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Total Daily Discharge report

         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          1991
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      [   ]    [   ]    [   ]    0.213^   0.202^  73.25 " 153.9  #1049    $  33.50 "  19.15 "   4.240&   1.604&     1
           2      [   ]    [   ]    [   ]    0.175^   0.193^  30.03 "1246    &1103    #  28.94 "  15.23 "   4.301&   1.583&     2
           3      [   ]    [   ]    [   ]    0.118^   0.161^ 279.8  # 564.1  #1031    #  29.22 "  13.69 "   4.239&   1.523&     3
           4      [   ]    [   ]    [   ]    0.100^   0.181^ 472.1  # 278.2  # 594.3  #  28.45 "  13.60 "   4.878&   1.365&     4
           5      [   ]    [   ]    [   ]    0.097^   0.188^ 182.3  # 492.5  # 332.7  #  26.24 "  17.13 "   7.603$   1.252&     5
           6      [   ]    [   ]    [   ]    0.092^   0.177^  60.44 " 395.6  # 166.8  "  33.69 "  14.38 "   7.992$   1.169&     6
           7      [   ]    [   ]    0.427^   0.084^   0.148^  27.81 " 154.3  " 112.3  "  56.96 "  12.71 "   4.359&   1.099&     7
           8      [   ]    [   ]    0.418^   0.085^   0.159^  16.70 "  92.60 "  84.49 " 581.0  #  11.53 "   3.505&   0.988&     8
           9      [   ]    [   ]    0.397^   0.582^   0.161^  11.62 "  83.12 "  67.87 " 694.2  #  10.44 "   3.116&   0.916&     9
          10      [   ]    [   ]    0.392^   2.275&   0.170^  45.19 "  84.59 "  55.22 " 242.9  #   9.625"   2.759&   0.783&    10
          11      [   ]    [   ]    0.362^   1.487&   0.169^  49.32 "  59.77 "  45.18 "  96.27 "   8.806"   2.539&   0.649&    11
          12      [   ]    [   ]    0.339^   0.477^   0.163^ 205.3  #  44.88 "  37.20 "  88.46 "   8.226$   2.496&   0.584&    12
          13      [   ]    [   ]    0.307^   0.412^   0.165^ 191.0  #  74.85 "  32.01 " 245.4  #   7.614$   6.856&   0.508&    13
          14      [   ]    [   ]    0.316^   0.364^   0.173^1438    &  63.37 "  28.82 " 610.6  #   6.946$  12.58 "   0.454^    14
          15      [   ]    [   ]    0.317^   0.244^   0.333^1376    & 212.1  #  26.01 " 412.6  #   6.703$   7.818$   0.396^    15
          16      [   ]    [   ]    0.369^   0.206^   0.283^2037    & 808.9  $  23.57 " 192.8  #   6.393$   5.844$   0.345^    16
          17      [   ]    [   ]    0.335^   0.217^   0.252^ 567.4  #1330    &  38.89 " 110.4  "   5.424$   4.887&   0.285^    17
          18      [   ]    [   ]    0.283^   0.180^   0.232^ 169.8  # 543.5  # 466.0  #  93.69 "   6.804$   4.431&   0.324^    18
          19      [   ]    [   ]    0.264^   0.195^   0.511^  83.52 " 560.8  # 232.3  #  95.59 "  14.02 "   3.494&   0.347^    19
          20      [   ]    [   ]    0.252^   0.211^   1.203&  52.28 " 227.4  # 122.8  "  68.30 "  13.63 "   2.845&   0.373^    20
          21      [   ]    [   ]    0.217^   0.215^ 261.7  &  37.00 " 149.7  "  76.64 "  51.06 "  12.88 "   2.486&   0.364^    21
          22      [   ]    [   ]    0.207^   0.196^  94.14 # 418.8  & 100.7  "  57.38 "  39.77 "   8.992"   2.345&   0.405^    22
          23      [   ]    [   ]    0.206^   0.220^  26.64 "1567    & 107.5  #  45.05 "  32.69 "   7.576$   2.248&   0.404^    23
          24      [   ]    [   ]    0.318^   0.185^  12.43 " 358.9  # 399.3  #  34.40 "  28.31 "   6.569$   2.262&   1.057&    24
          25      [   ]    [   ]    0.320^   0.201^   5.862& 208.0  # 168.3  #  29.22 "  24.65 "   5.929$   2.531&   1.119&    25
          26      [   ]    [   ]    0.252^   0.167^   3.544& 180.0  #1301    &  73.41 "  22.12 "   5.390&   2.787&   0.819&    26
          27      [   ]    [   ]    0.230^   0.166^   2.690& 911.8  # 667.6  # 138.3  "  19.70 "   4.943&   2.778&   1.107&    27
          28      [   ]    [   ]    0.241^   0.166^  31.31 & 476.5  # 207.6  # 108.0  "  17.59 "   4.535&   2.325&   0.906&    28
          29      [   ]             0.254^   0.184^ 167.4  # 177.7  # 211.1  #  83.92 "  16.18 "   4.290&   2.046&   0.728&    29
          30      [   ]             0.241^   0.178^ 239.3  # 148.5  " 371.9  #  54.79 "  17.89 "   4.354&   1.809&   0.666&    30
          31      [   ]             0.224^          195.7  #          320.0  #  40.15 "            4.316&            0.656&    31

          Mean    [   ]    [   ]    0.300^   0.323^  33.74 ^ 395.1  & 370.2  & 206.2  $ 134.6  #   9.414&   4.147&   0.799^
        Median    [   ]    [   ]    0.307^   0.196^   0.252^ 181.1  & 212.1  &  73.41 $  45.42 #   8.226&   3.305&   0.728^
       Maximum    [   ]    [   ]    0.427^   2.275^ 261.7  ^2037    &1330    &1103    $ 694.2  #  19.15 &  12.58 &   1.604^
       Minimum    [   ]    [   ]    0.206^   0.084^   0.148^  11.62 &  44.88 &  23.57 $  16.18 #   4.290&   1.809&   0.285^
         Total    [   ]    [   ]     7.49^    9.69^ 1046   ^11852   &11475   & 6392   $ 4039   #  291.8 &  124.4 &   24.77^
  Missing Days       31       28        6        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    117.5  ^                " ... Relative Uncertainty +/-10%
 Ann. Median      7.609^                # ... Relative Uncertainty +/-15%
Annual Total   35263   ^                $ ... Relative Uncertainty +/-20%
Missing Days         65                 & ... Relative Uncertainty +/-30%
                                        [ ... Not Available
                Maximum     Minimum     ^ ... Relative Uncertainty +/-50%
      Daily    2037    ^      0.084^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          1992
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      0.631&   0.579&   0.402&   0.594&   1.223&   6.421$ 613.0  #  59.24 " 284.3  #  12.28 "   5.180$   7.034$     1
           2      0.622&   0.639&   0.467&   0.726&   1.072&   5.083$ 524.6  #  49.81 " 222.9  #  13.31 "   5.032&   6.396$     2
           3      0.599&   0.646&   0.508&   1.297&   1.146&   4.673& 309.1  #  46.65 " 684.7  #  15.64 "   4.483&   5.059&     3
           4      0.564&   0.644&   0.523&   2.678&   2.761&   4.850& 179.1  " 139.7  # 309.8  #  14.19 "   4.191&   4.367&     4
           5      0.535&   0.653&   0.529&   3.766&   5.481&   5.014$ 151.4  " 474.8  # 193.1  "  17.79 "   4.608&   3.696&     5
           6      0.533&   0.911&   0.530&   2.141&   5.206$   4.805&  91.91 " 292.3  # 132.4  "  17.21 "   5.523&   3.125&     6
           7      0.564&   0.966&   0.518&   1.270&   5.013&   4.565&  86.06 " 283.6  #  95.09 "  13.54 "   7.124$   2.719&     7
           8      0.688&   1.024&   0.515&   0.995&   4.639&   4.603&  78.59 " 165.0  " 111.3  #  12.25 "   8.626$   2.487&     8
           9      0.730&   1.657&   0.485&   0.855&   2.912&   4.497&  69.21 " 440.3  # 466.3  #  11.55 "   7.490$   2.441&     9
          10      0.744&   1.044&   0.471&   0.759&   2.156&   4.552& 324.4  # 521.2  # 188.3  #  11.04 "   6.809$   2.273&    10
          11      0.752&   0.881&   0.410&   0.664&   1.768&  14.73 $ 159.6  " 584.7  # 117.7  "  10.83 "   6.262$   2.392&    11
          12      0.810&   0.771&   0.427&   0.556&   1.467& 469.5  # 123.2  " 285.1  #  86.85 "  10.36 "   5.690$   2.335&    12
          13      0.816&   0.779&   0.447&   0.512&   1.441& 266.9  #1780    & 177.4  "  71.14 "  10.74 "   5.669$   2.170&    13
          14      0.810&   0.761&   0.441&   0.509&   1.445& 171.6  # 973.0  & 178.9  "  58.19 "   9.964"   5.890$   2.028&    14
          15      0.809&   0.769&   0.463&   0.485&   1.328& 357.3  # 259.9  # 396.9  #  47.50 "   9.122"   6.228$   2.003&    15
          16      0.829&   0.746&   0.490&   0.482&   1.339& 378.4  # 281.9  # 447.3  #  41.01 "   8.815"   6.338$   1.968&    16
          17      0.908&   0.710&   0.806&   0.479&   1.147& 494.5  # 948.7  $ 192.3  #  35.12 "   8.209$   5.962$   1.893&    17
          18      0.918&   0.666&   1.062&   0.513&   1.069& 298.1  # 291.0  # 125.3  "  29.28 "   7.717$   7.407$   1.932&    18
          19      0.926&   0.627&   1.221&   0.517&   1.073& 102.6  " 458.9  #  97.42 "  25.50 "   7.452$  13.67 "   2.044&    19
          20      1.013&   0.567&   1.231&   0.481&   1.052&  89.08 " 259.6  #  74.18 "  24.37 "   7.136$  24.39 "   2.039&    20
          21      1.113&   0.538&   1.192&   0.437&   1.684& 409.3  # 142.4  "  57.19 "  23.60 "   6.691$  13.13 "   2.020&    21
          22      1.160&   0.493&   1.121&   0.416&   3.990& 138.8  "  96.45 "  51.06 "  44.43 "   6.449$   9.474"   1.995&    22
          23      1.092&   0.465&   1.068&   0.397&  23.55 "  62.09 "  69.92 "  42.42 "  36.83 "   6.461$   8.370"   1.982&    23
          24      1.038&   0.458&   0.976&   0.380^  33.65 " 100.9  "  53.27 "  53.48 "  28.72 "   6.524$   7.500$   1.922&    24
          25      1.014&   0.417&   0.967&   0.350^  11.45 " 235.7  #  72.65 " 527.0  #  24.57 "   6.171$   6.734$   1.939&    25
          26      0.938&   0.372^   0.893&   0.311^   6.497$ 365.2  #  93.93 " 871.8  #  21.91 "   6.275$   6.088$   1.893&    26
          27      0.834&   0.358^   0.746&   0.396^   4.935&1387    & 135.1  "1200    &  20.58 "   6.663$   5.509$   1.861&    27
          28      0.746&   0.363^   0.664&   1.588&   4.977&1795    & 268.5  #2253    &  17.12 "   6.537$   5.167$   1.820&    28
          29      0.671&   0.382^   0.638&   5.112&   6.798$ 659.3  # 195.4  # 863.7  $  14.86 "   6.332$   5.505$   1.979&    29
          30      0.603&            0.647&   1.786&   8.410$ 459.4  # 121.8  " 309.7  #  13.30 "   5.848$   6.615$   1.977&    30
          31      0.556&            0.652&            8.599$           84.79 " 280.7  #            5.354$            1.919&    31

