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Total Daily Discharge report

         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      [   ]    [   ]    [   ]   18.91 $  17.64 $ 118.2  $  13.55 $  22.82 $  52.91 $  22.44 $  10.26 $   7.742$     1
           2      [   ]    [   ]    [   ]   12.60 $  14.97 $ 169.8  $  12.92 $  20.87 $  72.35 $  21.31 $   9.922$   7.067$     2
           3      [   ]    [   ]    [   ]    9.992$  13.64 $ 100.9  $  19.25 $  26.99 $  63.78 $  19.16 $   9.577$   6.567$     3
           4      [   ]    [   ]    [   ]   10.25 $  12.73 $  82.81 $  15.98 $  69.03 $  50.35 $  18.23 $   9.487$   6.224$     4
           5      [   ]    [   ]    [   ]   13.59 $  11.17 $  66.21 $  19.13 $ 124.7  $ 100.2  $  17.03 $   9.112$   5.959$     5
           6      [   ]    [   ]    [   ]   59.06 $   9.736$  66.28 $  41.90 $ 148.2  $ 271.7  $  16.25 $   9.085$   5.829$     6
           7      [   ]    [   ]    [   ]   64.56 $   8.658$  56.28 $  32.55 $ 117.6  $ 138.9  $  15.78 $   9.026$   5.858$     7
           8      [   ]    [   ]    [   ]   42.25 $   8.148$  95.18 $  24.13 $  79.85 $ 125.6  $  29.49 $   8.593$   6.032$     8
           9      [   ]    [   ]    [   ]   25.05 $   8.311$ 141.3  $  29.39 $ 307.5  $ 264.1  $  46.99 $   8.577$   5.505$     9
          10      [   ]    [   ]    [   ]   17.62 $   8.237$  85.22 $  23.18 $ 522.1  $ 206.5  $  45.66 $   8.390$   5.304$    10
          11      [   ]    [   ]    [   ]   25.13 $   8.288$  88.79 $  18.72 $ 222.7  $ 113.0  $  34.06 $   8.287$   4.965$    11
          12      [   ]    [   ]    [   ]   18.29 $   9.114$  71.49 $  16.17 $ 113.3  $  82.53 $  24.15 $   8.650$   5.435$    12
          13      [   ]    [   ]    [   ]   14.41 $   9.753$  50.26 $  77.97 $  72.96 $  66.18 $  20.42 $   8.860$   5.364$    13
          14      [   ]    [   ]    [   ]   12.52 $   9.779$  38.33 $  97.93 $  61.64 $  54.67 $  18.59 $   9.176$   5.801$    14
          15      [   ]    [   ]    [   ]   12.87 $   9.583$  31.76 $  48.02 $ 197.9  $  47.45 $  17.44 $   8.815$   5.867$    15
          16      [   ]    [   ]    [   ]   11.96 $   8.679$  27.81 $  30.60 $ 154.3  $  42.03 $  16.50 $   7.866$   6.198$    16
          17      [   ]    [   ]    [   ]    9.416$   8.283$  24.97 $  24.87 $  85.43 $  38.01 $  15.37 $   7.154$   6.343$    17
          18      [   ]    [   ]    [   ]    6.869$  13.95 $  22.90 $  21.33 $  57.82 $  35.55 $  14.58 $   6.940$   6.439$    18
          19      [   ]    [   ]    [   ]    7.240$  18.85 $  21.45 $  19.50 $  46.81 $  35.12 $  13.59 $   6.628$   7.210$    19
          20      [   ]    [   ]    [   ]    7.002$  14.20 $  23.61 $  18.14 $  41.06 $  33.00 $  12.66 $   6.868$   6.790$    20
          21      [   ]    [   ]    [   ]    7.832$  11.30 $  23.90 $  16.99 $  37.05 $  30.87 $  11.99 $   9.651$   5.865$    21
          22      [   ]    [   ]    [   ]    7.217$   9.430$  22.47 $  16.15 $  34.34 $  28.30 $  11.54 $  12.96 $   5.006$    22
          23      [   ]    [   ]    [   ]    7.694$  27.39 $  21.97 $  15.89 $  31.75 $  26.62 $  11.77 $  12.85 $   3.933$    23
          24      [   ]    [   ]    [   ]    8.059$  25.61 $  20.65 $  61.21 $  29.84 $  26.55 $  12.45 $  11.82 $   3.503$    24
          25      [   ]    [   ]    [   ]    8.205$  33.49 $  19.78 $  86.45 $  27.79 $  25.61 $  12.70 $  10.74 $   3.602$    25
          26      [   ]    [   ]    [   ]    8.722$  27.18 $  18.36 $  66.77 $  26.62 $  24.65 $  12.68 $  11.45 $   2.483$    26
          27      [   ]    [   ]    [   ]    8.986$  26.75 $  17.29 $  62.19 $  39.74 $  23.35 $  12.43 $  11.57 $   2.160$    27
          28      [   ]    [   ]    3.945$   9.259$  22.88 $  16.91 $  52.71 $  67.55 $  22.24 $  11.93 $  10.36 $   2.170$    28
          29      [   ]            55.21 $   9.221$  18.70 $  15.90 $  37.29 $  74.72 $  21.11 $  11.60 $   8.913$   2.777$    29
          30      [   ]            59.86 $  11.85 $  24.06 $  14.40 $  29.58 $  46.41 $  20.36 $  10.86 $   8.241$   3.647$    30
          31      [   ]            30.20 $           53.88 $           25.36 $  35.62 $           10.51 $            3.667$    31

          Mean    [   ]    [   ]   37.30 $  16.22 $  16.27 $  52.51 $  34.70 $  95.02 $  71.46 $  18.39 $   9.328$   5.204$
        Median    [   ]    [   ]   42.70 $  11.05 $  12.73 $  29.79 $  24.87 $  61.64 $  44.74 $  15.78 $   9.056$   5.801$
       Maximum    [   ]    [   ]   59.86 $  64.56 $  53.88 $ 169.8  $  97.93 $ 522.1  $ 271.7  $  46.99 $  12.96 $   7.742$
       Minimum    [   ]    [   ]    3.945$   6.869$   8.148$  14.40 $  12.92 $  20.87 $  20.36 $  10.51 $   6.628$   2.160$
         Total    [   ]    [   ]  149.2  $ 486.7  $ 504.4  $1575    $1075    $2945    $2143    $ 570.3  $ 279.8  $ 161.3  $
  Missing Days       31       28       27        0        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     35.45 $                $ ... Relative Uncertainty +/-20%
 Ann. Median     18.29 $                [ ... Not Available
Annual Total   9892    $
Missing Days         86

                Maximum     Minimum
      Daily     522.1  $      2.160$





         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      4.088$   0.993$   2.622$   1.582$   0.526$   5.894$  23.15 $ 101.8  $ 240.2  $  98.57 $   8.831$   6.867$     1
           2      4.446$   1.017$   2.415$   1.361$   0.478$   9.947$  18.83 $  74.64 $ 428.2  $  79.94 $   8.406$   7.959$     2
           3      4.069$   1.388$   2.939$   1.433$   0.418$   7.725$  18.34 $  48.06 $ 303.3  $  52.32 $   8.371$   6.886$     3
           4      3.775$   1.661$   3.283$   1.323$   0.681$  11.15 $  24.13 $  35.40 $ 214.3  $  39.24 $   8.220$   6.025$     4
           5      3.654$   1.391$   2.467$   1.689$   1.136$  15.21 $  25.48 $  83.80 $ 129.1  $  32.25 $   8.175$   4.947$     5
           6      3.126$   1.015$   1.617$   2.048$   0.854$  13.71 $  74.96 $  99.62 $  84.93 $  27.61 $   8.162$   7.949$     6
           7      1.975$   0.804$   2.123$   2.269$   0.656$  19.82 $  56.49 $  78.38 $  61.71 $  24.11 $   7.858$   8.382$     7
           8      2.400$   0.641$   2.130$   2.826$   0.594$ 117.1  $  42.74 $  53.43 $  49.54 $  21.75 $   7.531$   7.048$     8
           9      2.052$   0.649$   2.815$   3.210$  24.58 $  92.50 $  31.79 $  40.69 $  41.82 $  19.95 $   7.088$   6.550$     9
          10      1.751$   0.674$  31.36 $   3.090$  15.81 $ 130.0  $  24.45 $  39.46 $  36.88 $  19.25 $   6.468$   5.568$    10
          11      0.756$   0.604$  31.50 $   3.093$   9.098$ 108.2  $  19.85 $  47.26 $  32.90 $  18.56 $   5.925$   4.580$    11
          12      0.950$   0.630$  16.39 $   2.967$   5.068$  66.43 $  16.79 $  45.04 $  30.70 $  17.01 $   5.553$   3.523$    12
          13      1.073$   0.555$  10.06 $   2.834$   3.108$  48.82 $  14.99 $  36.43 $  36.87 $  22.86 $  13.10 $   3.140$    13
          14      1.409$   0.448$   8.307$   2.992$   2.761$  35.51 $  13.52 $  29.32 $  31.66 $  19.63 $  14.67 $   2.803$    14
          15      1.247$   0.515$   6.746$   5.056$   2.025$  27.12 $  12.21 $  26.54 $  27.16 $  18.23 $  11.71 $   9.398$    15
          16      1.494$   0.526$   5.445$   8.784$   1.671$  19.82 $  11.31 $  25.11 $  24.69 $  28.08 $   9.652$   6.668$    16
          17      1.411$   0.596$   5.051$   6.849$   1.691$  30.45 $  11.89 $  24.30 $  27.26 $  38.69 $  15.23 $   4.122$    17
          18      1.356$   0.746$   4.262$   5.529$   3.714$  24.91 $  24.88 $  33.44 $  30.09 $  34.82 $  64.30 $   3.574$    18
          19      1.188$   0.662$   3.468$   4.871$   4.823$  20.29 $  26.12 $  38.91 $  26.61 $  23.63 $  46.89 $   3.055$    19
          20      1.293$   0.785$   6.290$   4.021$   8.342$  15.66 $  21.65 $  34.86 $  22.96 $  18.22 $  24.55 $   2.156$    20
          21      1.620$   1.232$   8.727$   2.789$  10.50 $  13.25 $  24.62 $  28.87 $  59.60 $  15.23 $  14.45 $   1.686$    21
          22      1.439$   1.342$   7.114$   2.178$   7.250$  11.28 $  23.96 $  23.83 $  87.62 $  13.71 $  11.57 $   1.436$    22
          23      1.268$   1.556$   5.643$   2.323$   5.228$   9.545$  21.15 $  21.25 $  59.31 $  12.54 $  10.29 $   1.933$    23
          24      1.487$   1.852$   5.353$   1.607$   4.307$  10.42 $  17.37 $  23.27 $  40.58 $  11.42 $   9.335$   1.510$    24
          25      1.429$   1.884$   4.094$   1.146$   3.839$  23.50 $  23.44 $  21.22 $  52.96 $  11.00 $   8.717$   1.538$    25
          26      1.075$   2.182$   3.403$   0.931$  38.97 $  37.24 $  59.10 $  20.26 $  51.34 $  10.74 $   7.832$   1.453$    26
          27      0.797$   1.681$   3.307$   0.845$  30.14 $  50.40 $  46.29 $  67.69 $  47.04 $  10.95 $   7.030$   1.310$    27
          28      0.599$   2.419$   2.290$   0.764$  28.79 $  62.50 $  32.48 $ 132.3  $  42.48 $  10.25 $   6.137$   1.124$    28
          29      0.590$            1.959$   0.729$  17.01 $  56.52 $  23.42 $ 226.5  $  34.99 $  10.08 $   5.532$   1.060$    29
          30      0.797$            1.648$   0.694$  11.08 $  36.88 $  18.57 $ 230.3  $  55.59 $   9.468$   5.169$   1.080$    30
          31      0.813$            1.585$            7.491$           34.21 $ 148.6  $            8.829$            0.952$    31

          Mean    1.788$   1.087$   6.336$   2.728$   8.151$  37.73 $  27.04 $  62.61 $  80.42 $  25.13 $  12.56 $   4.074$
        Median    1.411$   0.899$   3.468$   2.296$   4.307$  24.20 $  23.44 $  39.46 $  44.76 $  19.25 $   8.389$   3.523$
       Maximum    4.446$   2.419$  31.50 $   8.784$  38.97 $ 130.0  $  74.96 $ 230.3  $ 428.2  $  98.57 $  64.30 $   9.398$
       Minimum    0.590$   0.448$   1.585$   0.694$   0.418$   5.894$  11.31 $  20.26 $  22.96 $   8.829$   5.169$   0.952$
         Total   55.42 $  30.44 $ 196.4  $  81.83 $ 252.6  $1132    $ 838.3  $1941    $2412    $ 779.0  $ 376.8  $ 126.2  $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     22.52 $                $ ... Relative Uncertainty +/-20%
 Ann. Median      8.382$
Annual Total   8223    $

                Maximum     Minimum
      Daily     428.2  $      0.418$







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.038$   0.986$   1.196$   0.297$   0.669$  11.15 $  35.74 $  37.08 $  54.69 $  47.47 $  20.18 $   5.166$     1
           2      0.924$   0.903$   1.392$   0.248$   1.065$   7.427$  28.22 $  31.44 $  63.75 $  42.85 $  18.61 $   5.160$     2
           3      0.897$   0.980$   1.497$   0.230$   1.587$  24.27 $  23.19 $  27.12 $ 162.5  $  37.12 $  17.26 $   4.879$     3
           4      0.914$   1.061$   1.542$   0.381$   1.931$  24.31 $  74.00 $  23.45 $ 187.4  $  32.52 $  16.19 $   5.208$     4
           5      3.266$   0.951$   1.591$   0.460$   1.232$  19.47 $ 187.8  $  20.89 $ 114.3  $  30.07 $  16.83 $   5.363$     5
           6      1.690$   1.067$   1.602$   0.562$   5.374$  12.97 $ 118.3  $  53.63 $  78.64 $  32.54 $  15.66 $   4.940$     6
           7      1.678$   0.972$   1.549$   0.462$   2.801$   8.234$  70.04 $  49.10 $  63.27 $  52.97 $  14.64 $   4.585$     7
           8      1.269$   1.034$   2.350$   0.637$   2.522$   9.043$  48.76 $  38.01 $  53.42 $ 174.9  $  13.31 $   4.319$     8
           9      1.194$   0.898$   1.594$   1.579$   1.844$   5.668$  37.63 $  33.50 $  47.30 $ 209.7  $  12.97 $   4.304$     9
          10      1.254$   1.171$   1.413$   1.226$   1.522$   9.971$  31.11 $ 251.6  $  44.39 $ 117.6  $  12.16 $   3.906$    10
          11      1.827$   1.079$   1.381$   0.885$   1.395$  61.81 $  27.65 $ 367.4  $ 144.0  $  76.95 $  11.20 $   3.840$    11
          12      0.933$   0.972$   1.489$   0.930$   1.314$  39.00 $  23.11 $ 200.3  $ 111.9  $  59.25 $  10.76 $   5.623$    12
          13      1.427$   0.931$   1.908$   1.020$   1.741$  25.75 $  43.84 $ 113.7  $ 130.2  $  85.34 $  10.56 $   8.567$    13
          14      1.474$   0.942$   2.362$   0.920$   1.583$  33.17 $  79.62 $  77.40 $ 184.5  $ 370.8  $  11.40 $   8.227$    14
          15      1.192$   1.099$   2.099$   0.980$   2.195$  26.79 $  64.12 $  74.46 $ 170.4  $ 223.4  $  12.20 $   7.536$    15
          16      0.945$   0.975$   1.916$   0.966$   1.829$  42.14 $ 115.7  $  68.44 $ 119.1  $ 155.5  $  14.36 $   6.146$    16
          17      0.872$   0.811$   1.900$   8.580$   1.251$  52.54 $ 129.2  $ 224.2  $  82.55 $ 114.8  $  11.48 $   4.926$    17
          18      0.878$   0.449$   2.189$   1.544$   0.992$ 133.0  $ 104.0  $ 229.9  $  64.51 $  82.61 $  10.55 $   3.911$    18
          19      0.768$   0.645$   6.521$   0.723$   7.367$ 144.9  $  76.49 $ 158.9  $  54.54 $  65.08 $  10.09 $   8.275$    19
          20      0.668$   0.680$   3.094$   0.514$   8.735$  81.93 $  60.92 $ 105.2  $  49.34 $  54.81 $   9.504$   5.506$    20
          21      0.708$   0.786$   2.196$   0.423$  37.51 $  52.43 $  47.52 $  76.24 $  53.56 $  47.39 $   8.856$   6.353$    21
          22      5.467$   0.894$   1.601$   0.416$  23.33 $  45.22 $  38.04 $  61.57 $  57.08 $  41.68 $   8.142$   5.168$    22
          23     25.21 $   0.857$   1.964$   0.449$  14.62 $  55.09 $  31.77 $  53.11 $  52.41 $  38.31 $   7.613$   4.472$    23
          24      8.852$   0.955$   2.002$   0.531$   9.330$  38.80 $  27.56 $  95.66 $  44.64 $  36.97 $   7.002$   4.255$    24
          25      2.917$   1.035$   1.903$   0.517$   6.264$  39.34 $  39.49 $ 158.9  $  39.84 $  33.52 $   6.612$   3.697$    25
          26      1.546$   1.001$   1.806$   0.555$   7.810$  68.87 $  79.92 $ 127.4  $  40.01 $  31.13 $   5.985$   3.027$    26
          27      1.103$   1.012$   1.750$   0.603$  24.53 $  57.36 $  61.26 $  85.83 $  68.03 $  28.72 $   5.909$   2.230$    27
          28      1.131$   1.096$   1.332$   0.647$  50.87 $  70.16 $  88.27 $  66.30 $  78.94 $  27.02 $   5.618$   1.616$    28
          29      0.944$            0.370$   0.673$  37.10 $  63.22 $  82.73 $  91.31 $  63.02 $  25.26 $   5.427$   1.257$    29
          30      0.832$            0.296$   0.657$  26.86 $  48.24 $  59.63 $  83.94 $  51.01 $  23.61 $   5.526$   1.197$    30
          31      0.832$            0.335$           17.83 $           45.16 $  65.64 $           21.57 $            0.905$    31

          Mean    2.408$   0.937$   1.811$   0.954$   9.840$  43.74 $  63.90 $ 101.6  $  84.32 $  78.12 $  11.22 $   4.663$
        Median    1.131$   0.972$   1.602$   0.620$   2.522$  39.17 $  59.63 $  76.24 $  63.51 $  47.39 $  10.98 $   4.879$
       Maximum   25.21 $   1.171$   6.521$   8.580$  50.87 $ 144.9  $ 187.8  $ 367.4  $ 187.4  $ 370.8  $  20.18 $   8.567$
       Minimum    0.668$   0.449$   0.296$   0.230$   0.669$   5.668$  23.11 $  20.89 $  39.84 $  21.57 $   5.427$   0.905$
         Total   74.65 $  26.24 $  56.13 $  28.61 $ 305.0  $1312    $1981    $3152    $2529    $2421    $ 336.6  $ 144.5  $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     33.88 $                $ ... Relative Uncertainty +/-20%
 Ann. Median      8.735$
Annual Total   12369   $

