "  73.67 "  32.96 # 331.4  "   5.696#    21
          22      1.208#   0.734$   1.115#   1.955#   5.674#  40.28 #  46.58 # 271.6  "  71.78 "  30.21 # 232.7  "   5.045#    22
          23      1.131#   0.696$   1.096$   1.997#   5.553#  31.21 #  49.43 " 226.5  "  66.65 "  29.21 # 166.6  "   4.405#    23
          24      1.036#   0.699$   0.799$   2.947#   6.112#  28.97 # 192.2  " 181.5  "  69.09 "  76.60 # 133.4  "   3.895#    24
          25      1.178#   0.753$   0.767$   1.804#   6.296#  24.19 # 118.0  " 152.2  "  79.26 " 213.8  " 109.3  "   3.731#    25
          26      1.410#   1.007$   1.069$   1.779#   6.333#  23.04 #  72.12 " 130.3  "  67.52 " 273.0  "  96.53 "   3.899#    26
          27      1.480#   0.971$   1.920#   2.130#   5.803#  21.31 #  74.01 " 126.9  "  59.41 " 268.2  "  88.71 "   3.783#    27
          28      1.278#   0.899$   1.331#   5.531#   5.986#  19.79 #  74.04 " 170.5  "  52.28 " 162.4  "  72.23 "   3.491#    28
          29      1.132#            1.477#   6.567#   8.481#  19.36 #  84.48 " 162.4  "  46.97 " 145.3  "  57.57 "   3.188#    29
          30      1.107#            1.589#   5.782#  12.07 #  18.74 # 182.7  " 147.3  "  41.84 # 419.8  "  47.01 "   2.878#    30
          31      1.114#            1.406#           10.62 #          239.4  " 136.5  "          575.1  "            2.645#    31

          Mean    1.935#   0.992$   1.076$   2.519#   7.195#  26.41 #  49.68 # 359.2  "  69.93 # 106.5  # 224.2  "  12.99 #
        Median    1.722#   1.005$   1.038$   2.012#   5.986#  19.05 #  23.08 # 402.1  "  68.16 #  55.07 # 163.8  "   9.502#
       Maximum    3.381#   1.259$   1.920$   6.567#  21.86 # 129.4  # 239.4  # 838.2  " 116.8  # 575.1  # 582.8  "  39.23 #
       Minimum    1.036#   0.696$   0.753$   1.287#   1.862#   7.992#  13.25 # 126.9  "  41.84 #  29.21 #  47.01 "   2.645#
         Total    60.00#   27.79$   33.36$   75.58#  223.0 #  792.4 # 1540   #11136   " 2098   # 3302   # 6726   "  402.8 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     72.38 $                " ... Relative Uncertainty +/-10%
 Ann. Median     14.12 $                # ... Relative Uncertainty +/-15%
Annual Total   26417   $                $ ... Relative Uncertainty +/-20%

                Maximum     Minimum
      Daily     838.2  $      0.696$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 02/02/2023

         Site     604053          Kent River - Styx Junction                                                     Year          2023
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

         Day       Jan      Feb      Mar      Apr      May      Jun      Jul      Aug      Sep      Oct      Nov      Dec     Day

           1      2.419#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      1
           2      2.218#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      2.062#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      1.842#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      1.719#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      1.621#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      1.635#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      1.575#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      1.501#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      1.372#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      1.267#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      1.200#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      1.200#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      1.176#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      1.116#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      1.085#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      0.977$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      0.929$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      0.843$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      0.798$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      0.720$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      1.109$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      1.272#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      1.077#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      1.093#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      1.031#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      1.069#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      1.104#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      0.941$            [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      0.860$            [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      0.796$            [   ]             [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    1.278$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    1.116$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    2.419$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    0.720$   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total   39.63 $   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days        0       28       31       30       31       30       31       31       30       31       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      1.278$                # ... Relative Uncertainty +/-15%
 Ann. Median      1.116$                $ ... Relative Uncertainty +/-20%
Annual Total     39.63 $                [ ... Not Available
Missing Days        334

                Maximum     Minimum
      Daily       2.419$      0.720$