          Mean    0.792&   0.686^   0.694&   1.048^   5.138& 276.8  & 299.9  & 372.3  & 115.7  #   9.627$   7.356&   2.636&
        Median    0.809&   0.646^   0.530&   0.537^   2.761& 120.7  & 159.6  & 280.7  &  45.97 #   8.815$   6.245&   2.028&
       Maximum    1.160&   1.657^   1.231&   5.112^  33.65 &1795    &1780    &2253    & 684.7  #  17.79 $  24.39 &   7.034&
       Minimum    0.533&   0.358^   0.402&   0.311^   1.052&   4.497&  53.27 &  42.42 &  13.30 #   5.354$   4.191&   1.820&
         Total    24.57&   19.89^   21.51&   31.45^  159.3 & 8304   & 9297   &11542   & 3471   #  298.4 $  220.7 &   81.71&

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     91.45 ^                " ... Relative Uncertainty +/-10%
 Ann. Median      5.071^                # ... Relative Uncertainty +/-15%
Annual Total   33471   ^                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum     ^ ... Relative Uncertainty +/-50%
      Daily    2253    ^      0.311^







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          1993
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      1.959&   2.280&   1.781&   1.662&   2.185&   3.385&  16.38 " 131.0  "  60.44 "  36.02 "   6.814$   5.902$     1
           2      1.977&   2.355&   1.706&   1.696&   2.160&   3.404&  65.30 "  72.54 "  38.31 "  59.42 "   6.378$   5.825$     2
           3      2.030&   2.346&   1.651&   1.958&   2.288&   3.150&  30.73 "  44.88 "  29.69 "  34.71 "   5.876$   5.747$     3
           4      2.056&   2.285&   1.632&   4.329&   2.399&   2.849&  18.80 " 554.5  # 317.7  #  25.84 "   5.515$   5.345&     4
           5      2.078&   2.316&   1.593&   2.877&   2.341&   2.607&  12.18 " 247.6  # 151.7  "  21.22 "   5.286&   5.174&     5
           6      2.116&   2.480&   1.563&   2.272&   2.242&   2.468&   7.716$ 938.0  $ 355.5  #  17.98 "   4.830&   5.218&     6
           7      2.151&   2.320&   1.610&   2.095&   2.292&   2.299&   5.757$ 311.8  # 454.1  #  16.26 "   4.678&   5.151&     7
           8      2.164&   2.272&   1.557&   2.016&   2.209&   2.307&   4.915& 150.6  " 326.4  #  14.76 "   4.794&   5.373$     8
           9      2.189&   2.288&   1.601&   2.012&   2.197&   2.388&   5.910& 147.0  " 125.2  "  13.30 " 464.9  &   5.438$     9
          10      2.288&   2.308&   1.540&   1.945&   2.121&   2.583& 144.0  "  84.21 "  72.58 "  11.72 " 375.7  #   5.317&    10
          11      2.373&   2.211&   1.498&   1.863&   1.980&   2.565& 314.1  #  56.38 "  47.57 "  10.93 " 101.1  "   5.126&    11
          12      2.404&   2.225&   1.492&   2.009&   1.944&   2.459& 197.8  # 172.6  "1036    &  10.04 "  51.37 "   5.066&    12
          13      2.470&   2.289&   1.399&   1.887&   1.913&   2.430&  61.55 "  97.78 " 601.9  #   9.013"  39.24 "   5.021&    13
          14      2.535&   2.248&   1.377&   1.848&   1.902&   2.403&  51.17 "  55.84 " 181.1  #   8.374$  28.80 "   5.035&    14
          15      2.726&   2.270&   1.360&   1.846&   1.908&   2.628&  80.22 "  67.83 "  98.61 "   8.289$  21.87 "   5.004&    15
          16      2.717&   2.164&   1.364&   1.749&   1.930&   6.440& 166.9  "  74.82 "  85.20 "   8.970"  17.66 "   4.847&    16
          17      2.653&   2.156&   1.482&   1.683&   1.936&   6.705$  58.85 "  46.62 "  67.08 "   8.934"  15.48 "   4.615&    17
          18      2.606&   2.124&   1.548&   1.729&  18.92 &   5.902$  27.50 "  33.58 "  62.93 "   7.610$  13.42 "   4.501&    18
          19      2.509&   2.030&   7.695&   1.733&  15.81 "   5.333&  16.51 "  26.16 "  57.37 "   7.228$  12.30 "   4.349&    19
          20      2.404&   1.929&  21.25 $   1.745&   6.549$   3.967&  11.67 "  21.28 "  40.85 "   6.968$  12.27 "   4.358&    20
          21      2.241&   1.840&   4.081&   2.005&   4.898&   3.611&   9.760"  17.87 "  32.55 "   6.781$  10.44 "   4.027&    21
          22      2.302&   1.852&   2.699&   1.994&   3.687&   3.361& 116.9  "  15.17 "  28.26 "   6.534$   9.388"   3.720&    22
          23      2.330&   1.841&   2.136&   1.973&   3.156&   2.965&  76.47 "  13.07 " 236.9  #   6.255$   8.391"   3.611&    23
          24      2.371&   1.825&   1.931&   1.941&   2.927&   2.712&  34.63 "  12.11 " 100.1  "   6.524$   7.578$   3.670&    24
          25      2.296&   1.845&   1.817&   1.991&   2.822&   2.974&  34.55 "  31.96 "  51.34 "   6.448$   7.216$   3.578&    25
          26      2.260&   1.852&   1.741&   2.019&   2.732&   5.560& 287.2  #  24.32 "  34.18 "   7.040$   6.729$   3.358&    26
          27      2.243&   1.803&   1.721&   1.910&   2.656&  56.71 " 303.7  #  17.76 "  27.11 "   6.893$   6.742$   3.544&    27
          28      2.284&   1.776&   1.709&   1.862&   6.396&  34.57 " 393.7  #  15.19 "  22.07 "   7.561$   6.759$   3.831&    28
          29      2.240&            1.603&   1.895&   9.596$  28.85 " 533.1  # 223.5  #  21.61 "   6.622$   6.839$   3.726&    29
          30      2.237&            1.721&   1.874&   4.903&  17.37 " 384.1  # 213.2  #  42.21 "   6.441$   6.573$   3.519&    30
          31      2.251&            1.697&            3.670&          288.8  # 117.1  "            7.019$            3.270&    31