                Maximum     Minimum
      Daily     370.8  $      0.230$







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      0.769$   9.524$   1.198$   0.993$  17.86 $   4.018$ 141.5  $  79.60 $ 316.0  $  36.71 $   9.988$   4.532$     1
           2      0.640$   7.991$   1.083$   0.960$  10.93 $   2.485$ 517.6  $ 151.8  $ 255.2  $  33.40 $   8.630$   4.180$     2
           3      0.587$   7.043$   1.090$   1.026$   6.685$   2.625$ 427.2  $ 154.8  $ 200.1  $  30.67 $   8.085$   3.838$     3
           4      0.515$   6.008$   1.133$   0.918$   5.046$   2.768$ 595.8  $ 122.1  $ 159.4  $  28.67 $   7.862$   3.559$     4
           5      0.523$   5.158$   1.234$   0.923$   3.967$   2.492$ 529.3  $ 271.4  $ 141.6  $  29.02 $   7.856$   3.362$     5
           6      0.545$   4.379$   1.044$   0.827$   3.313$   2.109$ 256.4  $ 458.4  $ 400.9  $  30.29 $   7.774$   3.111$     6
           7      0.645$   3.899$   0.795$   0.690$   2.794$   1.953$ 201.4  $ 367.9  $ 392.7  $  27.34 $  16.04 $   3.053$     7
           8      0.541$   3.528$   0.659$   0.713$   2.373$   1.812$ 134.7  $ 300.4  $ 228.7  $  25.86 $  18.87 $   2.646$     8
           9      0.517$   2.729$   0.805$   0.590$   1.941$   1.649$  96.99 $ 216.2  $ 164.2  $  23.89 $  19.44 $   2.397$     9
          10      0.455$   2.588$   1.358$   0.488$  10.14 $   3.244$ 113.3  $ 160.4  $ 131.7  $  22.42 $  15.49 $   2.369$    10
          11      0.643$   2.586$   1.424$   0.532$  50.44 $   2.620$ 174.4  $ 126.9  $ 111.4  $  22.44 $  12.88 $   1.971$    11
          12      1.166$   2.304$   1.854$   0.541$  59.40 $   2.670$ 137.6  $ 105.4  $ 101.9  $  21.90 $  10.59 $   1.820$    12
          13      0.798$   2.262$   2.177$   0.624$  43.11 $   2.636$ 280.2  $ 104.4  $ 101.8  $  21.50 $   8.330$   1.567$    13
          14      9.408$   1.974$   1.989$   0.618$  26.73 $ 157.8  $ 291.7  $ 103.2  $ 100.1  $  20.45 $   7.231$   1.544$    14
          15     19.50 $   1.650$   1.709$   0.818$  15.42 $ 120.7  $ 235.3  $ 114.6  $ 105.7  $  18.62 $   6.482$   1.263$    15
          16     31.09 $   1.635$   1.895$   0.612$   9.135$  66.16 $ 398.6  $ 267.0  $  93.64 $  16.84 $   6.501$   0.973$    16
          17     22.72 $   1.615$   1.734$   0.649$   6.094$  37.21 $ 964.5  $ 258.5  $  79.85 $  15.34 $   7.144$   0.938$    17
          18     18.33 $   1.472$   1.549$   0.586$   5.013$  30.40 $ 921.6  $ 166.4  $  70.43 $  14.82 $   9.216$   0.937$    18
          19     12.19 $   1.444$   1.305$   0.439$   3.763$  64.85 $ 698.4  $ 124.5  $  64.30 $  13.78 $   9.778$   0.817$    19
          20      7.123$   1.342$   1.316$  25.24 $   3.159$  66.74 $ 602.3  $ 102.5  $  60.13 $  13.03 $   8.885$   0.848$    20
          21      4.574$   1.173$   8.606$  33.42 $   2.822$  49.54 $ 375.8  $  87.51 $  56.54 $  12.66 $   8.281$   0.841$    21
          22    257.7  $   1.136$   7.094$  20.63 $   2.885$  44.83 $ 277.9  $  76.46 $  52.76 $  12.74 $   7.436$   0.831$    22
          23    194.8  $   1.145$   5.719$  10.19 $   2.742$  41.85 $ 259.0  $  69.47 $  49.63 $  12.70 $   6.801$   0.845$    23
          24     86.52 $   1.361$   4.218$   4.770$   2.654$  41.13 $ 201.4  $ 123.1  $  46.42 $  12.22 $   6.876$   0.818$    24
          25     45.72 $   1.216$   2.984$  10.97 $   2.953$  48.97 $ 157.2  $ 102.8  $  42.77 $  11.88 $   5.615$   0.805$    25
          26     28.10 $   1.024$   1.988$   8.737$   2.715$  42.83 $ 129.1  $ 149.6  $  39.45 $  11.44 $   5.301$   0.764$    26
          27     20.21 $   1.087$   1.746$  14.99 $   2.673$  38.93 $ 109.3  $ 115.2  $  38.45 $  10.33 $  12.66 $   0.652$    27
          28     15.54 $   1.279$   1.453$  44.21 $   2.435$  31.61 $ 123.9  $ 100.5  $  47.09 $   9.442$   7.746$   0.589$    28
          29     12.35 $   1.368$   1.184$  38.30 $   2.250$  25.31 $ 121.9  $ 136.8  $  44.09 $   9.375$   6.571$   0.663$    29
          30     10.77 $            1.042$  27.87 $   2.005$  24.27 $ 103.0  $ 158.4  $  40.54 $   9.040$   5.673$   0.795$    30
          31     11.65 $            0.930$            3.752$           90.09 $ 348.0  $            9.450$            0.849$    31

          Mean   26.34 $   2.825$   2.075$   8.430$  10.23 $  32.21 $ 311.8  $ 168.5  $ 124.6  $  18.98 $   9.335$   1.748$
        Median    9.408$   1.650$   1.424$   0.920$   3.752$  27.86 $ 235.3  $ 126.9  $  96.90 $  16.84 $   7.974$   0.973$
       Maximum  257.7  $   9.524$   8.606$  44.21 $  59.40 $ 157.8  $ 964.5  $ 458.4  $ 400.9  $  36.71 $  19.44 $   4.532$
       Minimum    0.455$   1.024$   0.659$   0.439$   1.941$   1.649$  90.09 $  69.47 $  38.45 $   9.040$   5.301$   0.589$
         Total  816.7  $  81.91 $  64.31 $ 252.9  $ 317.2  $ 966.3  $9668    $5225    $3738    $ 588.4  $ 280.0  $  54.17 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     60.25 $                $ ... Relative Uncertainty +/-20%
 Ann. Median      9.176$
Annual Total   22054   $

                Maximum     Minimum
      Daily     964.5  $      0.439$







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      0.901$   1.296$   1.223$   3.048$   2.994$  22.44 $   8.945$ 144.9  $  31.77 $ 199.5  $  11.46 $   3.753$     1
           2      0.881$   1.299$   0.966$   3.161$   2.778$  17.92 $   6.875$  80.14 $  28.89 $ 117.8  $  11.02 $   3.657$     2
           3      0.930$   1.205$   1.080$   3.077$   2.784$  14.73 $  16.34 $  75.65 $  27.09 $  79.45 $  10.60 $   4.161$     3
           4      0.965$   1.220$   0.862$   2.413$   2.808$  11.67 $  11.89 $  63.32 $  26.03 $  57.95 $   9.912$   4.283$     4
           5      0.922$   1.095$   0.968$   1.809$   2.599$   9.843$  10.53 $  51.64 $  29.05 $  45.09 $   9.550$   3.195$     5
           6      0.943$   1.087$   0.874$   1.490$  31.92 $   8.892$  14.87 $  50.85 $  88.79 $  36.86 $   9.845$   3.617$     6
           7      0.918$   1.002$   0.945$   1.338$  29.55 $   7.773$  39.44 $  37.98 $  88.39 $  32.11 $   9.400$   3.275$     7
           8      1.236$   1.199$   1.215$   1.311$  22.03 $  12.48 $ 119.7  $  34.88 $  64.51 $  29.34 $   8.831$   3.458$     8
           9      1.011$   0.974$   1.442$   1.216$  14.02 $  14.02 $  99.89 $ 180.6  $  74.49 $  27.32 $   8.518$   3.299$     9
          10      0.744$   1.182$   1.355$   1.097$  15.77 $  19.02 $  63.63 $ 182.1  $  61.98 $  25.25 $   8.230$   2.847$    10
          11      0.906$   1.348$   1.448$   1.297$  11.98 $  18.05 $  40.01 $ 104.0  $  50.87 $  23.73 $   7.327$   2.750$    11
          12      1.116$   1.233$   1.310$   1.113$  31.39 $  14.87 $  45.51 $  67.25 $  41.73 $  23.81 $   6.463$   2.314$    12
          13      1.110$   1.326$   1.417$   1.132$  30.86 $  12.64 $  27.45 $  68.00 $  36.69 $  22.05 $   5.998$   2.233$    13
          14      1.276$   1.426$   1.527$   1.231$  22.45 $  10.35 $  21.90 $ 307.8  $  33.67 $  20.67 $   5.588$   1.948$    14
          15      1.141$   1.366$   4.369$   1.381$  17.54 $   8.653$  17.16 $ 402.9  $  30.75 $  19.40 $   5.403$   1.671$    15
          16      0.970$   1.240$   2.651$   1.608$  12.97 $   7.113$  14.11 $ 216.1  $  27.92 $  18.21 $   5.298$   1.672$    16
          17      1.244$   1.311$   3.846$   1.512$   9.679$   9.674$  12.11 $ 123.4  $  25.68 $  17.26 $   4.796$   1.503$    17
          18      1.148$   1.645$   4.490$   1.667$   7.146$   6.342$  10.69 $  83.35 $  23.89 $  16.13 $   6.472$   1.295$    18
          19      0.871$   1.438$   4.482$   1.860$   6.445$   6.338$   9.826$  62.56 $  22.20 $  16.40 $  24.10 $   1.343$    19
          20      0.949$   1.407$   4.416$   1.633$   9.582$   6.022$  15.39 $  49.65 $  21.23 $  15.43 $  16.57 $   1.544$    20
          21      0.984$   1.260$   3.922$   1.519$   9.123$   5.443$  30.23 $  41.88 $  20.53 $  46.73 $  12.37 $   1.214$    21
          22      1.221$   1.196$   4.207$   1.381$   7.714$   4.957$  23.83 $  36.66 $  54.55 $  44.22 $   9.786$   1.082$    22
          23      1.059$   1.158$   4.353$   2.011$   7.380$   4.381$  19.07 $  41.75 $  63.78 $  35.79 $   8.381$   1.005$    23
          24      1.204$   1.205$   4.258$   3.771$  13.64 $   4.808$  14.36 $  74.08 $  58.05 $  26.42 $  10.06 $   1.057$    24
          25      1.014$   1.359$   4.566$   5.485$  32.42 $   4.096$  11.45 $  63.96 $  42.58 $  21.02 $   7.242$   1.030$    25
          26      1.029$   1.522$   4.242$   4.967$  25.24 $   4.087$   9.687$  48.25 $  32.47 $  18.13 $   5.968$   0.970$    26
          27      1.152$   1.359$   3.993$   3.604$  18.27 $   3.929$  10.35 $  37.80 $  26.95 $  16.29 $   4.836$   0.936$    27
          28      0.942$   1.394$   3.956$   3.456$  13.30 $   3.634$  15.87 $  32.20 $  61.38 $  14.87 $   4.111$   0.929$    28
          29      0.823$            3.681$   2.816$  18.10 $   8.437$  59.00 $  36.77 $ 243.3  $  13.72 $   3.791$   0.958$    29
          30      0.760$            3.358$   3.026$  26.42 $  10.64 $ 430.8  $  39.31 $ 347.9  $  12.90 $   3.242$   0.919$    30
          31      0.960$            3.002$           20.41 $          343.9  $  36.70 $           12.08 $            0.885$    31

          Mean    1.011$   1.277$   2.723$   2.214$  15.46 $   9.776$  50.81 $  92.80 $  59.57 $  35.68 $   8.507$   2.090$
        Median    0.970$   1.278$   3.002$   1.650$  13.64 $   8.773$  16.34 $  63.32 $  35.18 $  23.73 $   8.306$   1.671$
       Maximum    1.276$   1.645$   4.566$   5.485$  32.42 $  22.44 $ 430.8  $ 402.9  $ 347.9  $ 199.5  $  24.10 $   4.283$
       Minimum    0.744$   0.974$   0.862$   1.097$   2.599$   3.634$   6.875$  32.20 $  20.53 $  12.08 $   3.242$   0.885$
         Total   31.33 $  35.74 $  84.42 $  66.42 $ 479.4  $ 293.2  $1575    $2876    $1787    $1106    $ 255.2  $  64.80 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     23.71 $                $ ... Relative Uncertainty +/-20%
 Ann. Median      7.146$
Annual Total   8656    $

                Maximum     Minimum
      Daily     430.8  $      0.744$







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      0.948$   0.906$   1.669$   1.578$  10.48 $   3.975$ 122.3  $  65.34 $ 190.7  "  13.84 #  49.03 "   1.484&     1
           2      0.784$   0.962$   1.641$   2.022$   6.679$  17.83 $  97.21 $  48.44 " 211.6  "  12.63 #  26.86     1.464&     2
           3      0.778$   1.020$   1.944$   1.915$  11.07 $  51.92 $  67.27 $  42.91 " 132.2  "  11.89 #  19.73 #   1.492&     3
           4      0.781$   0.979$   2.035$   1.604$   7.365$ 184.0  $  75.18 $  57.59 "  93.56 "  11.46 #  13.98 #   1.335&     4
           5      0.878$   0.818$   2.545$   2.083$   5.049$ 204.2  $  95.59 $  74.14 "  70.14 "  29.22 #  11.55 #   1.318&     5
           6      0.761$   0.963$   2.231$   1.768$  50.18 $ 160.0  $  71.27 $  69.21 "  56.23 "  57.09 "   8.941#   1.270&     6
           7      0.721$   0.671$   2.345$   1.748$  50.85 $  88.86 $  64.05 $  58.15 "  47.71 "  41.69 "   7.038#   1.205&     7
           8      0.686$   1.144$   2.194$   2.576$  53.68 $  50.60 $  78.25 $  48.34 "  41.37 "  27.93     6.293#   1.194&     8
           9      0.917$   1.068$   2.278$   3.954$  37.99 $  39.40 $  61.15 $  83.59 "  36.50 "  21.60 #   5.790#   1.212&     9
          10      1.033$   1.170$   1.934$   2.469$  30.97 $  32.32 $ 124.3  $  91.13 "  32.84    17.52 #   5.330#   1.081&    10
          11      0.796$   1.218$   2.240$   2.457$  44.12 $  35.84 $ 179.3  $  73.17 "  30.34    14.75 #   4.978#   0.959&    11
          12      0.694$   0.701$   2.156$   2.585$  34.45 $  29.23 $ 225.3  $  56.13 "  27.92    13.04 #   4.570#   0.967&    12
          13      0.637$   0.879$   2.424$   2.127$  26.60 $  68.73 $ 154.8  $  46.33 "  35.14 "  11.75 #   4.222&   1.018&    13
          14      0.676$   1.164$   1.847$   1.458$  25.16 $  69.98 $ 146.4  $  40.70 "  43.83 "  10.84 #   3.955&   1.029&    14
          15      0.733$   1.260$   2.181$   2.057$  25.18 $  57.80 $ 189.9  $  39.29 "  72.40 "  10.11 #   3.672&   1.075&    15
          16      1.206$   1.291$   2.247$  99.58 $  20.11 $  42.95 $ 145.9  $  35.99    55.97 "   9.084#   3.269&   1.057&    16
          17      0.984$   1.550$   3.050$  84.50 $  17.19 $  34.86 $  98.11 $  32.45    39.61 "  35.63 #   3.063&   1.034&    17
          18      1.005$   1.797$   3.341$  33.30 $  14.46 $  83.24 $ 116.5  $  29.58    30.63    41.79 "   2.922&   0.950&    18
          19      1.065$   1.247$   2.987$  19.42 $  11.97 $  99.54 $ 202.1  $  26.32    26.80    33.11     2.722&   0.883&    19
          20      0.855$   0.725$   3.322$  14.20 $  10.14 $  66.23 $ 143.5  $  23.84    25.09    21.74 #   2.534&   0.815&    20
          21      0.791$   1.259$   2.737$  11.47 $   8.597$  48.89 $  94.53 $  23.17    22.52    15.76 #   2.530&   0.852&    21
          22      0.706$   1.032$   3.047$  10.68 $   7.655$  49.11 $  72.16 $  21.42    26.22 #  12.46 #   2.343&   0.870&    22
          23      0.614$   1.096$   3.649$  10.14 $   6.592$  39.28 $  60.22 $  20.09 #  26.34    10.74 #   2.164&   0.860&    23
          24      0.749$   1.097$   3.582$   8.605$   8.384$  34.45 $ 107.3  $  21.58 #  26.37     9.889#   2.057&   0.850&    24
          25      0.867$   1.313$   3.403$   8.202$   6.086$  29.88 $ 147.2  $  26.24    22.95     9.429#   1.867&   0.840&    25
          26      0.742$   1.353$   2.854$   6.700$   5.378$  35.05 $ 156.7  $  35.04 "  25.05     8.503#   1.770&   0.803&    26
          27      0.854$   1.472$   2.058$   5.666$   5.017$  32.28 $ 143.9  $  36.34 "  23.03     7.908#   1.624&   0.769&    27
          28      0.852$   1.552$   1.955$   5.726$   4.918$  28.99 $ 102.5  $  31.97    19.67 #  11.42 #   1.624&   0.821&    28
          29      0.870$            1.283$   5.665$   4.661$ 155.2  $  75.61 $  45.92 "  16.51 #  11.70 #   1.538&   1.053&    29
          30      0.920$            1.480$   7.115$   4.452$ 128.0  $ 100.0  $  71.28 "  14.90 #   8.485#   1.524&   0.971&    30
          31      0.960$            1.663$            4.159$           84.95 $  84.72 "            7.341#            0.828&    31

          Mean    0.834$   1.132$   2.397$  12.11 $  18.05 $  66.76 $ 116.2  $  47.11 $  50.81 #  18.08 #   6.984&   1.044&
        Median    0.796$   1.121$   2.240$   4.810$  10.48 $  49.00 $ 102.5  $  42.91 $  31.74 #  12.46 #   3.470&   1.018&
       Maximum    1.206$   1.797$   3.649$  99.58 $  53.68 $ 204.2  $ 225.3  $  91.13 $ 211.6  #  57.09 #  49.03 &   1.492&
       Minimum    0.614$   0.671$   1.283$   1.458$   4.159$   3.975$  60.22 $  20.09 $  14.90 #   7.341#   1.524&   0.769&
         Total   25.86 $  31.70 $  74.32 $ 363.4  $ 559.6  $2002    $3604    $1460    $1524    # 560.4  # 209.5  &  32.36 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     28.62 &                " ... Relative Uncertainty +/-10%
 Ann. Median      8.485&                # ... Relative Uncertainty +/-15%
Annual Total   10449   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     225.3  &      0.614&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      0.734&   0.893&   1.363&   9.426#   4.100&  21.49 # 172.5  "  83.80 "  49.22 "  73.41 "  11.46 #   6.635#     1
           2      0.717&   3.015&   1.381&   5.201#   2.863&  53.13 " 103.8  "  67.77 "  45.39 "  56.50 "  10.98 #   5.981#     2
           3      0.627&   1.244&   1.329&   3.592&   2.292&  49.13 " 369.0  & 414.9  &  43.93 "  47.39 "  10.48 #   5.311#     3
           4      0.742&   1.192&   1.209&   2.782&   2.211&  31.99   258.0  & 284.7  &  60.88 "  41.96 "   9.999#   4.834#     4
           5      0.707&   1.069&   1.200&   7.476&   3.070&  26.43   223.1  " 169.1  "  53.51 "  37.23 "   8.969#   4.823#     5
           6      0.707&   0.914&   1.166&   6.458#   2.336&  20.58 # 183.3  " 119.3  "  43.83 "  33.24     9.276#   4.613&     6
           7      0.746&   0.913&   1.200&   3.984&   2.368&  15.98 # 115.4  "  94.60 "  39.44 "  31.07     9.064#   4.207&     7
           8      0.608&   0.872&   0.869&   2.844&   2.290&  12.38 #  86.48 "  79.04 "  46.99 "  28.35     7.584#   4.371#     8
           9      0.626&   0.734&   1.360&   2.393&   2.211&   9.870#  96.22 "  67.97 "  59.26 "  26.33     7.161#   4.165#     9
          10      0.541&   0.960&   1.117&   5.256&   1.939&   8.337# 219.8  " 104.1  "  91.17 "  24.31     6.718#   3.887&    10
          11      0.638&   0.795&   1.027&  30.36 #   1.875&   7.389# 244.3  " 309.9  & 114.1  "  22.96     6.308#   3.979&    11
          12      0.766&   1.057&   1.259&  97.68 "   6.012&   6.455# 156.1  " 199.6  " 106.5  "  26.04 "   5.554#   3.972&    12
          13      0.900&   1.154&   1.441& 100.2  "   4.707&   6.147# 104.8  " 118.9  "  88.20 "  36.40 "   5.336#   3.796&    13
          14      0.789&   1.039&   1.425&  53.04 "   4.316&   5.853# 204.5  "  91.73 "  76.35 "  31.94     5.062#   3.715&    14
          15      0.642&   1.094&   1.437&  30.55 "   5.477#   5.599# 236.5  "  78.94 "  62.23 "  27.34 "   5.331#   4.077&    15
          16      0.728&   1.378&   1.449&  18.92 #  28.63 #   5.295# 140.6  " 108.5  "  52.32 "  24.02     5.144#   3.919&    16
          17      0.696&   1.594&   1.612&  13.50 #  23.70 #   4.963#  99.46 "  93.30 "  45.97 "  22.74    42.57 #   3.720&    17
          18      0.724&   1.558&   1.867&  11.19 #  10.58 #   4.652#  79.84 "  72.82 "  42.29 "  20.32 #  51.02 "   3.690&    18
          19      0.765&   1.432&   1.898&  10.04 #   8.155#   4.329#  68.28 "  63.15 "  39.19 "  19.40 #  36.95 "   4.126#    19
          20      0.803&   1.416&   1.650&   8.260#  14.65 #   4.071&  72.96 "  58.42 "  53.09 "  18.87 #  30.36     3.927&    20
          21      0.813&   1.335&   1.867&   6.779#  39.08 "   3.936&  76.76 "  96.87 "  84.56 "  18.44 #  20.49 #   3.657&    21
          22      0.696&   1.196&   1.727&   6.032#  27.89 #   6.304#  94.94 " 500.5  & 110.3  "  17.75 #  13.75 #   3.409&    22
          23      0.872&   1.476&   1.786&   5.084#  91.09 "  12.47 #  81.32 " 298.9  & 131.0  "  16.43 #  10.45 #   3.451&    23
          24      0.862&   1.383&   2.097&   5.593#  37.99 "  10.32 #  62.07 " 163.1  " 112.5  "  15.14 #  10.00 #   3.168&    24
          25      0.893&   1.275&   2.158&   4.875#  18.78 #  77.14 #  53.29 " 126.4  "  92.80 "  13.71 #  12.03 #   2.942&    25
          26      0.780&   1.170&   2.128&   5.338&  11.77 #  96.00 "  51.75 "  98.73 "  74.67 "  12.82 #  12.21 #   2.463&    26
          27      0.769&   1.310&   2.008&   4.733&   8.209# 152.1  "  61.88 "  82.70 "  61.81 "  18.11 #  10.95 #   2.049&    27
          28      0.891&   1.166&   2.302&   3.252&   6.405# 210.5  "  56.45 "  73.12 "  52.09 "  17.27 #   9.733#   2.254&    28
          29      0.857&            2.545&   3.482&   5.293# 304.5  &  47.69 "  65.62 "  86.55 "  16.08 #   8.389#   2.179&    29
          30      0.913&           88.46 &   5.695#  16.37 # 350.4  &  89.36 "  58.82 "  96.57 "  15.09 #   7.380#   2.042&    30
          31      0.879&           25.28 $           18.95 #          116.5  "  53.53 "           13.90 #            1.825&    31

          Mean    0.756&   1.237&   5.149&  15.80 &  13.40 &  50.93 & 129.9  & 138.6  &  70.56 "  26.60 #  13.35 #   3.780&
        Median    0.746&   1.181&   1.449&   5.863&   6.012&  11.35 &  99.46 &  94.60 &  61.34 "  22.96 #   9.866#   3.887&
       Maximum    0.913&   3.015&  88.46 & 100.2  &  91.09 & 350.4  & 369.0  & 500.5  & 131.0  "  73.41 #  51.02 #   6.635&
       Minimum    0.541&   0.734&   0.869&   2.393&   1.875&   3.936&  47.69 &  53.53 &  39.19 "  12.82 #   5.062#   1.825&
         Total   23.43 &  34.63 & 159.6  & 474.0  & 415.6  &1527    &4027    &4299    &2116    " 824.6  # 400.7  # 117.1  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     39.51 &                " ... Relative Uncertainty +/-10%
 Ann. Median      8.969&                # ... Relative Uncertainty +/-15%
Annual Total   14422   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     500.5  &      0.541&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.669&   0.583&   0.601&   0.711&   0.896&  11.20 #  34.73 " 131.5  "  78.10 "  19.44 #   6.732#   4.132&     1
           2      1.496&   0.550&   0.618&   0.735&   0.927&   9.412# 111.0  " 117.8  "  65.44 "  17.40 #   6.651#   4.149&     2
           3      1.365&   0.490&   0.571&   0.705&   0.932&   7.002# 133.5  "  84.42 "  55.82 "  15.60 #   6.539#   4.797#     3
           4      1.274&   0.491&   0.617&   0.645&   0.951&  18.97 # 113.1  "  60.18 "  50.98 "  14.39 #   5.968#   4.152&     4
           5      1.163&   0.568&   0.620&   0.837&   0.962&  40.86 "  91.97 "  67.74 "  53.61 "  14.69 #   5.740#   3.788&     5
           6      1.184&   0.563&   0.634&   0.826&   0.940&  46.76 "  65.37 "  90.05 " 101.2  "  21.28 #   5.532#   3.682&     6
           7      1.039&   0.511&   0.667&   0.858&   4.217&  48.36 " 140.9  "  76.79 "  95.77 "  22.06 #   5.046#   3.281&     7
           8      1.064&   0.590&   0.796&   0.814&   2.051&  86.52 " 243.5  "  57.83 "  77.89 "  19.81 #   4.943#   2.685&     8
           9      0.936&   0.700&   0.645&   0.879&  22.68 &  67.26 " 158.9  "  45.86 "  68.12 "  17.06 #   8.380#   2.331&     9
          10      0.846&   0.763&   0.654&   0.974&  33.00 "  63.88 "  96.81 "  39.51 "  58.35 "  16.30 #  52.44 #   2.100&    10
          11      0.771&   0.762&   0.800&   0.786&  13.14 # 127.1  "  66.08 "  84.54 "  51.34 "  23.07 #  26.72     1.940&    11
          12      0.805&   0.686&   0.740&   0.780&   7.960# 174.7  "  50.63 " 199.7  "  43.12 "  27.53 "  22.34 #   1.757&    12
          13      0.736&   0.803&   0.677&   0.930&   6.889# 122.5  "  42.00 " 158.8  "  38.19 "  23.20    16.04 #   1.528&    13
          14      0.720&   0.726&   0.669&   0.919&   5.747#  70.05 "  38.02 " 118.1  "  35.94    20.57 #  12.33 #   1.390&    14
          15      0.740&   0.862&   0.767&   0.958&   6.015#  43.98 "  34.15    85.86 "  33.20    17.25 #   9.325#   1.247&    15
          16      0.641&   0.863&   0.793&   0.877&  25.92 #  32.24    28.24    66.44 "  31.46    14.63 #   7.337#   1.324&    16
          17      0.652&   4.310&   0.744&   0.863&  14.62 #  41.91 "  25.39    62.26 "  29.46    12.50 #   7.375#   1.341&    17
          18      0.707&   2.711&   0.707&   1.007&  18.02 #  38.13 "  22.65    55.13 "  28.46    11.17 #   7.365#   1.174&    18
          19      0.718&   0.810&   0.631&   1.953&  13.17 #  30.37    20.78 #  50.24 "  32.85 "  10.42 #   7.121#   1.095&    19
          20      0.780&   0.767&   0.715&   1.392&  10.01 #  23.40    20.73    80.11 "  28.43    10.25 #   6.554#   1.040&    20
          21      0.692&   0.676&   0.747&   2.148&  17.75 #  18.96 #  31.93 "  99.79 "  27.40    44.70 #   5.798#   1.021&    21
          22      0.704&   0.682&   0.702&   1.491&  39.15 "  43.07 #  33.32 "  88.25 "  24.91    25.07     4.761#   1.093&    22
          23      0.680&   0.631&   0.579&   1.105&  22.28 #  40.57 "  32.93    94.97 "  23.52    19.33 #   4.265#   1.075&    23
          24      0.636&   0.634&   0.718&   0.988&  15.21 #  33.82 "  29.09   153.6  "  22.46    14.86 #   4.530#   0.958&    24
          25      0.604&   0.548&   0.703&   0.977&   9.412#  26.39    25.57   254.5  "  20.90 #  11.90 #   5.398#   0.899&    25
          26      0.602&   0.581&   0.656&   0.929&   6.349#  23.93    21.81   224.2  "  23.51 #   9.912#   7.608#   0.947&    26
          27      0.629&   0.622&   0.590&   0.910&   4.650#  37.02 "  20.94 # 252.4  "  20.66 #   8.486#   7.579#   0.821&    27
          28      0.639&   0.608&   0.664&   0.881&   3.778&  39.22 "  17.93 # 264.0  "  19.52 #   7.842#   5.057#   0.816&    28
          29      0.728&   0.602&   0.784&   0.859&   3.418&  36.77 "  17.21 # 174.9  "  17.99 #   8.050#   5.066#   0.859&    29
          30      0.677&            0.764&   0.906&   3.474&  31.14    95.25 " 121.4  "  16.95 #   7.846#   4.572#   0.901&    30
          31      0.610&            0.731&           18.14 &          103.3  "  98.53 "            7.148#            0.829&    31

          Mean    0.855&   0.851&   0.687&   0.988&  10.73 &  47.85 #  63.49 # 114.8  "  42.52 #  16.57 #   9.504#   1.908&
        Median    0.728&   0.634&   0.677&   0.894&   6.889&  38.68 #  34.73 #  90.05 "  33.02 #  15.60 #   6.603#   1.324&
       Maximum    1.669&   4.310&   0.800&   2.148&  39.15 & 174.7  # 243.5  # 264.0  " 101.2  #  44.70 #  52.44 #   4.797&
       Minimum    0.602&   0.490&   0.571&   0.645&   0.896&   7.002#  17.21 #  39.51 "  16.95 #   7.148#   4.265#   0.816&
         Total   26.50 &  24.69 &  21.30 &  29.64 & 332.7  &1435    #1968    #3560    "1275    # 513.8  # 285.1  #  59.15 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     26.04 &                " ... Relative Uncertainty +/-10%
 Ann. Median      6.692&                # ... Relative Uncertainty +/-15%
Annual Total   9532    &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     264.0  &      0.490&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      0.843&   0.679&   1.085&  41.35 #  14.08 &   9.609# 116.1  "  47.23 "  60.96 "  64.61 "  25.05     8.216#     1
           2      0.837&   0.620&   1.046&  29.94 # 116.8  "   8.899#  99.46 "  74.22 "  54.38 "  59.13 "  22.74     8.833#     2
           3      0.804&   0.561&   1.067&  10.41 #  78.79 "  17.22 #  93.18 "  80.70 "  49.42 "  52.71 "  21.14 #   8.211#     3
           4      0.824&   0.678&   1.101&   5.009&  55.31 "  30.87   157.9  "  66.69 "  48.49 "  54.19 "  19.61 #   8.385#     4
           5      0.785&   0.944&   1.213&   2.791&  32.48 "  27.41   138.4  "  53.97 "  60.65 "  53.34 "  34.84 #   9.942#     5
           6      0.710&   1.075&   1.309&   1.859&  18.03 #  28.45 # 103.9  "  47.03 " 157.9  "  87.30 "  26.72    11.20 #     6
           7      0.819&   1.202&   1.170&   1.615&  10.92 # 236.4  "  82.12 "  42.44 " 170.0  "  78.34 "  24.08    11.56 #     7
           8      0.840&   1.244&   0.960&   1.631&   7.317# 225.9  "  69.58 "  39.39 " 195.7  "  63.69 "  24.37    12.17 #     8
           9      0.834&   1.148&   1.199&   1.687&   4.947# 224.9  "  61.82 "  37.71   177.2  "  54.91 "  20.86 #  12.43 #     9
          10      0.786&   0.919&   1.625&   1.420&   4.154& 309.1  &  55.85 "  39.59 " 126.1  "  47.57 "  19.36 #  12.65 #    10
          11      0.787&   0.795&   1.605&   1.302&   3.975& 298.8  &  51.79 "  39.33 "  97.58 "  42.50 "  18.09 #  15.79 #    11
          12      0.722&   0.839&   1.360&   1.447&  23.66 # 281.7  "  51.42 "  60.84 "  90.40 "  39.10 "  16.16 #  13.96 #    12
          13      0.703&   0.852&   1.143&   1.287&  27.18 # 245.8  "  79.74 " 110.9  "  90.85 "  35.53    15.21 #  13.78 #    13
          14      0.633&   1.211&   1.322&   1.207&  20.21 # 151.4  "  79.78 " 136.6  "  95.14 "  32.90    13.75 #  13.43 #    14
          15      0.621&   0.812&   1.199&   1.140&  32.12 # 108.6  "  87.09 " 110.6  "  80.55 "  30.99    12.54 #  12.85 #    15
          16      0.588&   0.676&   1.089&   1.166& 104.9  " 100.7  "  86.85 " 181.4  "  67.87 "  30.49    11.52 #  13.12 #    16
          17      0.591&   0.982&   1.122&   1.240&  83.72 " 186.3  "  71.96 " 412.1  & 165.4  "  27.97    10.59 #  12.57 #    17
          18      0.657&   1.091&   1.171&   1.195&  90.38 " 177.0  "  59.42 " 468.7  & 165.8  "  26.28     9.861#  12.24 #    18
          19      0.575&   1.086&   1.180&   1.061& 329.7  & 134.1  "  51.98 " 231.1  " 117.5  "  25.61     9.406#  11.55 #    19
          20      0.687&   0.910&   1.025&   0.950& 185.3  " 101.2  "  53.17 " 150.9  "  98.46 "  24.47     9.314#  10.71 #    20
          21      0.658&   1.164&   1.064&   1.001&  91.00 "  80.16 " 108.8  " 117.2  "  89.94 "  30.84 "   8.686#  11.31 #    21
          22      0.582&   1.180&   1.173&   0.983&  61.93 "  67.47 " 101.1  "  98.70 "  81.68 "  28.30     8.062#  10.97 #    22
          23      0.564&   1.059&   0.896&   1.377&  47.43 " 183.3  "  87.27 "  85.64 "  71.26 "  26.86     7.592#  10.38 #    23
          24      0.555&   1.010&   1.023&   1.275&  35.74 " 297.8  "  73.05 "  76.22 "  61.60 "  29.91 "   7.294#  10.32 #    24
          25      0.693&   1.019&   1.248&   1.193&  27.83   234.7  "  70.65 "  69.14 "  54.53 "  38.16 "   7.341#  10.75 #    25
          26      0.656&   1.032&   1.399&   1.032&  22.32   157.4  "  63.57 "  62.96 "  49.99 "  36.16 "   7.144#  10.47 #    26
          27      0.665&   1.228&   7.426&   0.990&  18.70 # 115.9  "  56.00 "  58.20 "  52.07 "  31.74     6.820#  10.41 #    27
          28      0.655&   1.233&  17.75 &   0.975&  15.90 #  92.81 "  51.89 "  91.26 "  50.55 "  27.76     6.659#   9.980#    28
          29      0.641&            1.988&   0.875&  13.97 #  87.18 "  48.41 " 106.0  "  62.91 "  24.29     6.903#   9.588#    29
          30      0.615&            1.934&   0.961&  12.31 # 124.8  "  45.49 "  92.91 "  67.10 "  25.98     7.247#   9.363#    30
          31      0.688&            8.298&           10.91 #           51.68 "  71.95 "           28.10              9.081#    31