          Mean    2.305&   2.126&   2.566&   2.014&   4.022&   7.565& 121.3  & 130.2  $ 160.2  &  13.28 $  42.50 &   4.589&
        Median    2.284&   2.218&   1.632&   1.926&   2.341&   3.062&  58.85 &  67.83 $  65.00 &   8.374$   7.984&   4.847&
       Maximum    2.726&   2.480&  21.25 &   4.329&  18.92 &  56.71 & 533.1  & 938.0  $1036    &  59.42 $ 464.9  &   5.902&
       Minimum    1.959&   1.776&   1.360&   1.662&   1.902&   2.299&   4.915&  12.11 $  21.61 &   6.255$   4.678&   3.270&
         Total   71.46 &  59.53 &  79.55 &  60.42 & 124.7  & 227.0  &3761    &4036    $4807    & 411.7  $1275    & 142.3  &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     41.25 &                " ... Relative Uncertainty +/-10%
 Ann. Median      4.898&                # ... Relative Uncertainty +/-15%
Annual Total   15056   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    1036    &      1.360&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          1994
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      3.279&   3.355&   3.173&   1.795&   0.697& 643.9  #1687    &  22.08 "  17.57 "  10.39 "   2.504&   1.818&     1
           2      3.257&   3.539&   2.988&   1.635&   0.689& 595.1  # 574.3  #  20.37 "  22.64 "   8.286$   2.539&   1.828&     2
           3      3.364&   3.613&   2.875&   1.550&   0.684& 114.0  " 326.6  # 298.7  &  22.62 "   7.753$   2.563&   1.752&     3
           4      3.427&   3.627&   2.686&   1.569&   0.688&  56.30 " 192.2  #2220    &  17.34 "   7.079$   2.506&   1.727&     4
           5      3.486&   4.191&   2.601&   1.574&   0.720&  36.60 " 177.5  "1049    &  15.40 "   7.132$   2.426&   1.706&     5
           6      3.320&   4.596&   2.447&   1.523&   0.710&  23.85 " 590.5  # 260.3  #  14.54 "   6.505$   2.365&   1.650&     6
           7      3.203&   4.920&   2.432&   1.480&   0.669& 117.3  " 172.1  # 108.3  "  15.35 "   5.703$   2.323&   1.553&     7
           8      3.124&   5.090$   2.303&   1.453&   0.625& 289.2  # 502.1  #  70.56 "  13.12 "   5.490$   2.261&   1.487&     8
           9      2.904&   5.023&   2.377&   1.481&   0.617& 240.2  # 839.5  #  59.92 "  11.72 "   5.214$   2.231&   1.530&     9
          10      2.802&   4.916&   2.430&   1.386&   0.616&  73.36 " 986.1  # 124.1  "  51.24 "   4.951&   2.117&   1.399&    10
          11      2.843&   4.704&   2.504&   1.274&   0.643&  67.53 " 748.5  # 106.8  "  65.39 "   4.818&   2.064&   1.490&    11
          12      2.900&   4.470&   2.516&   1.217&   0.720&  42.84 " 289.9  #  79.80 "  32.01 "   4.531&   1.991&   1.613&    12
          13      2.843&   4.480&   2.560&   1.241&   0.774&  31.41 " 180.4  "  58.74 "  23.70 "   4.789&   1.961&   1.565&    13
          14      2.893&   4.489&   2.527&   1.243&   0.743&  24.19 " 142.9  "  44.83 "  20.15 "   5.362$   1.895&   1.547&    14
          15      2.943&   4.223&   2.595&   1.360&   0.725&  18.97 " 105.1  "  37.54 "  16.25 "   5.566$   1.869&   1.519&    15
          16      3.031&   4.161&   2.627&   1.534&   0.749&  15.63 " 477.6  $  32.44 "  14.11 "   4.710&   1.817&   1.494&    16
          17      3.073&   3.944&   2.534&   1.310&   0.692&  14.35 " 765.9  $  29.10 "  12.79 "   4.271&   1.862&   1.381&    17
          18      3.080&   3.881&   2.498&   1.131&   0.658&  14.33 " 192.1  #  26.67 "  11.28 "   4.011&   1.813&   1.440&    18
          19      3.004&   3.916&   2.433&   1.043&   0.654& 578.6  & 103.8  "  24.44 "  10.18 "   3.672&   1.798&   1.350&    19
          20      2.870&   3.810&   2.445&   0.975&   0.910&2229    &  71.27 "  22.49 "   9.533"   3.475&   1.754&   1.439&    20
          21      2.846&   3.835&   2.381&   0.909&   1.158&1671    &  54.90 "  21.42 "   8.843"   3.295&   1.700&   1.511&    21
          22      2.954&   3.802&   2.560&   0.898&   2.132&1744    & 149.8  "  23.04 "   8.337"   3.274&   1.675&   1.526&    22
          23      3.012&   3.755&   2.744&   0.899&   9.663& 553.4  # 102.7  "  21.39 "   8.058"   3.233&   1.731&   1.550&    23
          24      3.284&   3.506&   2.745&   0.925&  22.48 " 477.9  # 106.7  "  20.22 "   7.816$   3.198&   1.816&   1.545&    24
          25      3.654&   3.400&   2.769&   0.876&  21.28 " 281.4  #  68.07 "  19.08 "   7.493$   3.312&   2.017&   1.528&    25
          26      3.415&   3.421&   2.685&   0.878&   7.700& 171.7  #  47.51 "  17.30 "   7.374$   3.239&   2.267&   1.586&    26
          27      3.252&   3.177&   2.570&   0.864&   4.122& 740.9  #  37.95 "  18.04 "   7.052$   3.027&   2.082&   1.561&    27
          28      3.182&   3.184&   2.516&   0.795&   4.382& 227.4  #  34.92 "  18.86 "   7.040$   2.840&   1.896&   1.680&    28
          29      2.952&            2.247&   0.765& 369.9  $ 122.9  "  29.92 "  16.58 "   7.351$   2.753&   1.754&   1.512&    29
          30      2.952&            2.090&   0.761& 168.6  # 130.8  #  25.89 "  15.77 "  11.66 "   2.706&   1.651&   1.474&    30
          31      3.025&            1.994&           47.77 "           23.85 "  15.63 "            2.563&            1.450&    31

          Mean    3.102&   4.037&   2.544&   1.212&  21.72 & 378.2  & 316.4  & 158.2  &  16.60 $   4.747&   2.042&   1.555&
        Median    3.031&   3.898&   2.527&   1.242&   0.725& 126.8  & 172.1  &  26.67 &  12.95 $   4.531&   1.976&   1.530&
       Maximum    3.654&   5.090&   3.173&   1.795& 369.9  &2229    &1687    &2220    &  65.39 $  10.39 &   2.563&   1.828&
       Minimum    2.802&   3.177&   1.994&   0.761&   0.616&  14.33 &  23.85 &  15.63 &   7.040$   2.563&   1.651&   1.350&
         Total    96.17&  113.0 &   78.86&   36.35&  673.2 &11347   & 9808   & 4903   &  498.0 $  147.2 &   61.25&   48.21&