          Mean    0.697&   0.973&   2.200&   4.013&  51.68 & 144.8  &  77.73 " 108.4  &  93.75 "  40.64 "  14.63 #  11.17 #
        Median    0.687&   1.015&   1.180&   1.258&  27.18 & 129.4  &  71.96 "  76.22 &  81.12 "  32.90 "  12.03 #  10.97 #
       Maximum    0.843&   1.244&  17.75 &  41.35 & 329.7  & 309.1  & 157.9  " 468.7  & 195.7  "  87.30 "  34.84 #  15.79 #
       Minimum    0.555&   0.561&   0.896&   0.875&   3.975&   8.899&  45.49 "  37.71 &  48.49 "  24.29 "   6.659#   8.211#
         Total   21.61 &  27.25 &  68.18 & 120.3  &1602    &4346    &2409    "3362    &2812    "1259    " 439.0  # 346.3  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     46.07 &                " ... Relative Uncertainty +/-10%
 Ann. Median     18.09 &                # ... Relative Uncertainty +/-15%
Annual Total   16816   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     468.7  &      0.555&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      8.368#   2.022&   2.065&   5.909&   2.328&   4.447&  14.39 #  26.51 #  55.73 "   7.588#   1.519&   4.705&     1
           2      7.536#   1.783&   2.208&   1.652&   2.324&  21.81 #   9.986#  35.76 "  48.78 "   7.154#   1.394&   3.893&     2
           3      7.401#   1.522&   2.243&   1.233&   2.910&  32.50     8.883#  24.02    35.75 "  11.53 #   1.375&   3.459&     3
           4      7.336#   1.306&   1.941&   1.186&   1.795&  31.22     8.058#  18.88 #  27.70    11.77 #   1.370&   2.950&     4
           5      7.004#   1.199&   2.055&   1.049&   1.179&  24.74 #   7.650#  14.24 #  22.07 #  10.27 #   1.375&   2.628&     5
           6      7.046#   7.728&   1.882&   1.046&   2.775&  15.83 #   7.073#  14.33 #  17.18 #   9.147#   1.622&   2.530&     6
           7      6.320#  17.68 #   1.799&   1.011&   3.245&  15.12 #   5.876#  65.39 "  14.38 #   7.554#   2.323&   2.558&     7
           8      5.475#   7.415#   1.796&   0.973&   3.148&  15.04 #   4.838#  81.86 "  12.91 #   6.028#   2.661&   4.659&     8
           9      4.741#   3.138&   1.948&   1.035&   3.032&  12.86 #  11.26 #  56.83 "  14.49 #   5.168#   3.410&   3.862&     9
          10      4.153#   2.753&   2.185&   0.984&   2.947&   9.924#   9.474#  33.45 "  50.36 "   4.690#   7.156#   2.933&    10
          11      3.733&   2.310&   1.932&   1.133&   2.976&   7.536#   7.844#  20.21 #  69.30 "  13.23 #   7.219#   2.952&    11
          12      9.780&   2.054&   1.942&   1.052&   2.604&   6.294#   6.600#  38.18 #  70.60 "  15.18 #   6.390#   2.831&    12
          13     11.21 #   1.673&   1.874&   1.043&   2.047&   4.772#   5.319#  46.17 "  52.81 "  11.84 #   5.860#   2.836&    13
          14      7.617#   1.623&   1.758&   0.985&   1.437&   3.640&   4.528#  44.39 "  36.93 "  11.58 #   4.994#   2.863&    14
          15      7.197#   1.619&   1.604&   1.026&   3.836&   4.206&   4.836# 131.2  "  26.16     9.642#   4.329&   2.802&    15
          16      6.517#   1.522&   1.601&   1.100&   6.881&   5.281#   5.282# 133.0  "  19.59 #   7.969#   3.975&   2.779&    16
          17      5.087#   1.448&   1.625&   1.071&   4.102&   4.675#   4.449#  84.74 "  20.09 #   6.476#   3.680&   2.753&    17
          18      4.029&   1.560&   1.577&   1.043&   2.547&   3.671&   3.802&  54.26 "  17.71 #   5.384#   3.488&   2.862&    18
          19      3.378&   3.553&   1.595&   1.106&   2.159&   6.879&   3.353&  76.73 "  15.77 #   4.916#   3.296&   2.727&    19
          20      2.781&   2.131&   1.456&   1.064&   1.934&   8.434#  11.75 &  81.46 "  14.39 #   3.995&   3.425&   2.509&    20
          21      2.204&   2.024&   1.623&   1.121&   1.724&   5.884#  18.23 #  67.90 "  16.95 #   3.355&   3.451&   2.558&    21
          22      2.132&   1.943&   1.841&   1.159&   1.595&   5.261#  10.89 # 106.6  "  17.87 #   3.048&   3.294&   2.435&    22
          23      1.938&   1.862&   2.304&   1.132&  15.45 &   4.703#   9.730# 104.1  "  14.00 #   2.756&   3.243&   2.275&    23
          24     13.77 &   1.925&   2.707&   1.123&  13.44 #   3.879&  44.55 #  83.53 "  12.50 #   2.628&   3.173&   2.180&    24
          25     40.25 "   1.757&   2.188&   7.198&   7.576#   3.281&  60.82 "  64.85 "  11.01 #   2.112&   3.059&   2.079&    25
          26     13.32 #   1.861&   2.078&   9.805&   6.548#   6.679&  47.76 "  47.57 "   9.936#   1.937&   3.055&   2.027&    26
          27      6.813#   1.799&   1.880&   4.951&   5.092#  23.66 #  46.57 "  35.79 "   9.202#   1.779&   3.189&   1.919&    27
          28      5.458#   1.773&   1.795&   2.475&   3.963&  25.51 #  43.55 "  28.43     8.938#   4.498&   3.503&   1.812&    28
          29      4.172&            1.428&   1.953&   3.470&  19.25 #  36.73 "  23.15     8.112#   2.243&   9.330#   1.797&    29
          30      3.108&            0.992&   2.225&   3.467&  15.33 #  27.19 "  19.19 #   8.443#   1.737&   7.336#   1.730&    30
          31      2.568&            1.139&            2.912&           26.66 #  51.13 #            1.664&            1.770&    31

          Mean    7.176&   2.892&   1.841&   1.995&   3.918&  11.74 &  16.70 &  55.29 #  25.32 #   6.417&   3.783&   2.731&
        Median    6.320&   1.861&   1.874&   1.113&   2.947&   7.208&   9.474&  47.57 #  17.45 #   5.384&   3.353&   2.727&
       Maximum   40.25 &  17.68 &   2.707&   9.805&  15.45 &  32.50 &  60.82 & 133.0  #  70.60 #  15.18 &   9.330&   4.705&
       Minimum    1.938&   1.199&   0.992&   0.973&   1.179&   3.281&   3.353&  14.24 #   8.112#   1.664&   1.370&   1.730&
         Total  222.4  &  80.98 &  57.05 &  59.84 & 121.4  & 352.3  & 517.9  &1714    # 759.7  # 198.9  & 113.4  &  84.67 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     11.73 &                " ... Relative Uncertainty +/-10%
 Ann. Median      4.029&                # ... Relative Uncertainty +/-15%
Annual Total   4283    &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     133.0  &      0.973&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.676&   1.463&   2.599&   1.138&  37.29 #  14.27 #  91.30 " 234.1  "  78.32 "  44.64 "  15.10 #   5.552#     1
           2      1.902&   1.330&   4.528&   1.163&  29.59    10.39 # 129.7  " 159.9  "  61.55 "  40.51 "  13.28 #   5.025$     2
           3      8.277&   1.138&   2.546&   1.080&  23.09 #   8.081# 131.3  " 112.0  "  52.17 "  37.23 "  11.75 #   4.814$     3
           4      2.453&   1.153&   2.069&   0.989&  16.59 #   6.763#  99.93 "  85.31 "  47.36 "  34.45    10.57 #   4.303&     4
           5      1.887&   1.053&   1.773&   0.847&  15.06 #   5.856#  67.07 "  68.71 "  44.43 "  31.82     9.559#   6.113&     5
           6      1.648&   1.118&   1.540&   1.104&  12.21 #   5.278#  48.04 " 112.2  "  40.37 "  29.78     8.874#   9.280$     6
           7      1.600&   1.137&   1.376&   1.020&  10.08 #   5.943#  36.86 " 117.4  "  63.21 "  27.60 "   8.407#   6.898#     7
           8      1.465&   1.343&   1.318&   1.475&   8.651#   9.986#  37.95 " 105.7  " 133.4  "  78.89 "   8.032#   6.398#     8
           9      1.538&   1.276&   1.433&   1.216&   7.512#   6.550#  41.44 "  82.63 " 102.4  "  90.32 "   7.718#   5.816#     9
          10      1.767&   1.442&   1.535&   1.190&   6.655#   5.830#  33.26   181.3  $  72.72 "  74.28 "   7.250#   4.998#    10
          11      2.010&   1.352&   1.644&   1.123&   6.210#   5.939#  28.54   245.3  "  64.52 "  57.75 "   6.809#   4.172&    11
          12      1.661&   1.420&   1.586&   1.151&   6.349#   5.578#  21.75 # 167.4  " 175.7  "  46.89 "   6.370#   3.840&    12
          13      1.488&   1.395&   1.558&   1.134&   6.921#   6.305#  16.76 # 113.5  " 198.0  "  38.57 "   5.865#   3.395&    13
          14      1.355&   1.266&   1.470&   1.108&   6.175#  19.12 #  13.53 # 109.2  " 157.9  "  33.50     5.456#   2.948&    14
          15      1.431&   1.501&   1.452&  27.11 &   5.929#  12.24 #  14.32 #  91.21 " 130.4  "  28.65     4.965#   2.847&    15
          16      1.525&   1.642&   1.392&  53.16 "   5.916#   8.767#  17.67 #  75.01 " 106.7  "  25.13     4.669#   3.441&    16
          17      1.537&   2.072&   1.137&  26.32 #   5.922#   7.918#   9.660#  63.14 "  88.69 "  23.68     4.982#   3.706&    17
          18      1.591&   1.879&   1.285&  10.70 #   5.770#   6.761#   7.761#  55.16 "  81.89 "  21.62     5.315#   5.908#    18
          19      1.728&   1.593&   1.408&   6.878#   5.619#   6.002#  20.44 #  51.61 "  77.51 "  20.98     5.524#   4.232&    19
          20      1.632&   1.562&   1.315&   5.411#   9.087#   5.503#  38.16 "  51.14 "  69.72 "  21.64 #   5.516#   3.610&    20
          21      1.543&   1.427&   1.264&   4.428#   8.359#   5.238#  49.79 "  46.99 "  59.64 "  23.92     5.603#   3.090&    21
          22      1.392&   1.420&   1.193&   3.744&   6.816#  14.92 #  59.32 "  59.31 "  57.22 "  21.69     5.207#   2.618&    22
          23      1.437&   1.313&   1.139&   3.314&   6.625#  73.78 "  66.88 "  71.17 "  51.35 "  19.30 #   4.713#   2.229&    23
          24      1.450&   1.241&   1.145&  11.22 &   6.413#  58.34 " 119.5  "  58.64 "  71.34 "  17.16 #   4.197&   1.873&    24
          25      1.248&   1.239&   1.046&  24.17 #   6.079#  54.18 " 186.9  "  50.41 "  88.57 "  15.23 #   3.958&   1.525&    25
          26      1.221&  12.76 &   1.130&  17.12 #  17.06 #  36.70 " 187.3  "  59.72 "  85.04 "  15.91 #   3.638&   1.222&    26
          27      1.227&   3.833&   1.361&  13.35 #  30.28 #  33.68 " 138.0  "  59.34 "  75.21 "  27.41 #   3.294&   1.123&    27
          28      1.231&   3.043&   1.273&   9.078#  69.52 "  71.82 " 150.9  "  53.78 "  65.89 "  34.33 "   3.043&   1.004&    28
          29      1.339&            1.262&  17.79 #  41.69 "  55.39 " 124.9  "  82.64 "  59.62 "  27.16     2.976&   0.916&    29
          30      1.417&            1.213&  21.86 #  32.01    56.51 " 239.9  " 129.4  "  50.70 "  21.57 #   4.059&   0.924&    30
          31      1.539&            1.180&           21.34 #          295.4  " 107.9  "           17.66 #            0.868&    31

          Mean    1.781&   1.943&   1.554&   9.048&  15.38 #  20.79 #  81.44 #  98.77 $  83.73 "  33.85 #   6.557&   3.700&
        Median    1.538&   1.408&   1.376&   3.529&   8.359#   8.424#  49.79 #  82.64 $  72.03 "  27.60 #   5.520&   3.610&
       Maximum    8.277&  12.76 &   4.528&  53.16 &  69.52 #  73.78 # 295.4  # 245.3  $ 198.0  "  90.32 #  15.10 &   9.280&
       Minimum    1.221&   1.053&   1.046&   0.847&   5.619#   5.238#   7.761#  46.99 $  40.37 "  15.23 #   2.976&   0.868&
         Total   55.21 &  54.41 &  48.17 & 271.4  & 476.8  # 623.7  #2524    #3061    $2512    "1049    # 196.7  & 114.6  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     30.10 &                " ... Relative Uncertainty +/-10%
 Ann. Median      6.898&                # ... Relative Uncertainty +/-15%
Annual Total   10989   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     295.4  &      0.847&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      0.822&   0.665&   0.561&  28.84 #   6.308# 121.5  "  85.58 " 295.0  &  30.60    41.50 "  15.35 #   9.827#     1
           2      0.857&   0.670&   0.588&  12.59 #   5.326# 103.1  "  63.18 " 371.0  &  29.55    42.24 "  13.82 #   9.478#     2
           3      0.737&   0.632&   0.552&   8.050#   5.192#  64.78 "  53.56 " 288.6  &  27.88    34.77    15.35 #   9.365#     3
           4      0.653&   0.629&   0.538&   5.743#   4.900#  42.57 "  48.39 " 189.1  "  25.90    34.06 "  50.04 "   8.660#     4
           5      0.560&   0.626&   0.566&  80.53 #   4.710#  30.99    70.60 " 145.6  "  26.59    30.44    47.84 "   8.512#     5
           6      0.549&   0.675&   0.584&  51.62 "   4.371#  24.57    89.39 " 119.0  "  24.63    27.60    63.07 "   8.389#     6
           7      0.531&  31.42 &   0.562&  30.02     4.497#  20.46 #  73.01 " 101.6  "  24.32    25.22    50.16 "   8.014#     7
           8      0.594&  27.77 #   0.568&  21.85 #   4.007&  17.92 #  54.26 "  89.48 "  22.74    23.11    37.95 "   7.265#     8
           9      0.662&  10.03 #   0.597&  14.62 #   4.370&  67.04 #  45.86 "  79.72 "  21.79    22.94    28.29     6.804#     9
          10      0.730&   3.913&   0.565&  11.08 #   5.177#  78.43 "  50.83 "  72.00 "  22.03    21.63 #  22.69    12.22 #    10
          11      0.696&   1.908&   0.570&   8.621#   7.615#  72.80 "  54.15 "  65.46 "  25.52    19.39 #  18.91 #  11.30 #    11
          12      0.587&   1.103&   0.573&   6.501#   6.568#  53.92 "  54.72 "  59.45 "  30.56    18.94 #  15.71 #   9.203#    12
          13      0.536&   0.877&   0.597&   5.222#  17.52 #  44.69 "  49.05 "  55.39 "  51.17 "  17.72 #  13.94 #   7.774#    13
          14      0.560&   0.788&   0.632&   4.368&  15.01 #  33.36 "  42.01 "  52.56 "  38.43 "  16.13 #  12.75 #   6.566#    14
          15      0.500&   0.876&   0.662&   3.737&  22.59 #  81.75 " 131.7  "  52.41 "  31.11    15.15 #  11.44 #   5.861#    15
          16      0.525&   0.923&   0.644&   3.390&  32.91 " 130.4  " 250.5  "  48.96 "  26.77    14.34 #  11.08 #   5.292#    16
          17      0.533&   0.855&   0.650&  46.43 &  20.86 # 140.6  " 241.0  "  45.72 "  39.97 "  13.14 #  11.15 #   4.402#    17
          18      0.594&   0.804&   0.600&  40.80 "  15.83 # 113.0  " 284.8  &  42.56 "  50.07 "  13.00 #  10.36 #   3.717&    18
          19      0.634&   0.755&   0.600&  37.57 "  11.10 #  80.38 " 343.3  &  41.70 "  47.44 "  12.88 #   9.628#   3.364&    19
          20      0.549&   0.736&   0.564&  27.77     8.232#  57.14 " 209.5  "  40.66 "  37.78 "  12.26 #   9.463#   5.388&    20
          21      0.545&   0.761&   0.536&  19.25 #   6.500#  42.64 " 139.1  "  38.98 "  48.84 "  11.19 #  13.18 #   7.433#    21
          22      0.650&   0.668&   0.587&  12.68 #  34.74 #  33.57   105.6  "  36.97    43.03 "  10.60 #  13.87 #   4.693#    22
          23      0.733&   0.676&   0.581&  12.85 #  33.71 "  28.06   144.9  "  35.94    36.34 "  11.00 #  43.83 #   4.619#    23
          24      0.757&   0.647&   0.582&  11.30 #  46.45 "  27.30 " 285.0  "  35.43    28.90    21.29 #  24.11     4.342#    24
          25      0.723&   0.630&   0.561&   8.691#  68.17 "  36.96 " 219.9  "  34.57   127.0  "  84.72 "  20.93 #   3.800&    25
          26      0.728&   0.576&   0.558&   7.738#  48.65 "  28.94   174.4  "  33.22   138.7  "  55.97 #  16.97 #   3.408&    26
          27      0.690&   0.566&   0.546&   6.823#  35.49 "  97.87 " 169.3  "  33.94    88.88 "  45.18 #  17.25 #   3.215&    27
          28      0.720&   0.577&   0.499&   6.441#  44.79 " 163.3  " 201.2  "  33.48    60.03 "  35.15 #  13.48 #   2.808&    28
          29      0.638&   0.556&   0.530&   5.653#  52.05 " 175.8  " 251.4  &  31.83    47.27 "  28.09 #  11.46 #   2.431&    29
          30      0.675&            0.543&   6.191#  38.41 " 121.0  " 454.7  &  31.95    45.47 "  23.22 #  10.25 #   2.163&    30
          31      0.665&           24.40 &           63.83 "          394.0  &  29.62             18.82 #            1.953&    31

          Mean    0.643&   3.184&   1.345&  18.23 &  21.93 &  71.17 # 155.9  &  84.91 &  43.31 "  25.86 #  21.81 #   6.202&
        Median    0.650&   0.736&   0.570&  11.19 &  15.01 &  60.96 # 131.7  &  48.96 &  33.72 "  21.63 #  15.35 #   5.861&
       Maximum    0.857&  31.42 &  24.40 &  80.53 &  68.17 & 175.8  # 454.7  & 371.0  & 138.7  "  84.72 #  63.07 #  12.22 &
       Minimum    0.500&   0.556&   0.499&   3.390&   4.007&  17.92 #  42.01 &  29.62 &  21.79 "  10.60 #   9.463#   1.953&
         Total   19.93 &  92.32 &  41.70 & 547.0  & 679.9  &2135    #4835    &2632    &1299    " 801.8  # 654.4  # 192.2  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     38.06 &                " ... Relative Uncertainty +/-10%
 Ann. Median     16.55 &                # ... Relative Uncertainty +/-15%
Annual Total   13932   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     454.7  &      0.499&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.750&   2.121&   1.286&   1.662&   2.916&   7.758# 125.9  "  50.92 "  63.22 "  54.10 "  12.27 #   6.402#     1
           2      1.511&   2.054&   1.316&   1.845&   2.696&  12.39 #  80.40 "  45.03 "  71.42 "  46.86 "  10.87 #   6.003#     2
           3      1.363&   1.930&   1.295&   5.952&   2.451&   9.999#  53.49 "  39.09 "  62.70 "  45.21 "  10.11 #   5.638#     3
           4      1.237&   1.759&   1.168&   4.047&   2.369&   9.098#  37.83 "  34.36    59.30 "  40.61 "   9.156#   6.055#     4
           5      1.148&   1.559&   1.085&   2.631&   2.502&   7.892#  29.89    32.01    80.48 "  37.02     8.276#   5.778#     5
           6      1.169&   1.476&   1.030&   1.868&   2.554&   7.090#  39.82 "  47.38 "  77.73 "  33.75     8.573#   5.367#     6
           7      1.175&   1.629&   0.932&   1.507&   2.608&   6.303#  38.28 "  41.74 "  74.82 "  31.43     8.063#   4.918#     7
           8      1.203&   1.650&   0.948&   1.500&   2.598&   5.786#  30.72    44.67 "  70.51 "  31.23     8.194#   4.628#     8
           9      1.185&   1.548&   0.854&   1.544&   2.581&   5.361#  61.02 "  47.62 "  67.09 "  31.65     7.976#   4.331#     9
          10      1.145&   1.510&   0.907&   1.678&   2.915&   5.134# 124.1  "  48.34 "  82.64 "  30.54     8.003#   4.030#    10
          11      1.142&   1.440&   0.910&   1.626&   2.925&  37.10 # 113.3  "  46.99 " 164.6  "  29.35     7.924#   4.857#    11
          12      1.039&   1.257&   0.952&   1.530&   2.670&  43.72 "  82.25 "  97.42 " 242.2  "  26.75     8.273#   4.180&    12
          13      1.050&   1.194&   0.984&   1.621&   2.443&  30.40    56.74 " 103.1  " 191.7  "  26.51     8.210#   3.574&    13
          14      1.000&   1.341&   0.907&   1.975&   2.353&  16.98 #  40.81 " 207.8  " 139.3  "  25.23     7.877#   3.633&    14
          15      1.094&   1.578&   0.910&   2.185&   2.312&  10.45 #  37.23 " 353.3  & 131.9  "  24.52     7.950#   3.457&    15
          16      1.898&   1.348&   0.912&   2.202&   2.380&   7.324#  54.91 " 287.4  & 110.0  "  21.85     7.739#   3.222&    16
          17      1.153&   1.188&   0.988&   2.220&   2.469&   5.635#  95.07 " 229.7  "  91.13 "  20.09 #   7.800#   2.865&    17
          18      1.019&   1.071&   1.026&   2.140&   2.583&   9.987#  87.55 " 223.5  "  93.86 "  20.26 #  40.55 #   2.634&    18
          19      1.022&   0.953&   1.107&   2.232&   2.540&  43.23 " 207.7  " 284.8  "  83.03 "  18.88 #  75.26 "   2.381&    19
          20      1.033&   0.809&   1.137&   2.254&   2.567&  55.34 " 258.6  " 259.4  "  76.05 "  18.71 #  51.25 "   2.163&    20
          21      1.284&   0.721&   1.167&   2.271&  12.06 #  69.37 " 288.8  & 305.0  "  87.35 "  17.59 #  35.58 "   1.996&    21
          22      2.213&   0.702&   1.297&   2.164&  26.42 #  58.31 " 185.0  " 230.2  "  88.75 "  17.23 #  23.72 #   1.949&    22
          23      2.259&   0.673&   1.947&   2.239&  46.75 "  44.75 " 237.6  " 170.2  "  80.48 "  17.72 #  17.01 #   1.874&    23
          24      2.180&   0.749&   2.116&   2.450&  24.38 #  63.50 " 180.8  " 131.0  "  69.48 "  16.93 #  13.32 #   1.750&    24
          25      2.027&   2.470&   2.134&   2.646&  15.47 #  91.89 " 129.7  " 107.3  "  60.37 "  15.17 #  11.29 #   1.709&    25
          26      2.072&   6.651&   2.098&   3.072&  10.83 #  70.00 " 101.2  "  90.05 "  53.38 "  13.97 #  10.37 #   1.562&    26
          27      1.988&   2.552&   1.935&   3.075&   8.011#  76.00 "  87.00 "  79.12 "  49.12 "  13.81 #  10.28 #   1.534&    27
          28      2.045&   1.511&   2.015&   3.012&   6.415#  73.95 "  76.95 "  87.22 "  53.82 "  15.99 #   9.055#   1.471&    28
          29      2.250&            1.987&   2.924&   5.445# 116.7  "  68.62 "  77.16 "  59.90 "  13.84 #   8.107#   1.530&    29
          30      2.197&            1.810&   2.973&   4.776# 162.8  "  62.38 "  64.98 "  60.44 "  13.87 #   7.208#   1.459&    30
          31      2.159&            1.780&            4.493#           56.31 "  57.81 "           13.05 #            1.655&    31

          Mean    1.516&   1.623&   1.321&   2.368&   6.984&  38.81 # 100.9  & 126.6  &  89.90 "  25.28 #  15.34 #   3.374&
        Median    1.237&   1.493&   1.137&   2.211&   2.670&  23.69 #  80.40 &  87.22 &  76.89 "  21.85 #   8.814#   3.222&
       Maximum    2.259&   6.651&   2.134&   5.952&  46.75 & 162.8  # 288.8  & 353.3  & 242.2  "  54.10 #  75.26 #   6.402&
       Minimum    1.000&   0.673&   0.854&   1.500&   2.312&   5.134#  29.89 &  32.01 &  49.12 "  13.05 #   7.208#   1.459&
         Total   47.00 &  45.44 &  40.93 &  71.04 & 216.5  &1164    #3130    &3925    &2697    " 783.8  # 460.3  # 104.6  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     34.76 &                " ... Relative Uncertainty +/-10%
 Ann. Median      7.324&                # ... Relative Uncertainty +/-15%
Annual Total   12687   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     353.3  &      0.673&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.638&   1.211&   1.062&   3.241&   1.674&  12.11 #   9.424#  21.91 #  46.15 "   5.042#   2.146&   0.768&     1
           2      1.556&   1.346&   1.075&   2.949&   1.657&  10.55 #   9.135#  18.84 #  38.24 "   5.603#   1.961&   0.778&     2
           3      1.574&   1.281&   1.141&   2.687&   1.577&   9.476#   8.317#  16.77 #  27.89     9.314#   1.785&   0.838&     3
           4      1.442&   1.302&   1.128&   2.815&   1.459&   8.497#   7.668#  15.96 #  22.82     7.361#   1.663&   0.836&     4
           5      1.404&   1.335&   1.075&   2.870&   1.384&   8.126#   7.234#  14.49 #  19.39 #   5.192#   1.687&   0.866&     5
           6      1.367&   1.307&   1.113&   2.954&   1.343&   7.868#   6.880#  14.01 #  15.76 #   5.303#   1.648&   0.897&     6
           7      1.363&   1.434&   1.187&   2.771&   1.283&   7.184#   6.631#  13.67 #  19.76 #   4.268#   1.572&   0.978&     7
           8      1.382&   1.311&   1.142&   2.818&   1.244&   6.455#  19.74 #  12.54 #  41.95 "   3.726&   1.501&   0.937&     8
           9      1.320&   1.279&   1.102&   2.817&   1.259&   5.903# 166.1  "  11.57 #  53.25 "   3.326&   1.400&   0.830&     9
          10      1.369&   1.451&   1.067&   2.560&   1.193&   5.785# 127.3  "  10.71 #  49.93 "   4.831&   2.239&   0.788&    10
          11      1.295&   1.526&   1.057&   2.306&   1.221&   5.668# 117.4  "  10.72 #  36.85 "   7.459#   2.762&   0.776&    11
          12      1.317&   1.479&   1.040&   2.233&   1.221&   5.254# 199.8  "  65.39 #  30.38 "   5.147#   2.021&   0.779&    12
          13      1.216&   1.350&   1.132&  10.01 &   8.242&   5.101# 153.0  "  72.02 "  22.74     4.285&   1.607&   0.752&    13
          14      1.152&   1.403&   1.178&  41.96 #   6.926&  20.57 #  98.49 "  54.87 "  19.34 #   3.853&   1.516&   0.741&    14
          15      1.126&   1.412&   1.196&  35.49 #   2.722&  48.21 "  66.11 "  37.40 "  16.13 #   3.519&   1.468&   0.737&    15
          16      1.079&   1.363&   1.151&  13.28 #   1.862&  33.99 "  49.46 "  27.00    14.27 #   3.003&   1.349&   0.757&    16
          17      1.272&   1.247&   1.101&   9.503#   1.711&  26.67    39.00 "  22.14    12.71 #   2.808&   1.297&   0.825&    17
          18      1.252&   1.204&   1.195&   6.273#   1.692&  19.53 #  30.07    20.34 #  11.13 #   2.413&   1.109&   0.767&    18
          19      1.314&   1.249&   1.302&   4.828#   1.596&  15.56 #  25.90    18.10 #  10.69 #   2.434&   0.984&   0.777&    19
          20      1.313&   1.199&   1.254&   4.034&   1.517&  13.25 #  23.32    18.66 #  10.03 #   5.871&   0.966&   1.586&    20
          21      1.372&   1.214&   1.255&   3.566&   5.616&  10.58 #  21.77    19.62 #   9.233#   9.453#   1.034&   1.076&    21
          22      1.354&   1.123&  46.90 &   3.264&  77.25 #   9.261#  20.03 #  31.92     8.268#   4.695&   0.980&   0.872&    22
          23      1.299&   1.188&  91.55 "   2.936&  78.93 "  67.27 #  18.32 #  24.21     7.491#   3.246&   0.913&   0.868&    23
          24      1.370&   1.072&  35.29 "   2.650&  44.28 "  38.75 "  17.54 #  22.26 #   7.003#   2.821&   1.009&   0.886&    24
          25      1.329&   1.113&  19.53 #   2.387&  25.28 #  32.62    16.86 #  18.09 #   7.285#   2.425&   1.057&   0.855&    25
          26      1.306&   1.070&  12.09 #   2.146&  16.28 #  22.50 #  21.02 #  16.21 #   6.764#   2.541&   0.988&   0.945&    26
          27      1.242&   1.015&   8.318#   1.974&  63.96 "  16.78 #  24.99 #  14.78 #   6.241#   2.507&   0.900&   0.899&    27
          28      1.258&   1.088&   5.976#   1.813&  39.74 "  13.72 #  23.45    13.26 #   5.890#   4.381&   0.837&   0.927&    28
          29      1.261&            4.832#   1.759&  27.96    11.63 #  41.93 "  13.55 #   5.555#   3.211&   0.780&   0.893&    29
          30      1.239&            4.069&   1.668&  19.21 #  10.18 #  29.91    17.40 #   5.494#   2.721&   0.726&   0.881&    30
          31      1.246&            3.528&           14.64 #           27.10    28.48 #            2.517&            0.838&    31

          Mean    1.323&   1.270&   8.260&   6.086&  14.70 &  16.97 #  46.26 #  23.13 #  19.62 #   4.364&   1.397&   0.869&
        Median    1.314&   1.280&   1.187&   2.844&   1.711&  11.10 #  23.45 #  18.10 #  15.01 #   3.853&   1.374&   0.838&
       Maximum    1.638&   1.526&  91.55 &  41.96 &  78.93 &  67.27 # 199.8  #  72.02 #  53.25 #   9.453&   2.762&   1.586&
       Minimum    1.079&   1.015&   1.040&   1.668&   1.193&   5.101#   6.631#  10.71 #   5.494#   2.413&   0.726&   0.737&
         Total   41.02 &  35.57 & 256.0  & 182.5  & 455.9  & 509.1  #1434    # 717.0  # 588.7  # 135.2  &  41.90 &  26.95 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     12.12 &                " ... Relative Uncertainty +/-10%
 Ann. Median      2.821&                # ... Relative Uncertainty +/-15%
Annual Total   4424    &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     199.8  &      0.726&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      0.805&   1.993&  12.26 #   0.641&   1.611&  39.69 " 225.5  & 286.8  "  55.58 "  67.04 "  16.45 #   9.082#     1
           2      0.827&   1.217&   6.499&   0.622&   1.204& 106.6  " 186.0  & 266.6  " 112.1  "  60.06 "  14.75 #   8.751#     2
           3      0.818&   1.029&   2.188&   0.644&   1.039&  53.73 " 165.5  & 274.5  " 117.5  "  57.75 "  21.73 #   8.068#     3
           4      0.849&   0.887&   1.153&   0.619&   0.967&  30.99 " 116.3  & 217.9  " 121.2  "  52.93 "  29.03     9.116#     4
           5      5.985&   0.803&   0.920&   0.617&   0.942&  18.62 #  80.72 & 149.4  " 101.0  "  46.11 "  23.84     9.651#     5
           6      4.522&   0.821&   0.893&   0.609&   0.910&  12.84 #  59.99 & 110.7  "  79.56 "  40.75 "  27.79    26.45 #     6
           7      3.516&   0.786&   0.820&   0.680&   0.910&   9.181#  46.59 &  86.34 "  64.84 "  36.62    31.12 "  36.44 "     7
           8      1.375&   0.797&   0.816&   0.671&   0.913&   6.737#  38.31 &  77.80 "  54.64 "  35.31    37.87 "  35.77 "     8
           9      0.894&   0.777&   0.750&   0.681&   0.906&   5.248#  32.68 &  73.03 "  47.91 "  35.19 "  28.61    26.33       9
          10      0.720&   0.769&   0.783&   0.700&   0.865&   4.603#  29.32 &  63.60 "  43.70 "  32.28    23.87    21.85 #    10
          11      0.730&   0.733&   0.769&   0.923&   0.839&   4.459#  41.47 &  54.18 "  40.33 "  28.86    20.47 #  18.01 #    11
          12      0.668&   0.801&   0.753&   0.804&   0.832&   4.177#  44.70 &  47.92 "  38.31 "  26.70    17.89 #  33.45 #    12
          13      0.641&   0.858&   0.761&   0.765&   0.864&   3.954&  37.06 &  53.27 "  36.16    28.77    15.98 # 116.8  "    13
          14      0.625&   0.751&   0.740&   0.762&   0.850&  10.90 &  30.77 & 168.6  "  34.42    28.16    14.70 #  70.00 "    14
          15      0.607&   0.736&   0.684&   0.715&   0.949&  27.22 #  53.64 & 164.3  "  36.12 "  26.71    13.33 #  46.27 "    15
          16      0.602&   0.729&   0.679&   0.662&   1.009&  30.41 "  54.13 & 186.6  "  81.73 "  24.98    12.09 #  29.80      16
          17      0.545&   0.721&   0.706&   0.725&   1.852&  17.53 #  43.96 & 141.7  " 175.2  "  22.89    12.69 #  21.99 #    17
          18      0.559&   0.731&   0.724&   0.698&   1.408&  18.43 #  33.04 & 103.7  " 178.5  "  31.66 "  12.52 #  18.63 #    18
          19      0.552&   0.713&   0.721&   0.680&   1.068&  20.06 #  27.85 &  80.91 " 178.5  "  29.02    11.35 #  15.79 #    19
          20      0.557&   0.751&   0.719&   0.663&  88.74 &  18.35 #  36.77 &  67.12 " 129.4  "  26.52    10.17 #  12.63 #    20
          21      0.546&   0.734&   0.699&   0.694&  48.68 "  13.03 #  41.39 &  58.19 " 146.0  "  24.70     9.721#  10.67 #    21
          22      0.537&   0.720&   0.700&   0.676&  24.52 #  10.10 #  52.84 & 374.5  & 183.6  "  22.67     9.013#   9.863#    22
          23      0.630&   0.688&   0.690&   0.699&  14.54 #   8.329#  55.49 " 368.1  & 142.3  "  22.77     7.654#   8.632#    23
          24      0.636&   0.686&   0.688&   0.757&   9.090#  52.14 #  45.25 " 265.4  " 102.7  "  20.32 #   6.669#   7.606#    24
          25      0.721&   0.697&   0.670&   0.763&   6.090# 222.4  "  37.50 " 194.5  "  82.10 "  28.21 #   6.304#   6.579#    25
          26      0.670&   0.699&   0.658&   0.782&   4.356& 123.3  "  33.03   135.4  "  90.88 "  27.39 "   5.831#   5.949#    26
          27      0.661&   0.704&   0.640&   9.299&   3.171&  73.12 "  31.40 " 105.0  " 139.4  "  41.52 "   5.726#   5.726#    27
          28      0.616&  17.73 &   0.638&  11.04 &   2.592& 181.8  " 170.4  "  86.21 " 130.3  "  32.96     5.472#   5.217#    28
          29     13.93 &            0.645&   7.087#   2.835& 222.7  & 215.8  "  73.15 " 104.0  "  27.05     8.057#   4.498#    29
          30      7.832&            0.629&   2.785&  56.19 " 208.6  & 285.7  &  64.76 "  82.07 "  22.87     7.170#   4.645#    30
          31      5.193&            0.629&           26.34 "          345.6  &  60.68 "           18.78 #            4.353#    31