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     76.19 &                " ... Relative Uncertainty +/-10%
 Ann. Median      3.320&                # ... Relative Uncertainty +/-15%
Annual Total   27810   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    2229    &      0.616&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          1995
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      1.414&   2.039&   1.601&   1.538&   2.034&   1.698&   5.591$ 166.4  "  26.74 "   8.208$   5.473&   2.288&     1
           2      1.421&   1.974&   1.714&   1.422&   1.647&   2.010&   5.295$  99.74 "  27.99 "   7.462$   5.381$   2.188&     2
           3      1.382&   1.944&   1.812&   1.434&   1.195&   2.726&   5.122$  69.29 " 840.1  #   6.864$   4.781&   2.143&     3
           4      1.410&   1.991&   1.730&   1.313&   0.976&   2.296&   4.804&  50.78 " 302.7  #   6.907$   4.112&   2.040&     4
           5      1.307&   2.028&   1.697&   1.268&   0.888&   2.762&   5.352&  39.46 " 164.7  #   6.868$   3.597&   1.887&     5
           6      1.509&   1.995&   1.799&   1.258&   0.887&   4.653&  52.08 "  32.78 " 995.9  $   6.315$   3.611&   1.811&     6
           7      1.668&   1.876&   1.879&   1.226&   0.845&  55.77 $  63.61 "  27.84 " 691.3  #   5.803$   3.529&   1.772&     7
           8      1.683&   1.721&   1.756&   1.164&   0.822& 120.5  #1063    &  32.28 " 229.8  #   5.433$   4.124&   1.746&     8
           9      1.733&   1.732&   1.722&   1.263&   0.856& 294.2  #1071    # 499.8  # 117.4  "   5.264$   4.342&   1.668&     9
          10      1.831&   1.780&   1.697&   1.297&   1.325&  70.38 " 392.8  # 200.0  #  74.15 "   5.093&   4.052&   1.625&    10
          11      1.677&   1.765&   1.630&   1.300&   1.367&  24.66 " 312.9  # 102.9  "  54.78 "   5.242$   3.409&   1.572&    11
          12      1.659&   1.830&   1.598&   1.325&   1.539&  12.75 " 265.0  # 134.6  #  85.37 "   5.299&   3.046&   1.617&    12
          13      1.791&   1.785&   1.584&   1.350&   1.402&   8.526$ 226.4  # 312.5  # 147.5  "   4.415&   2.787&   1.775&    13
          14      1.936&   1.721&   1.539&   1.446&   1.033&   6.362$ 249.2  # 123.1  "  80.26 "   3.798&   2.628&   1.864&    14
          15      2.046&   1.722&   1.485&   1.320&   0.872&   5.148& 315.9  #  71.86 "  56.32 "   3.567&   2.529&   1.943&    15
          16      1.958&   1.570&   1.462&   1.235&   0.865&   4.354& 406.9  #  54.09 "  42.48 "   3.475&   2.423&   1.858&    16
          17      1.974&   1.506&   1.491&   1.570&   1.875&   3.928& 136.5  "  55.18 "  34.99 "  12.24 &   2.334&   1.777&    17
          18      2.064&   1.468&   1.459&   1.303&   7.373&   3.651&  75.02 "  46.80 "  29.55 "  59.82 "   2.225&   1.702&    18
          19      1.983&   1.383&   1.448&   1.220&   2.985&   3.428& 299.9  #  45.42 "  28.73 "  24.26 "   2.198&   1.703&    19
          20      1.858&   1.421&   1.493&   1.240&   1.663&   3.892&1975    &  89.52 "  32.34 "  11.47 "   2.149&   1.847&    20
          21      1.777&   1.460&   1.486&   1.220&   1.619&   3.817&1300    &  69.43 "  25.00 "   7.853$   2.048&   1.796&    21
          22      1.948&   1.407&   1.445&   1.186&   2.669&   4.755& 418.9  #  62.94 "  21.10 "   6.235$   1.974&   1.670&    22
          23      1.950&   1.387&   1.521&   1.157&  22.74 &  16.56 $ 145.3  "  54.22 "  17.97 "   5.458$   1.965&   1.580&    23
          24      1.944&   1.363&   1.863&   1.127&  11.03 $  14.01 " 531.3  $ 148.0  "  15.72 "   4.997&   1.981&   1.649&    24
          25      1.900&   1.357&   1.722&   1.093&   4.199&  17.92 "1833    & 105.2  "  13.73 "   4.627&   2.075&   1.694&    25
          26      1.920&   1.322&   1.566&   1.036&   2.659&  18.51 " 802.3  # 268.3  #  12.32 "   4.331&   2.003&   1.785&    26
          27      2.049&   1.340&   1.598&   1.098&   1.961&  15.63 " 394.6  # 153.7  #  11.17 "   4.163&   2.092&   1.716&    27
          28      2.116&   1.424&   1.657&   1.889&   1.859&  10.18 " 227.8  #  80.17 "  10.33 "   4.036&   1.981&   1.984&    28
          29      1.985&            1.681&   2.467&   1.731&   7.468$ 902.0  $  54.03 "   9.939"   3.963&   2.066&   1.870&    29
          30      2.067&            1.516&   2.242&   1.705&   6.185$ 597.8  #  41.89 "   8.997"   4.956&   2.381&   1.741&    30
          31      2.002&            1.528&            1.677&          296.5  #  32.18 "            4.586&            1.700&    31

          Mean    1.805&   1.654&   1.619&   1.367&   2.784&  24.96 & 463.9  & 107.2  # 140.3  $   8.162&   2.977&   1.807&
        Median    1.900&   1.721&   1.598&   1.283&   1.647&   6.274& 299.9  &  69.43 #  33.67 $   5.299&   2.476&   1.775&
       Maximum    2.116&   2.039&   1.879&   2.467&  22.74 & 294.2  &1975    & 499.8  # 995.9  $  59.82 &   5.473&   2.288&
       Minimum    1.307&   1.322&   1.445&   1.036&   0.822&   1.698&   4.804&  27.84 #   8.997$   3.475&   1.965&   1.572&
         Total    55.96&   46.31&   50.18&   41.01&   86.30&  748.8 &14381   & 3324   # 4209   $  253.0 &   89.30&   56.01&

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     63.95 &                " ... Relative Uncertainty +/-10%
 Ann. Median      2.149&                # ... Relative Uncertainty +/-15%
Annual Total   23341   &                $ ... Relative Uncertainty +/-20%
                                        & ... Relative Uncertainty +/-30%
                Maximum     Minimum
      Daily    1975    &      0.822&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          1996
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      1.666&   2.018&   1.969&   1.728&   0.442"   5.645" 397.4  & 526.5  &  63.61 "  52.47 "   7.639"   5.750"     1
           2      1.589&   1.902&   1.962&   1.728&   0.428"   2.503" 203.4  & 541.2  &  51.87 "  45.45 "   6.996"   5.300"     2
           3      1.578&   1.939&   2.041&   1.728&   0.434"   1.636"   [   ]U 483.1  &  45.14 "  39.99 "   6.441"   4.480"     3
           4      1.552&   1.877&   2.253&   0.620&   0.489"   1.233" 599.5  & 639.1  &  39.32 "  35.64 "   5.899"   4.086"     4
           5      1.504&   1.887&   2.234&   0.407"   0.488"   1.007" 214.1  #   [   ]U  35.29 "  31.99 "   5.446"   3.341"     5
           6      1.572&   1.966&   2.102&   0.430"   0.475"   0.909" 100.7  " 457.9  &  36.63 "  28.51 "   7.201"   3.059"     6
           7      1.622&   2.013&   1.915&   0.439"   0.450"   0.850" 153.9  & 324.4  &  34.76 "  24.42 "   6.507"   2.827"     7
           8      1.592&   2.184&   2.027&   0.405"   1.083"   0.849" 713.6  ^ 184.5  "  40.51 "  22.53 "   6.215"   2.669"     8
           9      1.515&   2.323&   2.075&   0.411"   0.976"   0.950" 159.3  # 110.0  "  42.38 "  22.38 "   5.518"   2.510"     9
          10      1.513&   2.368&   2.274&   0.435"   0.713"   6.095"  73.77 " 289.7  ^ 563.1  ^  25.72 "   4.890"   2.369"    10
          11      1.503&   2.370&   2.214&   0.463"   0.600"   5.135"  47.71 " 627.0  ^ 440.6  &  24.32 "   4.414"   2.424"    11
          12      1.557&   2.268&   1.976&   0.643"   0.515"   4.952"  36.70 " 303.8  & 170.5  "  21.11 "   4.143"   3.314"    12
          13      1.506&   2.380&   1.980&   0.561"   0.502"   2.730"  33.53 " 628.4  &  92.43 "  19.14 "   3.962"   2.764"    13
          14      1.550&   2.222&   2.102&   0.457"   0.492"   2.399"  28.77 " 286.2  &  68.32 "  17.96 "   3.961"   3.342"    14
          15      1.576&   2.410&   2.104&   0.439"   0.527"  24.53 "  58.87 # 275.8  # 466.7  &  16.99 "  21.79 "   2.823"    15
          16      1.584&   2.444&   2.124&   0.407"   0.528"  64.53 " 204.0  # 153.7  " 226.1  #  14.36 "  21.15 "   2.390"    16
          17      1.578&   2.391&   2.036&   0.388"   0.548"  42.93 " 397.0  &  99.85 " 120.1  #  12.08 "  12.10 "   2.074"    17
          18      1.554&   2.449&   1.974&   0.380"   0.488" 202.9  # 277.1  #  70.45 " 526.6  &  11.50 "   7.447"   1.892"    18
          19      1.535&   2.588&   1.833&   0.631"   0.478" 133.0  " 176.7  "  54.47 " 189.0  #  10.87 "   5.855"   1.818"    19
          20      1.525&   2.418&   1.699&   0.922"   0.475" 295.6  &  93.67 " 180.8  #  98.92 "  11.06 "   4.972"   1.856"    20
          21      1.522&   2.462&   1.669&   0.589"   0.480" 425.9  & 317.8  & 233.5  #  78.33 "  13.13 "   4.333"   1.751"    21
          22      1.549&   2.486&   1.735&   0.501"   0.482" 232.0  &   [   ]U 120.3  " 703.8  ^  19.27 "   3.996"   1.621"    22
          23      1.546&   2.358&   1.694&   0.479"   0.468" 122.3  "   [   ]U 123.1  " 254.9  &  22.17 "   3.741"   1.610"    23
          24      1.557&   2.235&   1.613&   0.489"   0.474"  74.71 " 801.6  & 386.7  & 133.1  "  30.10 "   3.535"   1.571"    24
          25      1.697&   2.206&   1.567&   0.506"   0.454"  37.28 " 401.5  & 184.8  #  83.63 "  19.99 "   3.321"   1.540"    25
          26      1.794&   2.017&   1.554&   0.500"   0.444" 100.3  # 160.5  " 125.2  "  96.48 #  15.14 "   3.254"   1.529"    26
          27      1.778&   1.931&   1.569&   0.487"   0.447" 410.4  & 370.8  & 245.6  # 421.9  &  12.86 "   3.158"   1.460"    27
          28      1.805&   1.888&   1.700&   0.531"   0.453" 229.6  # 342.6  & 295.2  # 157.0  "  11.24 "   3.123"   1.442"    28
          29      1.928&   1.949&   1.721&   0.472"   0.459"   [   ]U 276.5  & 156.6  "  88.73 "   9.903"   2.992"   1.360"    29
          30      1.992&            1.728&   0.418"   0.549"   [   ]U   [   ]U  95.69 "  63.10 "   8.897"   4.187"   1.392"    30
          31      2.024&            1.728&            3.076"          554.9  &  82.06 "            8.021"            1.313"    31

          Mean    1.625&   2.205&   1.909&   0.620&   0.610"  86.89 & 266.5  ^ 276.2  ^ 181.1  ^  21.27 "   6.273"   2.506"
        Median    1.572&   2.235&   1.969&   0.483&   0.482"  15.31 & 204.0  ^ 239.5  ^  94.46 ^  19.27 "   4.931"   2.369"
       Maximum    2.024&   2.588&   2.274&   1.728&   3.076" 425.9  & 801.6  ^ 639.1  ^ 703.8  ^  52.47 "  21.79 "   5.750"
       Minimum    1.503&   1.877&   1.554&   0.380&   0.428"   0.849&  28.77 ^  54.47 ^  34.76 ^   8.021"   2.992"   1.313"
         Total   50.36 &  63.95 &  59.17 &  18.60 &  18.92 "2433    &7196    ^8286    ^5433    ^ 659.2  " 188.2  "  77.68 "
  Missing Days        0        0        0        0        0        2        4        1        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     68.20 ^                " ... Relative Uncertainty +/-10%
 Ann. Median      2.669^                # ... Relative Uncertainty +/-15%
Annual Total   24483   ^                & ... Relative Uncertainty +/-30%
Missing Days          7                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     801.6  ^      0.380^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      1.235"   0.743"   0.513"   0.559"   0.688"  23.98 "  16.51 "  58.86 " 109.4  #  16.79 "   3.469"   1.812"     1
           2      1.208"   0.702"   0.537"   0.471"   0.686"  26.67 "  14.52 "  45.20 " 203.2  #  15.57 "   3.271"   1.672"     2
           3      1.180"   0.722"   0.462"   0.460"   0.884"  71.52 "  29.57 "  40.87 " 165.3  "  14.17 "   3.170"   1.618"     3
           4      1.194"   0.681"   0.494"   0.502"   0.642" 127.8  "  31.79 " 468.3  & 132.7  "  13.70 "   3.093"   1.597"     4
           5      1.123"   0.637"   0.493"   0.515"   0.585"  86.11 "  44.72 " 764.8  ^  91.29 "  12.49 "   3.028"   1.585"     5
           6      1.042"   0.628"   0.529"   0.502"   0.492"  89.90 " 598.4  ^ 436.0  & 286.3  &  11.52 "   2.844"   1.461"     6
           7      1.054"   0.701"   0.543"   0.496"   0.454"  67.58 " 574.0  ^ 236.5  # 144.6  "  11.08 "   2.725"   1.346"     7
           8      1.066"   0.737"   0.517"   0.456"   0.459" 293.6  & 184.1  # 163.4  " 413.7  &  11.72 "   2.696"   1.316"     8
           9      1.077"   0.615"   0.489"   0.443"   0.464" 376.5  & 307.9  & 492.6  & 420.3  &  18.16 "   2.615"   1.256"     9
          10      1.098"   0.631"   0.498"   0.469"   0.469" 145.9  " 122.1  " 635.9  & 257.1  #  20.64 "   2.554"   1.214"    10
          11      1.092"   0.589"   0.512"   0.540"   0.508" 148.8  "  65.72 " 251.0  # 137.7  "  17.49 "   2.432"   1.189"    11
          12      1.019"   0.616"   0.487"   0.507"   0.705" 114.0  "  44.38 " 137.5  "  97.47 "  14.21 "   2.398"   1.140"    12
          13      0.987"   0.611"   0.466"   0.467"   0.667"  82.59 "   [   ]U  90.54 "  70.08 "  13.23 "   2.355"   1.098"    13
          14      0.907"   0.599"   0.467"   0.465"   0.576"  42.49 " 546.8  ^  88.07 "  54.45 "  12.55 "   2.292"   1.068"    14
          15      0.929"   0.595"   0.469"   0.431"   0.537"  25.88 " 159.8  " 397.4  &  44.62 "  10.09 "   2.244"   1.026"    15
          16      0.929"   0.609"   0.585"   0.429"   0.538"  18.84 "  83.17 " 332.1  &  36.80 "   7.318"   2.151"   1.058"    16
          17      0.913"   0.635"   0.677"   0.447"   0.534"  15.30 "  53.52 " 155.0  "  31.46 "   6.710"   2.030"   1.088"    17
          18      0.989"   0.628"   0.626"   0.463"   1.094"  12.83 "  39.27 "  95.61 "  28.44 "   6.031"   2.002"   1.071"    18
          19      1.096"   0.628"   0.596"   0.460"   1.004"  49.77 "  31.65 "  71.53 "  31.88 "   5.627"   1.976"   1.037"    19
          20      1.100"   0.926"   0.554"   0.456"   0.691" 478.2  &  26.96 "  56.30 "  33.98 "   5.183"   2.026"   1.118"    20
          21      1.112"   0.856"   0.503"   0.460"   0.578" 309.4  &  23.35 "  47.15 "  28.72 "   4.904"   2.339"   1.086"    21
          22      1.035"   0.736"   0.514"   0.460"   0.552" 143.8  #  20.91 "  41.51 "  25.61 "   4.752"   2.341"   1.004"    22
          23      1.047"   0.541"   0.503"   0.454"   0.898" 201.4  #  19.30 "  35.82 "  22.31 "   4.597"   2.363"   0.860"    23
          24      0.998"   0.884"   0.488"   0.441"   1.710"  79.55 " 156.3  #  31.83 "  23.73 "   4.302"   2.581"   0.845"    24
          25      0.997"   0.858"   0.474"   0.440"   3.082"  90.33 " 221.0  #  28.50 "  22.34 "   4.282"   2.638"   0.895"    25
          26      1.039"   0.687"   0.519"   0.457"   4.972"  61.45 " 168.4  "  25.59 "  20.37 "   4.223"   2.511"   0.906"    26
          27      0.955"   0.587"   0.470"   0.452"   4.861"  38.99 " 456.0  &  27.16 "  20.39 "   4.052"   2.315"   0.794"    27
          28      0.791"   0.585"   0.562"   0.466"   3.020"  29.34 " 210.1  #  73.01 "  19.07 "   3.903"   2.211"   0.821"    28
          29      0.781"            0.620"   0.503"   2.140"  23.38 " 152.8  "  66.55 "  18.09 "   3.797"   2.017"   0.779"    29
          30      0.814"            0.613"   0.637"   2.787"  19.41 " 148.4  "  43.09 "  17.14 "   3.716"   1.874"   0.794"    30
          31      0.765"            0.564"           19.99 "           85.60 "  33.45 "            3.604"            0.792"    31