          Mean    1.883&   1.431&   1.343&   1.615&   9.907&  51.98 &  87.07 & 143.9  &  97.69 "  33.15 #  15.59 #  20.92 #
        Median    0.670&   0.751&   0.721&   0.698&   1.204&  18.53 &  45.25 & 105.0  &  95.95 "  28.77 #  13.01 #  10.67 #
       Maximum   13.93 &  17.73 &  12.26 &  11.04 &  88.74 & 222.7  & 345.6  & 374.5  & 183.6  "  67.04 #  37.87 # 116.8  #
       Minimum    0.537&   0.686&   0.629&   0.609&   0.832&   3.954&  27.85 &  47.92 &  34.42 "  18.78 #   5.472#   4.353#
         Total   58.37 &  40.06 &  41.62 &  48.46 & 307.1  &1559    &2699    &4462    &2930    "1027    # 467.9  # 648.7  #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     39.15 &                " ... Relative Uncertainty +/-10%
 Ann. Median     12.52 &                # ... Relative Uncertainty +/-15%
Annual Total   14291   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     374.5  &      0.537&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      4.416#  10.25 #   8.608#   7.419#  12.26 #   3.699&  26.10    45.57 "  24.03 #  30.57     3.794&  14.62 #     1
           2      4.272#  11.54 #   9.085#   8.531#   7.575#   3.718&  20.76 #  50.49 "  22.85    24.10 "   3.564&  11.54 #     2
           3      4.620#  14.52 #   9.155#   8.682#   6.601#   3.668&  17.00 #  89.46 "  42.40 #  27.76 "   4.054&   8.534#     3
           4      6.171#  11.46 #   8.585#   6.858#  26.21 #   3.678&  14.07 #  83.72 " 126.0  "  23.52    43.75 #   6.830#     4
           5      5.763#   8.754#   8.261#  10.07 #  27.40 #   3.836&  11.06 #  64.28 " 130.9  "  18.89 #  30.93 "   7.345#     5
           6      7.675#   8.380#   8.145#   8.359#  25.65 #   5.055&  11.11 #  70.18 " 102.1  "  16.12 #  27.40     8.270#     6
           7      7.520#   7.803#   8.963#   8.686#  26.59 #  37.74 #  15.67 #  98.10 "  70.01 "  14.69 #  20.30 #   6.039#     7
           8      8.114#   7.694#   8.964#   9.827#  47.96 "  55.83 "  12.16 #  72.97 "  49.02 "  13.11 #  13.82 #   4.900#     8
           9      8.285#   5.995#   8.650#   9.807#  30.24    21.88 #  11.13 #  50.22 "  37.27 "  12.36 #  10.11 #   4.211&     9
          10      8.960#   5.036&   8.498#   9.377#  21.37 #  24.76 #  16.32 #  35.35 "  29.54    11.31 #   8.047#   3.522&    10
          11      9.053#   5.938#   8.282#   9.061#  15.75 #  68.01 "  14.09 #  27.22    30.20    10.11 #   6.899#   3.173&    11
          12      8.491#   5.816#   8.043#   9.601#  12.42 #  90.76 "  14.08 #  61.47 "  23.99     9.325#   5.813#  72.19 &    12
          13      8.824#   5.764#   9.253#   9.553#  10.34 # 139.0  "  12.24 # 112.0  "  20.36 #  10.55 #   5.201#  50.89 "    13
          14      9.058#   8.105#   9.551#   9.033#   9.172# 111.3  "  10.62 #  85.70 "  19.02 #  11.81 #   4.871#  18.09 #    14
          15      9.301#   9.117#   9.326#   8.810#   8.499#  98.92 "   9.305#  62.69 "  17.33 #  10.54 #   4.131#  12.82 #    15
          16      9.270#   8.631#   8.010#   8.736#   7.973#  69.53 "  17.43 #  49.42 "  15.41 #  10.15 #   3.781&   9.156#    16
          17      9.479#   8.421#   7.685#   8.456#   7.527#  49.96 "  17.96 #  45.36 "  19.88 #   9.436#   3.411&   7.102#    17
          18      9.680#   9.059#   7.501#   9.855#   6.987#  37.44 "  15.43 #  34.24 "  25.55 "   8.936#   2.957&   5.918#    18
          19      9.535#   8.691#   7.433#   8.915#   6.772#  71.44 "  13.05 #  26.38    19.18 #   8.264#   2.809&   5.024#    19
          20     14.50 #   9.888#   7.532#   7.686#   6.636#  80.59 "  11.15 #  22.82    24.62 #   7.740#   2.918&   4.515#    20
          21     12.67 #  10.53 #   7.282#   7.760#   5.829#  86.72 "   9.983#  36.09 "  31.42 #   7.038#   2.707&   4.110&    21
          22     11.04 #  10.57 #   7.220#   7.918#   5.303#  65.53 "   8.953#  43.44 "  43.99 "   9.081#   2.564&   3.784&    22
          23     10.94 #  10.72 #   6.075#   7.701#   5.114#  46.36 "   7.963#  28.42    34.40     8.923#   2.204&   3.503&    23
          24     10.65 #  10.50 #   6.513#   7.160#   4.712#  35.61 "   7.201#  20.51 #  25.74     7.189#   2.326&   2.705&    24
          25     10.18 #  10.33 #   6.783#   7.028#   4.489#  29.61     6.587#  18.32 #  35.67 "   6.273#   3.616&   2.633&    25
          26      9.825#  10.14 #   6.639#   6.780#   4.186#  28.35 "   6.166#  16.40 #  37.51 "   5.756#   2.945&   2.144&    26
          27     10.03 #   8.692#   7.025#   6.874#   4.073#  58.54 "   5.785#  15.22 #  88.83 "   4.977#   3.391&   2.215&    27
          28      9.237#   9.699#   6.718#  17.01 #   3.904&  53.43 "   5.662#  16.20 #  78.05 "   4.682#  10.77 &   1.973&    28
          29      9.466#   9.756#   6.608#  32.00 #   3.625&  41.31 "   5.501#  15.26 #  60.66 "   4.278#  41.52 "   1.772&    29
          30     10.14 #            7.010#  28.19 #   3.556&  31.98     5.185#  15.35 #  42.06 "   4.095#  16.79 #   1.784&    30
          31     10.26 #            7.204#            3.620&           34.16 #  16.21 #            3.926&            1.455&    31

          Mean    8.951#   9.029&   7.891#  10.19 #  12.01 &  48.61 &  12.70 #  46.10 #  44.27 #  11.47 &   9.914&   9.445&
        Median    9.270#   9.059&   8.010#   8.711#   7.527&  43.83 &  11.15 #  43.44 #  32.91 #   9.436&   4.093&   4.900&
       Maximum   14.50 #  14.52 &   9.551#  32.00 #  47.96 & 139.0  &  34.16 # 112.0  # 130.9  #  30.57 &  43.75 &  72.19 &
       Minimum    4.272#   5.036&   6.075#   6.780#   3.556&   3.668&   5.185#  15.22 #  15.41 #   3.926&   2.204&   1.455&
         Total  277.4  # 261.8  & 244.6  # 305.7  # 372.3  &1458    & 393.9  #1429    #1328    # 355.5  & 297.4  & 292.7  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     19.17 &                " ... Relative Uncertainty +/-10%
 Ann. Median      9.473&                # ... Relative Uncertainty +/-15%
Annual Total   7017    &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     139.0  &      1.455&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.681&   1.208&   0.921&   1.451&   1.415&  19.59 #   4.943#  83.37 " 130.8  " 145.5  "  15.37 #   9.734#     1
           2      1.433&   1.153&   0.912&   1.282&  19.22 &  13.16 #   4.599#  70.57 " 100.2  " 108.3  "  14.80 #   7.121#     2
           3      1.771&   1.609&   0.961&   1.223&  21.94 #  10.28 #   5.405#  52.89 " 101.9  "  88.25 "  14.41 #   5.738#     3
           4      1.603&   1.322&   0.983&   1.106&   7.752#   8.662#   6.914#  41.01 " 126.2  "  74.79 "  13.60 #   4.892#     4
           5      1.740&   1.071&   0.987&   1.149&   5.498#   8.050#   5.640#  43.02 " 106.0  "  70.72 "  14.03 #   4.410#     5
           6      1.663&   1.022&   0.920&   1.156&   4.610#   7.351#   5.084#  63.64 "  81.98 "  72.26 "  13.45 #   4.286&     6
           7      3.087&   1.045&   0.887&   1.174&   8.005&   6.380#   4.625#  70.91 "  69.82 "  66.18 "  12.87 #   3.854&     7
           8      2.033&   1.021&   0.875&   1.034& 127.0  "   5.694#   4.232# 331.5  &  63.24 "  58.95 !  12.05 #   3.977&     8
           9      1.943&   0.961&   0.898&   1.016& 104.1  "  25.19 #  37.66 # 339.0  &  54.97 "  54.82 !  11.87 #   4.057&     9
          10      2.001&   0.919&   0.886&   1.009&  86.33 "  33.32 # 109.1  " 224.4  "  52.13 "  52.30 !  11.10 #   3.651&    10
          11      2.093&   0.885&  33.45 &   1.032&  67.56 "  20.99 #  59.98 " 175.8  " 115.4  "  49.85 !   9.568#   3.635&    11
          12      1.527&   0.916&   9.761#   1.093&  37.00 "  16.94 #  45.10 " 130.2  " 181.6  "  47.48 !   9.183#   3.455&    12
          13      1.948&   0.905&   3.299&   1.156&  22.72 #  13.10 #  24.44 # 118.2  " 164.4  "  45.11 !   8.640#   3.423&    13
          14      1.674&   0.992&  24.79 &   1.255&  17.32 #  10.84 #  17.13 # 100.7  " 291.0  &  42.73 !   7.617#   3.169&    14
          15      1.701&   0.972&  37.39 #   1.479&  12.75 #   8.824#  14.80 # 122.8  " 241.1  "  40.41 !   7.123#   3.102&    15
          16      2.079&   0.913&   7.228#   1.790&  10.92 #   7.976#  69.79 # 120.8  " 195.1  "  38.16 !   6.607#   3.046&    16
          17      1.592&   0.952&   3.293&   2.155&  18.82 #  10.04 # 100.9  " 104.5  " 266.7  "  35.81 !   6.419#   3.005&    17
          18      1.986&   0.874&   2.330&   1.958&  11.41 #   8.338#  72.20 "  83.16 " 208.5  "  34.15     6.125#   3.013&    18
          19      1.399&   0.861&   1.989&   1.678&  10.46 #   6.997#  44.28 "  67.48 " 158.3  "  38.52 "   5.906#   2.824&    19
          20      2.209&   0.841&   1.675&   1.535&  17.69 #   6.171#  27.26    56.87 " 162.3  "  59.96 "   6.024#   2.943&    20
          21      1.638&   0.879&   1.626&   1.962&  12.04 #   5.484#  20.08 #  49.30 " 163.3  "  47.65 "   6.013#   2.314&    21
          22      1.672&   0.917&   1.411&   7.457&   9.669#   5.047#  16.50 #  43.84 " 224.5  "  40.87 "   5.129#   2.601&    22
          23      1.739&   0.935&   1.269&   3.236&   8.340#   6.412#  19.90 #  39.71 " 283.3  "  32.78     4.898#   3.104&    23
          24      1.284&   0.963&   1.251&   3.008&   7.082#  16.76 # 150.4  "  36.18   260.7  "  28.80     4.953#   3.012&    24
          25      1.629&   0.858&   1.477&   2.656&   6.267#  13.18 # 114.9  "  35.04 " 195.2  "  25.40     5.009#   2.897&    25
          26      1.215&   0.849&  28.26 #   2.260&   5.765#  11.12 # 127.5  "  51.94 " 153.6  "  24.09     5.036#   3.428&    26
          27      1.805&   0.830&  12.03 #   1.935&   5.970#   9.227# 154.8  "  89.53 " 128.2  "  22.54     4.812#   4.523&    27
          28      1.415&   0.887&   5.078#   1.814&   6.638#   7.791# 134.6  " 298.6  & 109.4  "  19.77 #   4.488#   4.637#    28
          29      1.499&            3.280&   1.672&   7.242#   6.535#  89.79 " 256.6  " 112.6  "  18.87 #   5.301#   5.003#    29
          30      1.386&            2.236&   1.473&  34.29 #   5.612#  61.42 " 204.6  " 163.6  "  17.92 #   8.711#   5.125#    30
          31      1.116&            1.856&           23.53             82.01 " 183.5  "           16.07 #            5.461#    31

          Mean    1.728&   0.984&   6.266&   1.807&  23.85 &  11.17 #  52.78 # 119.0  & 155.5  &  49.00 !   8.706#   4.047&
        Median    1.674&   0.927&   1.675&   1.476&  11.41 &   8.743#  37.66 #  83.37 & 155.9  &  42.73 !   7.370#   3.635&
       Maximum    3.087&   1.609&  37.39 &   7.457& 127.0  &  33.32 # 154.8  # 339.0  & 291.0  & 145.5  !  15.37 #   9.734&
       Minimum    1.116&   0.830&   0.875&   1.009&   1.415&   5.047#   4.232#  35.04 &  52.13 &  16.07 !   4.488#   2.314&
         Total   53.56 &  27.56 & 194.2  &  54.20 & 739.4  & 335.1  #1636    #3690    &4667    &1519    ! 261.1  # 125.4  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     36.45 !                ! ... Not reviewed / Quality not known
 Ann. Median      7.228!                " ... Relative Uncertainty +/-10%
Annual Total   13304   !                # ... Relative Uncertainty +/-15%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily     339.0  !      0.830!







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      5.292#   6.714#   0.729&   3.086&   1.552&  18.58 #  28.70    78.95 " 162.9  "  66.18 "  12.90 #   9.759#     1
           2      5.542#   6.624#   0.697&   1.812&   1.465&  16.04 # 122.7  "  69.76 " 114.2  "  54.21 "  12.52 #   8.589#     2
           3      5.568#   6.377#   0.926&   1.358&   1.163&  14.05 # 166.1  "  60.86 "  91.19 "  44.91 "  12.47 #   7.468#     3
           4      6.709#   6.205#   0.800&   1.111&   1.105&  12.67 # 123.4  "  55.50 "  73.76 "  39.65 "  11.42 #   6.636#     4
           5      6.069#   5.925#   0.567&   0.939&   1.067&  11.42 # 105.7  "  50.88 "  65.62 "  68.08 "  10.59 #   6.252#     5
           6      5.829#   5.998#   0.625&   0.858&   1.132&  10.25 # 183.7  "  48.25 "  74.04 "  70.27 "  10.49 #   5.923#     6
           7      5.283#   6.089#   0.641&   0.764&  24.28 &   9.481# 220.3  "  49.15 "  85.91 "  61.65 "  10.56 #   5.961#     7
           8      4.894#   6.215#   0.606&   0.742& 107.5  "   8.939# 251.0  "  55.56 " 125.7  "  50.87 "   9.859#   5.323#     8
           9      5.274#   6.277#   0.638&   0.712&  70.15 "   9.504# 187.2  "  49.47 " 128.6  "  42.36 "   9.431#   4.783#     9
          10      4.913#   6.732#   0.651&   0.671&  46.13 "  40.60 # 134.9  "  43.48 " 107.0  "  36.30 "  11.40 #   4.294#    10
          11      4.429#   6.585#   0.660&   0.851&  26.80    32.94 " 100.6  "  38.87 "  86.69 "  32.93     9.876#   3.980&    11
          12      3.583&   6.804#   0.587&   0.667&  17.21 #  23.53 #  81.54 "  35.07    72.11 "  30.10     8.734#   4.026#    12
          13      2.751&   6.011#   0.672&   0.680&  11.74 #  16.82 #  67.23 "  31.92    61.76 "  27.02     8.559#   3.902&    13
          14      2.927&   5.727#   1.288&   0.658&   8.801#  13.46 # 114.0  "  29.52    53.06 "  24.29     8.624#   4.090#    14
          15      4.297&   3.909&   2.591&   1.176&   7.238#  11.40 # 105.9  "  28.23    47.52 "  23.30     8.939#   4.160#    15
          16      2.921&   2.615&   3.166&   1.151&   6.103#  10.13 #  91.22 "  27.50    44.39 "  22.51     8.894#   4.209#    16
          17      3.410&   2.071&   3.774&   0.658&   5.304#  50.60 #  73.87 "  27.88 "  39.93 "  19.69 #   7.927#   4.041#    17
          18      2.174&   1.616&   4.294#   0.623&   5.055# 161.9  "  61.63 "  85.66 "  35.47    20.57 #   7.460#   3.680&    18
          19      2.005&   1.180&   4.442#   0.639&   6.539# 175.2  "  61.73 "  94.00 "  32.59    29.15 "   6.925#   3.401&    19
          20      1.574&   1.250&   4.527#   0.685&   8.554# 143.0  "  75.05 "  89.17 "  30.83    28.87     7.208#   3.238&    20
          21      1.712&   0.818&   4.374#   0.653&  19.09 # 150.8  "  78.16 "  88.78 "  83.58 "  24.47     8.745#   3.177&    21
          22      1.768&   1.051&   4.697#   0.658&  20.41 # 228.9  " 236.9  "  98.33 " 158.8  "  21.22 #  10.43 #   2.959&    22
          23      2.228&   0.826&   5.036#   0.649& 206.2  " 174.1  " 230.1  "  79.37 " 112.0  "  19.91 #  10.01 #   2.567&    23
          24      2.519&   0.712&   5.222#   0.659& 187.6  " 116.3  " 191.7  "  64.31 "  77.13 "  18.15 #   8.700#   2.248&    24
          25      1.770&   0.726&   5.113#   0.688& 122.9  "  81.78 " 143.8  "  52.47 "  60.02 "  16.87 #   8.073#   2.140&    25
          26      1.867&   0.718&   5.311#   1.804&  80.94 "  63.23 " 198.0  "  45.17 "  50.10 "  16.22 #  10.01 #   1.982&    26
          27      3.326&   0.699&   5.347#   5.224&  66.65 "  49.90 " 209.7  "  40.28 "  89.53 "  15.17 #  18.44 #   1.942&    27
          28      2.420&   0.971&   4.608#  10.84 &  53.77 "  41.66 " 183.3  "  37.20 " 102.5  "  14.04 #  13.24 #   1.894&    28
          29      2.417&            7.458&   7.343#  35.27 "  37.30 " 138.3  " 115.0  "  97.76 "  13.34 #  12.49 #   1.888&    29
          30      3.121&           11.95 #   2.684&  26.73    33.45   109.8  " 320.8  &  80.52 "  13.31 #  11.40 #   1.781&    30
          31      4.464&            5.733#           21.89 #           93.02 " 249.6  "           13.33 #            1.781&    31