          Mean    1.018"   0.677"   0.527"   0.477"   1.847" 109.8  & 154.6  ^ 176.5  ^ 100.3  &   9.368"   2.485"   1.140"
        Median    1.039"   0.633"   0.513"   0.462"   0.686"  75.53 &  84.38 ^  73.01 ^  40.71 &   7.318"   2.381"   1.086"
       Maximum    1.235"   0.926"   0.677"   0.637"  19.99 " 478.2  & 598.4  ^ 764.8  ^ 420.3  &  20.64 "   3.469"   1.812"
       Minimum    0.765"   0.541"   0.462"   0.429"   0.454"  12.83 &  14.52 ^  25.59 ^  17.14 &   3.604"   1.874"   0.779"
         Total   31.57 "  18.97 "  16.34 "  14.31 "  57.27 "3295    &4637    ^5471    ^3009    & 290.4  "  74.56 "  35.34 "
  Missing Days        0        0        0        0        0        0        1        0        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     46.57 ^                " ... Relative Uncertainty +/-10%
 Ann. Median      2.145^                # ... Relative Uncertainty +/-15%
Annual Total   16951   ^                & ... Relative Uncertainty +/-30%
Missing Days          1                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     764.8  ^      0.429^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.738"   0.543"   0.332"   0.434"   0.426"   1.045"  14.89 " 182.2  # 745.4  ^ 324.1  &   4.114"   2.604&     1
           2      0.693"   0.561"   0.402"   0.430"   0.413"   0.944"  11.46 "  89.82 " 808.2  ^ 168.8  "   3.924"   3.812&     2
           3      0.667"   0.536"   0.447"   0.408"   0.404"   0.879"   9.917" 102.9  " 461.9  &  88.42 "   3.735"   3.414&     3
           4      0.706"   0.499"   0.359"   0.425"   0.421"   0.812"  55.31 "  62.52 " 278.4  &  55.42 "   3.805"   2.874&     4
           5      0.620"   0.446"   0.320"   0.427"   0.448"   1.300" 155.5  " 442.4  & 147.8  "  41.27 "   3.801"   2.531&     5
           6      0.660"   0.448"   0.288"   0.445"   0.456"   1.308" 235.9  # 334.7  &  90.51 "  31.81 "   3.686"   1.974&     6
           7      0.570"   0.459"   0.297"   0.518"   0.442"   1.857" 147.3  " 155.4  "  64.14 "  25.77 "   3.514"   1.776&     7
           8      0.577"   0.443"   0.346"   0.978"   0.421"  18.19 "  63.29 " 128.7  "  51.25 "  21.90 "   3.488"   1.641&     8
           9      0.615"   0.445"   0.512"   0.691"   0.703"  18.47 "  35.79 "  88.25 "  41.88 "  18.90 "   3.363"   1.526&     9
          10      0.634"   0.445"   2.362"   0.568"   0.618"  49.26 "  24.13 " 141.4  #  36.25 "  16.85 "   3.255"   1.415&    10
          11      0.659"   0.433"   1.395"   0.506"   0.514"  26.37 "  18.67 " 181.7  #  31.79 "  15.80 "   3.132"   1.316&    11
          12      0.701"   0.417"   0.760"   0.507"   0.461"  13.82 "  15.38 "  89.48 "  30.31 "  14.64 "   3.077"   1.343&    12
          13      0.699"   0.361"   0.584"   0.478"   0.470"  45.07 "  13.05 "  56.37 "  35.11 "  14.23 "   4.366"   2.022&    13
          14      0.826"   0.357"   0.521"   0.470"   0.476"  27.09 "  11.22 "  40.34 "  29.61 "  14.64 "   3.633"   1.609&    14
          15      0.751"   0.396"   0.519"   0.688"   0.442"  11.59 "   9.690"  32.33 "  26.07 "  12.95 "   3.894"   2.048&    15
          16      0.743"   0.390"   0.528"   0.822"   0.444"   6.408"   8.755"  31.44 "  24.14 "  12.07 "   3.601"   1.682&    16
          17      0.693"   0.397"   0.538"   0.687"   0.424"  80.34 "   9.427"  32.70 "  23.01 "  13.23 "   3.294"   1.391&    17
          18      0.578"   0.418"   0.507"   0.578"   0.755"  49.97 "  21.47 " 115.0  "  21.40 "  14.17 "   3.580"   1.163&    18
          19      0.568"   0.401"   0.485"   0.594"   0.663"  21.77 "  38.80 " 232.4  #  19.42 "  11.73 "   2.943"   1.028&    19
          20      0.554"   0.383"   0.838"   0.574"   0.763"  13.13 "  29.25 " 108.1  "  18.67 "   9.646"   3.137"   0.968&    20
          21      0.572"   0.417"   0.962"   0.546"   1.209"   8.729" 193.4  #  69.06 "  52.78 #   8.645"   2.823"   0.998&    21
          22      0.610"   0.384"   0.799"   0.540"   1.033"   6.544" 184.4  #  47.62 " 416.5  &   7.848"   2.391&   0.953&    22
          23      0.639"   0.381"   0.650"   0.573"   0.604"   5.391"  72.55 "  36.83 " 145.6  "   7.149"   2.253&   0.851&    23
          24      0.677"   0.405"   0.561"   0.559"   0.558"   4.662"  41.67 "  49.94 "  70.05 "   6.428"   2.172&   0.842&    24
          25      0.586"   0.370"   0.530"   0.498"   0.550"  10.08 "  58.82 "  37.07 "  53.47 "   6.042"   2.026&   0.817&    25
          26      0.555"   0.389"   0.513"   0.482"   1.192"  61.44 " 141.5  "  29.44 "  43.43 "   5.753"   1.895&   0.805&    26
          27      0.514"   0.373"   0.518"   0.485"   0.933" 100.8  "  65.63 " 345.2  &  72.84 "   5.475"   1.852&   0.808&    27
          28      0.454"   0.357"   0.457"   0.482"   1.849" 106.1  "  37.67 " 339.7  &  46.02 "   5.350"   1.803&   0.757&    28
          29      0.506"            0.453"   0.460"   1.606"  38.36 "  26.27 " 791.5  ^  35.87 "   5.009"   1.792&   0.740&    29
          30      0.538"            0.436"   0.430"   1.318"  21.44 "  20.74 " 704.5  ^ 260.8  &   4.730"   1.696&   0.685&    30
          31      0.558"            0.451"            1.176"           70.21 # 348.5  &            4.363"            0.723&    31

          Mean    0.628"   0.423"   0.602"   0.543"   0.716"  25.10 "  59.42 # 175.7  ^ 139.4  ^  32.04 &   3.068&   1.520&
        Median    0.620"   0.411"   0.513"   0.506"   0.550"  13.47 "  35.79 # 102.9  ^  48.63 ^  13.23 &   3.274&   1.343&
       Maximum    0.826"   0.561"   2.362"   0.978"   1.849" 106.1  " 235.9  # 791.5  ^ 808.2  ^ 324.1  &   4.366&   3.812&
       Minimum    0.454"   0.357"   0.288"   0.408"   0.404"   0.812"   8.755#  29.44 ^  18.67 ^   4.363&   1.696&   0.685&
         Total   19.46 "  11.86 "  18.67 "  16.28 "  22.19 " 753.1  "1842    #5448    ^4183    ^ 993.1  &  92.04 &  47.12 &

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     36.84 ^                " ... Relative Uncertainty +/-10%
 Ann. Median      1.852^                # ... Relative Uncertainty +/-15%
Annual Total   13446   ^                & ... Relative Uncertainty +/-30%
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     808.2  ^      0.288^