          Mean    3.647&   3.837&   3.153&   1.702&  38.73 &  58.94 # 134.5  "  72.30 &  81.52 "  31.58 #  10.21 #   4.131&
        Median    3.326&   4.818&   3.166&   0.753&  19.09 &  33.19 # 122.7  "  52.47 &  78.83 "  24.47 #   9.944#   3.980&
       Maximum    6.709&   6.804&  11.95 &  10.84 & 206.2  & 228.9  # 251.0  " 320.8  & 162.9  "  70.27 #  18.44 #   9.759&
       Minimum    1.574&   0.699&   0.567&   0.623&   1.067&   8.939#  28.70 "  27.50 &  30.83 "  13.31 #   6.925#   1.781&
         Total  113.0  & 107.4  &  97.73 &  51.04 &1200    &1768    #4170    "2241    &2445    " 979.0  # 306.3  # 128.0  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     37.28 &                " ... Relative Uncertainty +/-10%
 Ann. Median     10.13 &                # ... Relative Uncertainty +/-15%
Annual Total   13608   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     320.8  &      0.567&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.831&   4.580#   1.018&   1.295&   1.435&   4.585#  11.18 # 107.1  "  62.42 "  12.78 #  35.18 "   3.100&     1
           2      1.785&  10.14 #   1.008&   1.286&   1.407&  11.34 #  10.58 #  76.41 "  49.34 "  12.41 #  53.41 "   3.139&     2
           3      1.764&  35.90 #   0.927&   1.188&   2.739&  13.15 #  10.06 #  53.43 "  42.11 "  11.95 #  41.29 "   2.887&     3
           4      1.748&  12.11 #   0.917&   1.072&   2.643&   8.697#   9.566#  41.30 "  41.10 "  11.48 #  27.39     2.843&     4
           5      1.620&   8.089#   0.918&   1.005&   1.523&   7.133#  17.28 #  34.87    45.94 "  14.07 #  19.23 #   8.999&     5
           6      1.558&   6.401#   0.908&   1.030&   1.748&   7.083#  15.01 #  30.80    47.74 "  10.94 #  15.29 #  11.61 #     6
           7      1.453&   5.194#   0.970&   2.406&   1.564&   6.618#  33.20 #  28.57    45.96 "   9.207#  13.51 #  11.38 #     7
           8      1.325&   4.367#   0.921&   2.677&   1.424&   5.960#  33.28 "  81.71 "  38.38 "   9.369#  10.96 #   7.950#     8
           9      1.306&   3.764&   0.904&   7.085&   1.354&   5.241#  23.92   104.8  "  32.53     8.662#   9.028#   5.855#     9
          10      1.211&   3.331&   0.890&  16.70 #   1.460&   4.732#  18.91 #  83.66 "  37.16 "   8.088#   7.942#   4.649#    10
          11      1.185&   2.812&   0.942&   9.253#   1.450&   4.387#  14.73 #  62.21 "  42.42 "   7.620#   6.973#   3.821&    11
          12      1.145&   2.766&   0.946&   8.227#   1.301&   4.277#  12.45 #  49.73 " 105.1  "   7.194#   6.742#   3.447&    12
          13      1.124&   2.820&   0.985&   5.877#   1.260&   4.174#  10.86 #  42.26 "  90.06 "   7.007#   5.997#   3.229&    13
          14      1.189&   2.675&   3.106&   4.509#   1.255&   3.832&   9.952#  37.23 "  69.97 "   9.824#   5.768#   3.113&    14
          15      1.206&   2.064&   1.380&   3.402&   1.181&   3.604&   9.263#  33.41    52.42 "  12.01 #   6.028#   2.971&    15
          16      1.103&   1.702&   1.190&   2.720&   4.346&   3.393&   8.487#  29.44    42.12 "  10.08 #   5.499#   2.960&    16
          17      1.100&   1.400&   1.289&   2.379& 103.7  &   3.245&   7.945#  59.37 "  36.14     8.401#   5.222#   2.711&    17
          18      1.065&   1.333&   3.927&   2.142& 143.4  "   7.346&   7.767# 101.8  "  32.26     8.556#   5.350#   2.431&    18
          19      1.043&   1.306&   1.780&   2.036&  54.99 "  18.41 #   8.321#  99.10 "  29.29    10.48 #   5.458#   2.386&    19
          20      1.039&   1.220&   1.900&   1.870&  31.12 "  47.82 " 201.9  & 163.4  "  25.93     9.798#   4.631#   2.344&    20
          21      0.990&   1.149&   2.014&   1.691&  18.12 # 199.7  " 229.9  " 176.9  "  24.16     9.094#   4.127&   2.228&    21
          22      0.941&   1.080&   1.745&   1.743&  13.12 # 183.2  " 153.9  " 186.8  "  21.97     8.556#   3.854&   2.012&    22
          23      1.007&   1.023&   1.509&   1.680&  12.04 # 111.5  " 116.6  " 139.1  "  20.20 #   7.689#   3.691&   2.118&    23
          24      1.013&   0.996&   1.368&   1.514&   9.791#  63.14 "  79.35 "  96.33 "  18.02 #   7.632#   3.832&   2.028&    24
          25      0.994&   1.157&   1.408&   1.490&   7.966#  38.89 "  60.56 "  73.20 "  17.16 #   6.670#   3.579&   1.925&    25
          26      0.978&   1.144&   1.275&   1.564&   6.810#  26.89    46.05 "  59.08 "  16.81 #   6.766#   3.294&   1.793&    26
          27      1.043&   1.070&   1.495&   1.477&   6.062#  20.36 #  37.36 "  50.19 "  15.62 #   6.605#   3.309&   1.621&    27
          28      1.160&   0.999&   1.145&   1.381&   5.530#  16.30 #  33.92    44.84 "  14.47 #   6.104#   3.161&   1.486&    28
          29     14.11 &            1.279&   1.443&   5.306#  13.83 #  36.91 "  48.36 "  13.97 #   5.773#   3.084&   1.355&    29
          30     18.18 #            1.294&   1.492&   5.047#  12.18 #  45.83 "  89.12 "  12.59 #  14.44 #   3.063&   1.397&    30
          31      5.765#            1.176&            4.769#          118.4  "  72.77 "           71.80 "            1.378&    31

          Mean    2.355&   4.379&   1.372&   3.121&  14.70 &  28.70 &  46.25 &  76.05 "  38.11 #  11.32 #  10.86 &   3.586&
        Median    1.185&   2.369&   1.190&   1.717&   4.346&   8.022&  18.91 &  62.21 "  36.65 #   9.094#   5.633&   2.843&
       Maximum   18.18 &  35.90 &   3.927&  16.70 & 143.4  & 199.7  & 229.9  & 186.8  " 105.1  #  71.80 #  53.41 &  11.61 &
       Minimum    0.941&   0.996&   0.890&   1.005&   1.181&   3.245&   7.767&  28.57 "  12.59 #   5.773#   3.063&   1.355&
         Total   72.99 & 122.6  &  42.53 &  93.64 & 455.9  & 861.1  &1433    &2357    "1143    # 351.0  # 325.9  & 111.1  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     20.19 &                " ... Relative Uncertainty +/-10%
 Ann. Median      5.877&                # ... Relative Uncertainty +/-15%
Annual Total   7372    &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     229.9  &      0.890&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.297&   5.465#   0.939&   1.442&  10.77 #  28.39    43.33 "  52.43 " 118.0  "  72.33 "  21.16 #   4.844#     1
           2      1.266&   4.008&   0.921&   1.237&   7.912#  24.20    35.39    47.02 "  98.76 "  72.69 "  18.82 #   4.975#     2
           3      1.174&   3.399&   1.123&   1.115&   7.147#  21.75    30.39    42.29 "  83.56 "  64.38 "  17.63 #   5.105#     3
           4      1.178&   3.280&   0.836&   0.949&   6.404#  36.08 "  26.13    56.05 "  74.74 "  58.74 "  16.46 #   5.139#     4
           5      1.176&   2.525&   0.873&   0.922&   5.798#  27.34    23.49    57.43 "  67.63 "  54.93 "  15.07 #   5.021#     5
           6      1.135&   1.950&   1.704&   0.983&   8.003#  27.61 "  21.75    51.03 "  62.39 "  52.32 "  14.64 #   5.274#     6
           7      1.054&   2.467&   1.113&   1.205&  57.24 "  87.84 "  22.38    72.25 "  90.24 "  68.59 "  13.64 #   5.005#     7
           8      1.211&   1.642&   0.748&   1.252&  31.91 "  59.54 " 118.1  " 135.7  " 106.5  " 110.5  "  12.59 #   4.606#     8
           9      1.116&   1.198&   0.697&   1.618&  21.02 #  43.85 " 223.8  & 148.4  "  92.98 " 138.8  "  12.27 #   4.281#     9
          10      1.082&   1.146&   0.658&   2.314&  13.39 #  38.87 " 352.9  & 132.3  "  79.91 " 104.8  "  11.77 #   4.223#    10
          11      1.164&   1.075&   0.702&   2.666&   9.704#  35.96 " 240.4  " 110.6  "  69.63 "  78.18 "  13.33 #   4.183#    11
          12      1.550&   1.025&   0.844&   3.471&   8.015#  38.38 " 150.1  " 104.4  "  60.33 "  62.75 "  12.83 #   6.423#    12
          13      1.569&   1.005&   1.671&   2.712&   7.048#  96.12 " 102.5  "  84.15 "  52.59 "  56.33 "  12.38 #   6.974#    13
          14      1.405&   1.560&   1.072&   2.620&  14.24 #  75.17 "  76.65 "  70.58 "  46.86 "  51.37 "  11.76 #   5.688#    14
          15      1.220&   1.259&   0.729&   2.930&  17.10 #  55.24 "  62.97 "  64.85 "  46.01 "  61.63 "  12.22 #   4.610#    15
          16      1.033&   0.882&   0.745&   2.278&   9.541#  41.90 "  83.90 "  60.53 "  47.41 "  60.03 "  17.24 #   4.054&    16
          17      0.955&   0.927&   0.720&   2.013&   8.520#  33.45   165.1  " 127.7  "  44.86 "  50.12 "  17.17 #   3.829&    17
          18      1.029&   0.896&   0.683&  12.25 &   8.611#  28.15   169.9  " 182.5  "  49.45 "  43.68 "  12.68 #   3.752&    18
          19      3.874&   0.895&   1.336&  55.83 #   8.976#  34.43 " 120.9  " 138.2  "  92.36 "  40.30 "  12.13 #   3.652&    19
          20      6.421&   1.080&   1.836&  19.48 #   7.618#  53.01 "  89.96 " 173.3  "  72.53 "  39.17 "  11.50 #   3.902&    20
          21      9.378#   1.723&   1.045&   8.058# 106.5  #  42.25 " 156.5  " 148.5  "  57.24 "  34.84    10.49 #   3.374&    21
          22      7.806#   1.240&   0.773&   5.027# 118.5  "  36.75   168.7  " 179.4  "  55.25 "  32.42     9.958#   3.346&    22
          23      8.111#   0.986&   0.723&   3.691&  87.45 "  36.09 " 127.5  " 144.5  "  57.46 "  31.59     9.030#   3.207&    23
          24      6.674#   0.994&   0.733&   3.030& 220.4  "  28.93    95.53 " 107.8  "  51.72 "  29.14     7.909#   3.164&    24
          25      5.377#   1.093&   0.710&  15.56 & 177.7  "  54.95 "  75.87 "  86.76 " 121.4  "  27.09     7.212#   3.128&    25
          26      3.933&   1.180&   3.419&  44.87 " 114.8  "  54.58 "  63.71 "  82.42 " 103.8  "  25.20     6.409#   3.077&    26
          27      3.387&   1.273&   2.739&  27.33 #  74.44 "  41.82 "  56.64 " 300.6  & 110.4  "  23.88     6.075#   3.581&    27
          28      3.704&   1.845&   1.411&  16.78 #  80.82 "  59.69 "  52.46 " 323.9  & 117.1  "  23.22     5.899#   3.544&    28
          29      2.864&   1.229&   0.917&  13.98 #  59.98 "  71.43 "  47.83 " 220.4  "  94.22 "  23.98     5.909#   3.339&    29
          30      5.578&            1.062&  12.56 #  44.46 "  55.95 "  45.64 " 151.3  "  76.98 "  28.20     5.058#   3.114&    30
          31      8.055#            1.502&           34.48             61.62 " 134.8  "           22.99              3.007&    31

          Mean    3.122&   1.698&   1.129&   9.008&  44.79 #  45.66 " 100.4  & 122.3  &  76.75 "  53.04 "  12.04 #   4.239&
        Median    1.405&   1.229&   0.917&   2.821&  14.24 #  40.34 "  76.65 & 110.6  &  73.64 "  51.37 "  12.24 #   4.054&
       Maximum    9.378&   5.465&   3.419&  55.83 & 220.4  #  96.12 " 352.9  & 323.9  & 121.4  " 138.8  "  21.16 #   6.974&
       Minimum    0.955&   0.882&   0.658&   0.922&   5.798#  21.75 "  21.75 &  42.29 &  44.86 "  22.99 "   5.058#   3.007&
         Total   96.77 &  49.24 &  34.98 & 270.2  &1388    #1369    "3112    &3792    &2302    "1644    " 361.3  # 131.4  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     39.76 &                " ... Relative Uncertainty +/-10%
 Ann. Median     14.11 &                # ... Relative Uncertainty +/-15%
Annual Total   14555   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     352.9  &      0.658&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      2.866&   3.904&   8.918#   5.196#   2.521&   8.133#  63.45 # 211.4  "  71.26 "  55.58 "  16.30 #   4.896#     1
           2      2.615&   4.589#  16.83 #   4.532#   2.573&   7.859#  88.43 " 167.0  "  70.05 "  49.93 "  14.47 #   4.595#     2
           3      2.618&   3.798&  16.61 #   3.972&   2.376&   7.370#  61.90 " 124.4  "  57.93 "  43.45 "  13.17 #   4.298#     3
           4      2.598&   2.948&  12.66 #   4.222&   2.291&   7.049#  39.78 " 117.4  "  51.00 "  38.23 "  13.34 #   6.496#     4
           5      2.397&   2.660&   9.623#   5.189#   9.046#   6.428#  68.22 "  96.82 "  47.17 "  35.19    11.97 #   7.223#     5
           6      2.383&   2.235&   8.812#   4.519#  10.02 #   6.117#  75.12 "  77.55 "  44.35 "  33.29    10.47 #   6.016#     6
           7      2.323&   2.108&   8.472#   4.863#   5.327#   6.010# 139.6  "  65.74 "  41.32 "  34.92     9.874#   5.007#     7
           8      2.464&   2.237&   7.416#   4.690#   4.116&   5.785# 110.5  "  84.56 "  39.53 "  32.87     8.997#   4.474#     8
           9      2.270&   3.250&   7.036#   4.761#   3.919&   5.209#  72.10 " 351.3  &  38.04    31.21     8.557#   4.205#     9
          10      2.453& 302.2  &   7.317#   4.691#   3.867&   4.721#  48.42 " 361.2  &  37.17    28.50     8.131#   4.107#    10
          11      2.388& 259.6  &   6.314#   4.991#   3.557&   4.560#  40.98 " 249.7  "  40.31 "  28.37     7.972#   3.958#    11
          12      2.026& 156.8  "  15.97 #   4.542#   3.318&   4.384#  46.26 " 344.4  &  40.89 "  27.11     7.910#   4.109#    12
          13      2.082&  89.85 "  32.45 #   3.935&   3.262&   4.173#  67.12 " 339.3  &  38.00 "  25.16     9.955#   3.864&    13
          14      2.056&  57.97 "  18.45 #   4.042&   3.242&  15.79 #  62.92 " 304.4  "  35.43    25.03     8.659#   3.437&    14
          15      1.904&  42.82 "  16.62 #   4.035&  10.18 &  10.13 #  53.81 " 264.6  "  34.71    23.45     7.098#   3.349&    15
          16      1.825&  30.94 "  13.35 #   3.775&  13.81 #   5.976#  75.96 " 235.7  "  33.30    31.89 "   6.819#   3.416&    16
          17      1.901&  24.36 "   9.301#   3.766&   7.362#   5.133#  75.79 " 184.6  "  31.30    53.22 "   6.981#  11.15 &    17
          18      2.329&  19.11 #   9.752#   4.148#   4.963#   4.845#  52.01 " 147.2  "  29.98    62.43 "   7.842#  21.21 #    18
          19      2.119&  16.16 #   7.805#   3.616&  18.09 #   4.649#  74.04 " 155.6  "  28.82    46.16 "   9.571#  17.25 #    19
          20      1.869&  14.36 #   8.219#   3.250&  38.88 "   4.595# 147.4  " 135.1  "  33.19 "  31.91     8.165#  11.84 #    20
          21      1.817&  16.90 #   8.619#   3.255&  69.31 "   8.378# 142.9  " 112.0  "  58.64 "  26.47     7.891#   9.235#    21
          22      1.982&  13.35 #  10.27 #   3.544&  55.97 " 131.1  " 175.4  "  96.72 "  79.50 "  28.13     6.968#   7.402#    22
          23      2.016&  13.04 #   9.394#   3.026&  43.01 "  68.93 " 143.2  "  84.29 "  75.04 "  22.84     6.653#   6.266#    23
          24      1.895&  13.18 #   7.946#   2.872&  28.83    46.02 " 123.6  "  75.35 "  92.87 "  20.55 #   6.078#   5.422#    24
          25      2.060&  11.15 #   7.097#   3.308&  20.26 #  29.86   100.3  "  69.77 " 209.7  "  19.67 #   5.801#   4.696#    25
          26      1.802&  10.26 #   6.432#   3.603&  17.59 #  19.32 #  85.48 "  64.46 " 177.8  "  23.86 #   5.573#   4.516#    26
          27      1.685&   9.479#   5.683#   3.409&  16.04 #  14.82 #  77.38 "  59.52 " 112.3  "  29.36     5.627#   4.280#    27
          28      1.525&   9.842#   6.761#   3.519&  11.69 #  11.50 # 134.9  "  55.33 "  94.02 "  26.69     5.842#   3.880&    28
          29      1.638&            5.794#   3.012&  10.49 #  10.34 # 128.1  "  59.59 "  86.15 "  23.77     5.376#   3.613&    29
          30      6.397&            5.227#   2.674&   9.445#  11.89 # 140.1  "  57.05 "  64.80 "  19.85 #   5.152#   3.503&    30
          31      4.699&            5.292#            8.558#          143.7  "  57.78 "           17.42 #            3.263&    31