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.664&   0.392&   0.324&   0.405&   0.418&   2.226&  45.24 "  36.55 "  46.52 "  37.27 "   6.050"   1.737"     1
           2      0.612&   0.388&   0.285&   0.402&   0.601&   3.046"  33.10 "  30.61 "  72.01 "  29.72 "   5.624"   1.800"     2
           3      0.589&   0.351&   0.299&   0.363&   0.559&   5.160"  25.16 "  26.52 " 474.2  &  25.22 "   5.243"   1.752"     3
           4      0.574&   0.363&   0.271&   0.312&   0.654&   7.605"   [   ]U  23.07 " 366.3  &  22.58 "   5.047"   1.675"     4
           5      0.607&   0.345&   0.258&   0.319&   0.766&   4.599"   [   ]U  20.71 " 163.9  "  20.79 "   4.676"   1.683"     5
           6      0.556&   0.320&   0.276&   0.377&   0.572&   3.169" 320.1  &  45.53 "  96.20 "  20.48 "   4.283"   1.613"     6
           7      0.483&   0.293&   0.288&   0.376&   0.512&   2.695" 120.4  "  53.38 "  66.09 "  47.16 "   4.076"   1.537"     7
           8      0.505&   0.327&   0.297&   0.359&   0.426&   3.559"  65.26 "  35.56 "  49.77 " 253.6  #   4.018"   1.529"     8
           9      0.513&   0.376&   0.311&   0.344&   0.404&   3.941"  44.80 "  37.07 "  40.43 " 160.6  "   3.954"   1.433"     9
          10      0.506&   0.339&   0.309&   0.315&   0.403&   4.745"  35.49 " 841.1  ^  35.95 "  86.78 "   3.732"   1.364"    10
          11      0.526&   0.314&   0.283&   0.318&   0.413& 105.0  "  29.02 " 673.0  ^ 537.2  ^  53.93 "   3.592"   1.354"    11
          12      0.534&   0.310&   0.293&   0.361&   0.411& 116.6  "  24.50 " 368.8  & 297.5  &  39.18 "   3.474"   1.453"    12
          13      0.504&   0.307&   0.287&   0.393&   0.483&  35.53 " 231.4  & 155.9  " 226.0  &  41.06 "   3.193"   1.499"    13
          14      0.492&   0.315&   0.281&   0.364&   0.687& 254.3  &1031    ^  88.39 " 608.9  & 179.0  "   3.179"   1.493"    14
          15      0.435&   0.306&   0.273&   0.339&   0.622& 122.2  " 752.4  ^  71.04 " 590.6  & 100.3  "   3.068"   1.355"    15
          16      0.441&   0.298&   0.279&   0.342&   0.540& 124.8  "   [   ]U  67.49 " 255.9  #  89.83 "   2.977"   1.178"    16
          17      0.447&   0.297&   0.286&   0.307&   0.508&  66.57 # 418.4  & 106.3  " 144.0  "  60.29 "   2.808"   1.122"    17
          18      0.435&   0.332&   0.404&   0.310&   0.506& 455.5  & 165.9  " 157.4  "  92.53 "  40.41 "   2.755"   1.136"    18
          19      0.472&   0.341&   0.458&   0.333&   0.505& 211.1  "  97.26 " 219.1  #  66.28 "  30.80 "   2.795"   1.164"    19
          20      0.537&   0.334&   0.409&   0.357&   1.089& 125.2  "  65.54 " 115.5  "  53.63 "  25.20 "   2.648"   1.177"    20
          21      0.574&   0.461&   0.384&   0.355&   0.949&  53.94 "  47.32 "  72.14 "  48.90 "  21.35 "   2.507"   1.154"    21
          22      0.576&   0.555&   0.343&   0.358&   0.683&   [   ]U  36.29 "  52.66 "  42.63 "  18.57 "   2.387"   1.059"    22
          23      0.543&   0.470&   0.317&   0.363&   0.575&   [   ]U  30.34 "  41.73 "  36.87 "  16.64 "   2.252"   0.979"    23
          24      0.564&   0.326&   0.333&   0.354&   0.552& 366.2  &  26.54 " 243.5  &  32.52 "  15.03 "   2.157"   0.923"    24
          25      0.530&   0.389&   0.319&   0.351&   0.890& 250.9  ^  24.60 " 271.4  #  29.50 "  13.61 "   2.066"   0.823"    25
          26      0.523&   0.541&   0.309&   0.338&   1.762& 695.8  ^  38.24 " 164.9  "  31.16 "  11.87 "   2.037"   0.748"    26
          27      0.543&   0.471&   0.304&   0.341&   3.072& 233.1  #  44.32 "  95.78 "  39.56 "  10.28 "   1.997"   0.790"    27
          28      0.499&   0.354&   0.354&   0.362&   4.997& 214.7  # 139.5  "  69.69 "  53.03 "   9.272"   1.935"   0.749"    28
          29      0.407&            0.292&   0.374&   4.859& 147.5  " 125.4  " 102.0  "  41.35 "   8.462"   1.877"   0.892"    29
          30      0.379&            0.434&   0.392&   3.025&  69.86 "  68.64 "  86.65 "  34.76 "   7.569"   1.785"   1.700"    30
          31      0.395&            0.456&            2.145&           47.19 "  59.67 "            6.747"            1.334"    31

          Mean    0.515&   0.365&   0.323&   0.353&   1.116& 131.8  ^ 147.6  ^ 143.0  ^ 155.8  ^  48.50 #   3.273"   1.297"
        Median    0.523&   0.340&   0.304&   0.356&   0.575&  87.45 ^  47.26 ^  72.14 ^  59.86 ^  25.22 #   3.023"   1.354"
       Maximum    0.664&   0.555&   0.458&   0.405&   4.997& 695.8  ^1031    ^ 841.1  ^ 608.9  ^ 253.6  #   6.050"   1.800"
       Minimum    0.379&   0.293&   0.258&   0.307&   0.403&   2.226^  24.50 ^  20.71 ^  29.50 ^   6.747#   1.785"   0.748"
         Total   15.97 &  10.21 &  10.02 &  10.58 &  34.59 &3690    ^4134    ^4433    ^4674    ^1504    #  98.19 "  40.21 "
  Missing Days        0        0        0        0        0        2        3        0        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     51.82 ^                " ... Relative Uncertainty +/-10%
 Ann. Median      1.966^                # ... Relative Uncertainty +/-15%
Annual Total   18654   ^                & ... Relative Uncertainty +/-30%
Missing Days          5                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily    1031    ^      0.258^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.922"   0.730"   0.556"   0.318"   0.485"   0.894"   [   ]U 112.8  " 600.9  ^  16.57 "   3.292"   1.412"     1
           2      0.770"   0.667"   0.771"   0.321"   0.454"   0.872"   [   ]U 416.7  & 310.4  #  13.45 "   3.171"   1.338"     2
           3      0.710"   0.643"   0.661"   0.308"   0.435"   0.760" 722.1  ^ 298.0  & 182.1  "  11.37 "   2.959"   1.236"     3
           4      0.711"   0.628"   0.309"   0.263"   0.423"   0.727"   [   ]U 137.0  " 113.5  "  10.64 "   2.694"   1.149"     4
           5      0.763"   0.550"   0.308"   0.269"   0.415"   0.694"   [   ]U   [   ]U 173.3  ^  10.21 "   2.643"   1.018"     5
           6      0.814"   0.508"   0.310"   0.277"   0.406"   0.671" 512.9  &   [   ]U   [   ]U   9.964"   2.600"   0.928"     6
           7      0.854"   0.495"   0.285"   0.304"   0.410"   0.656" 445.5  & 636.7  &   [   ]U   9.315"   2.647"   0.833"     7
           8      0.925"   0.506"   0.281"   0.310"   0.453"   0.662" 193.2  # 263.9  & 383.8  &   9.308"   3.021"   0.788"     8
           9      0.953"   0.475"   0.385"   0.305"   0.433"   0.669" 105.8  " 144.5  " 192.4  #   8.574"   3.457"   0.791"     9
          10      0.994"   0.426"   0.642"   0.295"   0.475"   0.782" 287.6  &  90.24 " 117.9  "   7.983"   3.273"   0.748"    10
          11      0.922"   0.400"   0.476"   0.302"   1.610"   0.804" 461.6  &  66.25 "  84.29 "   7.803"   3.017"   0.727"    11
          12      0.826"   0.425"   0.478"   0.282"   1.983"   0.737" 183.6  #  52.13 "  67.56 "   7.385"   2.561"   0.723"    12
          13      0.750"   0.411"   0.372"   0.307"   1.314"   0.755" 775.4  ^  44.07 "  75.32 "   6.837"   2.152"   0.629"    13
          14      1.165"   0.432"   0.348"   0.296"   0.829"   [   ]U   [   ]U  38.75 "  68.00 "   6.496"   1.872"   0.703"    14
          15      1.726"   0.419"   0.361"   0.294"   0.696"   [   ]U   [   ]U 116.9  &  68.36 "   5.978"   1.805"   0.680"    15
          16      1.365"   0.409"   0.373"   0.296"   0.674" 134.5  # 522.0  & 583.2  &  69.83 "   5.524"   1.661"   0.635"    16
          17      1.537"   0.437"   0.367"   0.300"   0.633"  37.69 " 962.3  ^ 242.9  &  51.87 "   5.204"   1.644"   0.663"    17
          18      1.342"   0.403"   0.348"   0.310"   0.645"  21.00 " 791.1  ^ 122.7  "  42.93 "   4.831"   1.529"   0.604"    18
          19      1.180"   0.361"   0.337"   0.305"   0.641" 302.3  & 751.3  ^  79.05 "  36.84 "   4.628"   1.343"   0.624"    19
          20      1.037"   0.348"   0.321"   0.291"   0.645" 430.4  & 499.9  &  60.42 "  32.46 "   4.515"   1.402"   0.571"    20
          21      0.996"   0.407"   0.463"   0.286"   0.654" 167.6  # 358.0  &  45.50 "  28.42 "   4.498"   1.391"   0.574"    21
          22      1.418"   0.453"   0.484"   0.289"   0.706"  82.74 " 416.3  &  37.39 "  25.55 "   4.568"   1.320"   0.597"    22
          23      1.443"   0.420"   0.417"   0.275"   0.686"  49.97 " 296.0  &  33.03 "  22.92 "   4.582"   1.245"   0.576"    23
          24      1.329"   0.427"   0.371"   0.263"   0.705" 209.1  & 180.2  "  55.22 "  20.81 "   4.195"   1.222"   0.606"    24
          25      1.009"   0.406"   0.370"   0.341"   0.687" 689.5  ^ 117.5  "  44.94 "  18.80 "   3.832"   1.189"   0.559"    25
          26      0.790"   0.376"   0.350"   0.523"   0.677" 454.9  ^  78.37 " 173.4  #  17.49 "   3.545"   1.261"   0.510"    26
          27      0.693"   0.378"   0.350"   0.652"   0.659" 230.4  #  58.14 "  89.50 "  17.37 "   3.430"   1.612"   0.477"    27
          28      0.651"   0.386"   0.338"   0.794"   0.685" 142.4  " 308.5  & 117.8  #  18.00 "   3.340"   1.486"   0.477"    28
          29      0.606"   0.389"   0.327"   0.727"   0.670"  67.02 " 260.8  & 419.9  &  17.56 "   3.179"   1.901"   0.471"    29
          30      0.635"            0.337"   0.533"   0.645"  43.27 " 123.3  "   [   ]U  17.02 "   3.182"   1.665"   0.528"    30
          31      0.759"            0.340"            0.792"          106.3  "   [   ]U            3.206"            0.493"    31