          Mean    2.355&  40.68 &  10.33 #   3.965&  14.32 &  16.03 #  92.24 # 155.1  &  63.15 "  32.14 #   8.575#   6.161&
        Median    2.082&  13.11 &   8.619#   3.953&   9.046&   7.210#  75.96 # 117.4  &  45.76 "  28.50 #   7.941#   4.516&
       Maximum    6.397& 302.2  &  32.45 #   5.196&  69.31 & 131.1  # 175.4  # 361.2  & 209.7  "  62.43 #  16.30 #  21.21 &
       Minimum    1.525&   2.108&   5.227#   2.674&   2.291&   4.173#  39.78 #  55.33 &  28.82 "  17.42 #   5.152#   3.263&
         Total   73.00 &1139    & 320.4  # 118.9  & 443.9  & 481.1  #2859    #4810    &1894    " 996.6  # 257.2  # 190.9  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     37.22 &                " ... Relative Uncertainty +/-10%
 Ann. Median     10.13 &                # ... Relative Uncertainty +/-15%
Annual Total   13586   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     361.2  &      1.525&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      3.318&   9.221#   3.530&   2.467&   3.935&  32.79 "  49.90 " 158.2  " 121.2  "  33.28    14.41 #   5.951#     1
           2      3.394&   8.662#   3.391&   2.429&   4.869&  22.34 # 100.8  " 312.7  &  99.22 "  28.93    13.69 #   5.798#     2
           3      3.415&   8.257#   3.347&   2.412&   5.592#  15.52 # 222.2  " 309.7  &  86.47 "  29.15 "  13.51 #   5.403#     3
           4      3.367&   7.923#   3.170&   2.378&   4.944#  12.49 # 199.4  " 508.4  &  86.88 "  37.40 "  13.44 #   5.655#     4
           5      3.075&   7.575#   2.940&   2.453&   4.077&  20.13 # 197.7  " 453.0  &  90.08 "  35.52    14.49 #   5.405#     5
           6      3.013&   7.468#   2.908&   2.293&   4.198&  35.67 " 162.2  " 299.6  &  82.00 "  30.77    13.28 #   5.357#     6
           7      2.983&   7.346#   3.006&   2.202&   5.675#  74.25 " 111.5  " 234.2  "  77.94 "  27.48    12.39 #   5.178#     7
           8      2.832&   6.902#   3.049&   2.169&   4.664#  46.84 "  81.16 " 196.6  "  78.85 "  23.99    12.40 #   5.287#     8
           9      2.737&   6.437#   2.922&   2.156&   3.517&  38.11 "  64.77 " 360.5  &  71.24 "  27.06 "  11.72 #   5.074#     9
          10      3.033&   6.011#   2.729&   2.350&   3.096& 134.5  "  54.31 " 423.2  &  67.75 "  55.94 "  10.83 #   4.856#    10
          11      2.996&   5.494#   2.501&   2.441&   2.810& 123.8  "  47.29 " 294.4  &  71.56 "  48.03 "  10.37 #   5.009#    11
          12      3.045&   4.990#   2.830&   2.942&   2.594&  80.87 "  42.53 " 222.4  "  65.45 "  35.03 "   9.717#   4.716#    12
          13      2.956&   4.811#   2.673&   2.989&   2.432&  55.89 "  50.24 " 175.4  "  60.63 "  29.95     9.086#   4.610#    13
          14      2.809&   4.721#   2.879&   3.205&   2.298&  38.12 "  56.75 " 259.9  "  59.71 "  60.09 "   8.875#   4.303#    14
          15     66.35 &   4.379#   3.062&   3.033&   2.200&  28.29   105.0  " 261.2  "  53.52 "  57.92 "   8.708#   4.411#    15
          16    313.4  &   4.117#   3.086&   2.915&   2.138&  22.66   106.3  " 203.3  "  50.40 "  42.62 "   8.207#   4.315#    16
          17    213.7  "   4.039#   2.988&   3.078&   2.118&  19.29 #  97.51 " 166.6  "  48.11 "  33.38     8.059#   4.247#    17
          18    126.9  "   4.126#   2.713&   3.345&   2.042&  43.52 #  75.30 " 139.5  "  44.25 "  39.96 "   8.019#   4.246#    18
          19     76.34 "   4.116#   2.530&   3.356&   2.007&  41.91 "  71.79 " 121.9  "  42.94 "  45.17 "   7.561#   3.981&    19
          20     51.32 "   3.981#   2.550&   3.682&   1.958&  39.52 "  58.32 " 109.1  "  41.43 "  39.14 "   7.345#   3.826&    20
          21     38.32 "   3.961&   2.666&   3.784&   1.958&  42.09 "  98.61 " 115.1  "  39.53 "  33.96 "   7.010#   3.670&    21
          22     28.43     3.872&   2.738&   8.985&   2.032&  36.91 " 215.7  " 110.1  "  39.00 "  29.55     7.112#   3.325&    22
          23     21.87 #   3.659&   2.731&  21.75 #   1.988&  27.89   189.4  "  89.84 "  37.05    27.88     9.237#   3.438&    23
          24     19.27 #   3.512&   2.805&  13.39 #   8.364&  21.62 # 132.8  "  78.98 "  34.84    25.44     8.338#   3.379&    24
          25     16.83 #   3.421&   2.824&   8.792#  92.62 "  18.02 # 142.2  "  72.74 "  32.70    24.06     7.636#   3.386&    25
          26     15.12 #   3.343&   2.890&   6.551# 139.0  "  16.27 # 302.3  "  68.05 "  32.17    21.28 #   7.213#   3.190&    26
          27     13.98 #   3.316&   3.055&   5.517# 102.7  " 157.4  " 252.5  "  64.32 "  30.52    21.21     7.077#   3.314&    27
          28     13.33 #   3.458&   3.100&   4.672#  50.43 " 197.4  " 185.4  " 116.9  "  27.79    19.47 #   6.562#   3.388&    28
          29     12.23 #            2.750&   4.185#  29.97   109.8  " 136.8  " 213.8  "  32.58 "  16.65 #   6.354#   3.189&    29
          30     10.75 #            2.386&   3.902&  18.57 #  68.12 " 122.6  " 233.9  "  37.62    15.83 #   6.077#   3.308&    30
          31      9.907#            2.344&           25.74 #          111.3  " 161.6  "           15.21 #            2.958&    31

          Mean   35.20 &   5.326&   2.874&   4.528&  17.43 &  54.08 # 124.0  " 210.8  &  58.12 "  32.62 #   9.626#   4.328&
        Median   10.75 &   4.550&   2.879&   3.056&   3.935&  38.11 # 106.3  " 196.6  &  51.96 "  29.95 #   8.791#   4.303&
       Maximum  313.4  &   9.221&   3.530&  21.75 & 139.0  & 197.4  # 302.3  " 508.4  & 121.2  "  60.09 #  14.49 #   5.951&
       Minimum    2.737&   3.316&   2.344&   2.156&   1.958&  12.49 #  42.53 "  64.32 &  27.79 "  15.21 #   6.077#   2.958&
         Total 1091    & 149.1  &  89.09 & 135.8  & 540.5  &1622    #3845    "6536    &1743    "1011    # 288.7  # 134.1  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     47.09 &                " ... Relative Uncertainty +/-10%
 Ann. Median     12.40 &                # ... Relative Uncertainty +/-15%
Annual Total   17188   &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     508.4  &      1.958&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      3.107&   1.610&   1.530&   1.219&   2.700&   1.776&  87.34 "  24.06   197.4  "  15.90 #  46.99 "   3.516&     1
           2      3.151&   1.652&   1.577&   1.270&   2.256&   1.596&  64.09 "  22.70   180.6  "  14.01 #  38.53 "   3.276&     2
           3      3.240&   1.755&   1.516&   1.186&   1.950&   1.481&  50.11 "  22.18   188.1  "  14.38 #  28.73     3.147&     3
           4      3.114&   1.695&   1.327&   1.266&   1.973&   1.434& 122.5  "  24.85   156.8  "  26.62 #  18.85 #   3.037&     4
           5      2.948&   1.712&   1.434&   1.226&   2.087&   1.437& 335.2  & 104.2  " 118.5  "  51.51 "  13.86 #   3.090&     5
           6      2.794&   1.649&   1.478&   1.267&   5.355&   1.478& 259.5  " 166.0  "  92.95 "  32.26    11.50 #   2.884&     6
           7      2.558&   1.576&   1.729&   1.261&   7.093#  55.30 & 178.9  " 125.6  "  76.68 "  22.62     9.975#   2.824&     7
           8      2.517&   1.417&   1.672&   1.166&   4.179&  55.36 " 118.8  "  80.26 "  65.63 "  17.19 #   8.846#   2.745&     8
           9      2.588&   1.415&   2.368&   1.160&   3.173&  96.49 "  87.47 "  58.17 "  58.60 "  14.49 #   7.980#   2.631&     9
          10      2.415&   1.441&   2.254&   1.150&   2.570&  85.24 "  69.94 "  45.89 "  49.71 "  13.51 #   7.634#   2.700&    10
          11      2.604&   1.263&   1.780&   1.189&   2.324&  92.06 "  58.01 "  39.23 "  44.36 "  12.30 #   7.210#   2.451&    11
          12      2.437&   1.327&   2.159&   1.153&   2.234&  72.99 "  49.30 "  34.70    41.10 "  13.10 #   6.467#   2.199&    12
          13      2.650&   1.333&   2.052&   1.152&   2.219&  47.06 "  42.87 "  54.77 "  37.00 "  12.97 #   5.869#   1.944&    13
          14      2.722&   1.491&   1.962&   1.226&   2.277&  38.25 "  37.85 "  71.91 "  35.71    12.76 #   5.508#   2.262&    14
          15      2.880&   1.563&   1.674&   3.945&   2.159&  32.07    34.74    70.37 "  33.53    11.52 #   5.385#   2.086&    15
          16      2.690&   1.702&   1.633&   2.218&   2.779&  24.29    32.12    78.55 "  32.00    10.41 #   5.146#   1.888&    16
          17      2.477&   1.555&   1.523&   1.533&   2.411&  17.23 #  30.72   202.2  "  29.70    10.67 #   4.902#   2.019&    17
          18      2.279&   1.404&   1.433&   1.410&   2.576&  12.60 #  30.45   133.4  "  32.25 "  12.02 #   5.022#   2.070&    18
          19      2.054&   1.426&   1.425&  11.75 &   2.532&  10.33 #  94.77 "  89.67 "  47.74 "  13.80 #   4.881#   2.161&    19
          20      1.937&   1.362&   1.448&  17.99 #   4.772&   8.929# 170.7  "  65.47 "  36.27 "  14.54 #   5.042#   2.326&    20
          21      1.907&   1.456&   1.545&   8.510#   5.528#   8.140# 112.5  "  53.98 "  31.38    11.36 #   4.899#   2.369&    21
          22      2.302&   1.421&   1.510&   6.386#   3.875&  52.23 #  95.16 "  61.57 "  27.29     9.529#   4.680#   2.191&    22
          23      2.372&   1.489&   1.437&   5.141#   3.365& 330.9  &  69.37 " 168.9  "  25.00     9.063#   4.612#   2.115&    23
          24      2.799&   1.443&   1.452&   3.937&   3.136& 171.9  "  55.98 " 126.3  "  23.08     8.650#   4.546#   2.082&    24
          25      2.778&   1.433&   1.353&   3.355&   2.744&  92.16 "  47.47 "  88.07 "  22.24     7.789#   4.318#   1.975&    25
          26      2.996&   1.524&   1.357&   2.876&   2.473&  66.25 "  41.59 "  65.56 "  21.33     7.522#   4.481#   1.935&    26
          27      2.544&   1.492&   1.265&   2.696&   2.312& 134.7  "  41.02 "  53.54 "  19.15 #   7.305#   4.333#   1.956&    27
          28      2.026&   1.564&   1.250&   2.425&   2.155& 127.8  "  36.24 "  47.17 "  19.02 #   7.324#   4.027&   1.812&    28
          29      1.931&            1.177&   2.393&   2.034&  93.13 "  32.17    57.82 "  18.14 #   6.880#   3.533&   1.896&    29
          30      1.907&            1.229&   2.341&   1.979&  76.38 "  29.27   154.6  "  17.34 #   8.774#   3.388&   1.672&    30
          31      1.750&            1.229&            1.935&           26.41   224.8  "           39.18 #            1.492&    31

          Mean    2.531&   1.506&   1.573&   3.194&   2.940&  60.37 &  82.03 &  84.41 "  59.29 #  15.16 #   9.706&   2.347&
        Median    2.558&   1.490&   1.510&   1.472&   2.473&  49.64 &  55.98 &  65.56 "  35.99 #  12.76 #   5.266&   2.191&
       Maximum    3.240&   1.755&   2.368&  17.99 &   7.093& 330.9  & 335.2  & 224.8  " 197.4  #  51.51 #  46.99 &   3.516&
       Minimum    1.750&   1.263&   1.177&   1.150&   1.935&   1.434&  26.41 &  22.18 "  17.34 #   6.880#   3.388&   1.492&
         Total   78.47 &  42.16 &  48.77 &  95.81 &  91.15 &1811    &2542    &2616    "1778    # 470.0  # 291.1  &  72.75 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     27.23 &                " ... Relative Uncertainty +/-10%
 Ann. Median      4.318&                # ... Relative Uncertainty +/-15%
Annual Total   9940    &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     335.2  &      1.150&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.631&   1.055&   2.577&   1.389&   1.694&  45.84 " 100.7  "  25.68    48.00 "  21.46 #  35.18 #  10.46 #     1
           2      1.679&   1.021&   1.882&   1.398&   1.623&  27.94    67.62 "  26.93 "  43.77 "  20.43 #  39.05 "   8.929#     2
           3      1.688&   0.987&   1.509&   1.360&   1.710&  18.57 #  49.99 "  35.87 "  31.68    19.81 #  27.84     8.039#     3
           4      1.572&   0.844&   1.229&   1.327&   2.003&  13.20 #  38.83 "  35.95 "  24.37    17.65 #  17.01 #   7.427#     4
           5      1.552&   0.828&   1.073&   1.290&   7.679&  10.21 #  32.22    28.87    21.22 #  15.65 #  11.01 #   6.708#     5
           6      1.382&   0.806&   1.020&   1.263&  20.53 #   8.642#  33.96 "  23.16    48.41 #  14.12 #   8.947#   6.163#     6
           7      1.383&   0.784&   1.045&   1.247&  14.60 #   9.231#  35.96 "  19.90 # 185.5  "  18.45 #   7.625#   5.736#     7
           8      1.529&   0.795&   1.036&   1.059&  11.12 #   8.468#  36.92 "  17.89 # 145.2  "  44.97 "   6.997#   5.247#     8
           9      1.456&   0.827&   0.979&   0.987&   7.597#   7.267#  31.44    53.35 #  88.92 "  35.80    38.55 #   5.449#     9
          10      1.479&   0.774&   0.976&   0.912&   5.122#   6.634#  25.73   136.9  "  75.07 "  27.26    72.76 "   4.787#    10
          11      1.323&   0.810&   0.966&   0.869&   4.285#  16.73 #  20.97 # 127.6  "  53.41 "  20.17 #  62.23 "   4.634#    11
          12      1.314&   0.815&   0.964&   0.970&   3.793&  27.91    18.41 #  96.66 "  41.69 "  15.46 #  39.17 "   4.202#    12
          13      1.190&   0.860&   0.950&   0.859&   3.449&  23.52 #  27.93 #  69.41 "  34.15    13.60 #  43.98 "   4.389#    13
          14      1.143&   0.839&   1.056&   0.816&   3.152&  28.01   134.9  "  54.17 "  29.77    12.29 #  46.62 "   4.524#    14
          15      1.137&   0.950&   2.919&   0.919&   2.931&  20.70 # 106.5  "  51.51 "  26.70    11.29 #  61.22 "   4.044#    15
          16      1.146&   0.891&   5.308&   1.044&   2.795&  13.83 #  79.84 " 127.2  "  23.71    10.79 #  50.67 "   4.013&    16
          17      1.079&   0.800&   5.118&   1.047&   2.586&  17.19 # 134.9  " 152.7  "  21.05 #  10.01 #  35.14 "   3.621&    17
          18      1.119&   0.761&  14.90 #   1.107&   2.506&  45.45 " 118.2  " 124.1  "  18.67 #   9.813#  25.16     3.646&    18
          19      1.076&   0.857&   6.539#   4.078&   2.332&  30.53    88.18 "  93.05 "  24.91 #   9.002#  19.11 #   3.272&    19
          20      0.954&   0.786&   4.499#   4.950&   2.343&  22.04 #  63.76 "  70.71 "  40.74 "   8.069#  15.85 #   3.151&    20
          21      0.886&   0.775&   3.520&   3.246&   2.390&  18.72 #  50.38 "  56.15 "  39.71 "   7.571#  13.43 #   3.194&    21
          22      0.988&   0.798&   2.670&   2.753&   2.367&  17.60 #  42.42 "  47.59 "  32.47     6.758#  11.89 #   2.920&    22
          23      1.046&   0.825&   2.113&   2.724&   2.337&  40.11 "  42.24 "  41.45 "  25.95     6.531#  10.47 #   2.820&    23
          24      1.081&   2.229&   1.720&   2.325&   4.546&  34.00 "  35.04    36.84 "  21.64 #   6.070#   9.355#   2.492&    24
          25      1.003&   1.492&   1.628&   2.357&  32.80 #  29.22    30.73    32.65    18.63 #   5.989#   8.883#   2.445&    25
          26      1.014&   1.223&   1.286&   2.276&  33.17 "  23.27    39.15 "  28.63    21.92 #   6.677#   8.071#   2.260&    26
          27      0.943&   1.420&   1.160&   2.460&  15.36 #  73.29 "  44.07 "  25.79    23.31     6.450#   7.832#   1.999&    27
          28      0.888&   3.017&   1.451&   2.459&  30.80 # 147.2  "  58.26 "  24.93    25.04     6.154#   7.216#   1.923&    28
          29      0.876&   1.676&   1.429&   2.183& 133.9  " 216.9  "  45.98 "  23.31    28.28     5.539#   7.251#   1.863&    29
          30      0.973&            1.529&   1.898& 114.0  " 146.8  "  37.76 "  20.24 #  23.68     5.299#  12.81 #   1.700&    30
          31      0.963&            1.391&           67.35 "           30.78    19.88 #            5.163#            1.954&    31

          Mean    1.209&   1.053&   2.466&   1.786&  17.51 &  38.31 #  54.97 #  55.78 #  42.92 #  13.68 #  25.38 #   4.323&
        Median    1.137&   0.839&   1.451&   1.344&   3.793&  22.66 #  42.24 #  36.84 #  29.03 #  10.79 #  16.43 #   4.013&
       Maximum    1.688&   3.017&  14.90 &   4.950& 133.9  & 216.9  # 134.9  # 152.7  # 185.5  #  44.97 #  72.76 #  10.46 &
       Minimum    0.876&   0.761&   0.950&   0.816&   1.623&   6.634#  18.41 #  17.89 #  18.63 #   5.163#   6.997#   1.700&
         Total   37.49 &  30.54 &  76.44 &  53.57 & 543.0  &1149    #1704    #1729    #1287    # 424.3  # 761.4  # 134.0  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     21.67 &                " ... Relative Uncertainty +/-10%
 Ann. Median      7.584&                # ... Relative Uncertainty +/-15%
Annual Total   7931    &                & ... Relative Uncertainty +/-30%

                Maximum     Minimum
      Daily     216.9  &      0.761&







         Department of Water and Environmental Regulation                                             HYDAY V139  Output 21/04/2021

         Site     616092          Southern River - Anaconda Drive Huntingdale                                    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      1.814&   0.919&  15.53 &   4.317#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      1
           2      1.804&   0.957&  27.66 #   4.146#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      1.599&   0.987&  15.19 #   4.222#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      1.676&   0.988&  14.78 #   4.207#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      1.599&   0.954&  12.99 #   4.409#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      1.782&   1.815&   8.897#   4.622#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      1.821&   7.600&   7.381#   4.662#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      1.882&  21.41 #   6.541#   4.849#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      1.812&  11.81 #   5.922#   4.563#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      1.801&   7.307#   5.392#   4.487#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      1.488&   5.657#   5.072#   9.386#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      1.498&   4.452#   5.090#  19.18 #   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      1.385&   3.717&   4.684#  11.73 #   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      1.384&   3.233&   4.427#   8.481#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      1.402&   3.126&   4.313#   7.149#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      1.309&   3.498&   4.239#   6.449#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      1.252&   4.009&   4.224#   5.985#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      1.051&   3.853&   4.224#   5.652#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      0.987&   3.360&   4.037#   5.565#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      1.042&   2.978&   4.005&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      1.090&   2.469&   3.742&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      1.210&   2.500&   3.619&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      1.130&   2.719&   3.687&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      1.212&   2.640&   3.631&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      1.187&   3.017&   3.875&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      1.223&   3.351&   3.797&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      1.232&   3.584&   3.984&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      1.224&   3.559&   3.934&   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      1.169&            4.003#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      1.084&            4.011#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      1.005&            4.134#            [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    1.392&   4.160&   6.679&   6.530#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    1.309&   3.292&   4.239&   4.849#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    1.882&  21.41 &  27.66 &  19.18 #   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    0.987&   0.919&   3.619&   4.146#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total   43.15 & 116.4  & 207.0  & 124.0  #   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days        0        0        0       11       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      4.502&                # ... Relative Uncertainty +/-15%
 Ann. Median      3.742&                & ... Relative Uncertainty +/-30%
Annual Total    490.7  &                [ ... Not Available
Missing Days        256

                Maximum     Minimum
      Daily      27.66 &      0.919&