          Mean    0.987"   0.459"   0.401"   0.355"   0.698" 109.7  ^ 380.7  ^ 167.5  & 102.7  ^   6.714"   2.101"   0.731"
        Median    0.922"   0.425"   0.361"   0.303"   0.654"  29.34 ^ 308.5  ^ 112.8  &  59.71 ^   5.524"   1.838"   0.635"
       Maximum    1.726"   0.730"   0.771"   0.794"   1.983" 689.5  ^ 962.3  ^ 636.7  & 600.9  ^  16.57 "   3.457"   1.412"
       Minimum    0.606"   0.348"   0.281"   0.263"   0.406"   0.656^  58.14 ^  33.03 &  17.02 ^   3.179"   1.189"   0.471"
         Total   30.60 "  13.32 "  12.43 "  10.64 "  21.62 "3072    ^9518    ^4523    &2876    ^ 208.1  "  63.04 "  22.67 "
  Missing Days        0        0        0        0        0        2        6        4        2        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     57.87 ^                " ... Relative Uncertainty +/-10%
 Ann. Median      0.995^                # ... Relative Uncertainty +/-15%
Annual Total   20371   ^                & ... Relative Uncertainty +/-30%
Missing Days         14                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     962.3  ^      0.263^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.506"   0.419"   0.271"   0.176"   0.210"   1.713"   3.706"  22.38 "  16.74 " 135.2  "   3.303"   2.419"     1
           2      0.511"   0.382"   0.224"   0.193"   0.225"   1.410"   3.211"  13.56 "  14.67 "  80.43 "   3.194"   1.834"     2
           3      0.503"   0.372"   0.208"   0.230"   0.229"   1.248"   2.692"  18.29 "  13.09 "  48.18 "   3.109"   1.770"     3
           4      0.454"   0.296"   0.210"   0.230"   0.218"   1.391"   3.029"  21.33 "  11.64 "  32.00 "   2.995"   1.765"     4
           5      0.442"   0.279"   0.214"   0.224"   0.231"   1.069"   2.987"  15.26 "  20.14 "  23.02 "   2.930"   1.749"     5
           6      0.465"   0.341"   0.208"   0.218"   0.750"   1.008"   2.311"  18.10 "  59.92 "  17.33 "   2.854"   1.637"     6
           7      0.470"   0.350"   0.197"   0.232"   0.504"   1.087"   2.191"  26.17 "  59.76 "  13.77 "   2.826"   1.547"     7
           8      0.435"   0.354"   0.226"   0.228"   0.417"   1.511"   7.637"  17.54 "  38.70 "  11.91 "   2.690"   1.481"     8
           9      0.406"   0.317"   0.249"   0.188"   0.321"   1.866"  12.49 "  25.37 "  52.60 "  10.55 "   2.531"   1.406"     9
          10      0.405"   0.274"   0.202"   0.203"   0.386"   2.866"   5.851"  28.26 "  60.07 "   9.477"   2.394"   1.422"    10
          11      0.390"   0.284"   0.189"   0.221"   0.355"   3.222"   3.632"  41.74 "  38.79 "   8.547"   2.196"   1.273"    11
          12      0.387"   0.254"   0.205"   0.211"   1.502"   2.352"   5.983"  70.63 "  29.21 "   8.767"   2.064"   1.281"    12
          13      0.399"   0.246"   0.208"   0.250"   0.816"   2.006"   9.652"  35.90 "  28.10 "   8.347"   1.973"   1.245"    13
          14      0.394"   0.231"   0.237"   0.311"   0.553"   1.854"   5.415" 217.3  &  23.39 "   7.837"   1.956"   1.151"    14
          15      0.395"   0.219"   0.266"   0.313"   0.449"   1.597"   3.894" 305.7  &  20.32 "   7.719"   1.917"   1.150"    15
          16      0.426"   0.276"   0.260"   0.281"   0.431"   1.451"   3.199" 129.5  "  18.38 "   7.039"   1.867"   1.126"    16
          17      0.465"   0.296"   0.259"   0.263"   0.431"   1.568"   2.846"  63.96 "  16.36 "   6.432"   1.804"   1.148"    17
          18      0.461"   0.277"   0.256"   0.246"   0.416"   1.393"   2.658"  39.78 "  14.85 "   6.067"   1.792"   1.126"    18
          19      0.448"   0.277"   0.244"   0.197"   0.407"   1.241"   2.553"  27.86 "  13.40 "   5.737"   5.850"   1.205"    19
          20      0.379"   0.261"   0.238"   0.156"   0.603"   1.436"   2.781"  21.38 "  12.02 "   5.497"   2.778"   1.203"    20
          21      0.388"   0.224"   0.250"   0.176"   0.535"   1.408"   3.164"  17.40 "  11.07 "   7.065"   2.695"   1.135"    21
          22      0.415"   0.250"   0.241"   0.176"   0.494"   1.350"   3.028"  14.70 "  20.84 "   8.827"   2.307"   1.091"    22
          23      0.402"   0.240"   0.258"   0.186"   0.491"   1.366"   2.856"  14.92 "  42.56 "   7.640"   2.087"   1.061"    23
          24      0.412"   0.284"   0.244"   0.206"   0.724"   1.397"   2.623"  55.77 "  34.15 "   6.155"   2.477"   1.044"    24
          25      0.416"   0.283"   0.234"   0.280"   0.826"   1.286"   2.502"  39.05 "  21.78 "   5.536"   2.080"   1.019"    25
          26      0.405"   0.253"   0.278"   0.255"   0.713"   1.244"   2.399"  24.26 "  16.29 "   5.117"   1.885"   0.988"    26
          27      0.402"   0.250"   0.295"   0.208"   0.621"   1.312"   2.477"  18.23 "  13.36 "   4.675"   1.797"   0.947"    27
          28      0.433"   0.248"   0.254"   0.199"   0.586"   1.376"   2.696"  14.80 "  14.99 "   4.378"   1.716"   0.954"    28
          29      0.418"            0.250"   0.199"   1.345"   1.439"   4.759"  15.95 " 250.0  &   3.997"   1.684"   0.960"    29
          30      0.393"            0.219"   0.198"   1.975"   2.098"  99.62 "  25.33 " 285.7  &   3.756"   2.093"   0.993"    30
          31      0.370"            0.193"            2.015"           49.64 "  20.77 "            3.573"            0.920"    31

          Mean    0.426"   0.287"   0.235"   0.222"   0.638"   1.585"   8.532"  45.84 &  42.43 &  16.60 "   2.461"   1.292"
        Median    0.415"   0.277"   0.238"   0.215"   0.494"   1.409"   3.029"  24.26 &  20.58 &   7.719"   2.252"   1.151"
       Maximum    0.511"   0.419"   0.295"   0.313"   2.015"   3.222"  99.62 " 305.7  & 285.7  & 135.2  "   5.850"   2.419"
       Minimum    0.370"   0.219"   0.189"   0.156"   0.210"   1.008"   2.191"  13.56 &  11.07 &   3.573"   1.684"   0.920"
         Total   13.19 "   8.039"   7.285"   6.655"  19.78 "  47.56 " 264.5  "1421    &1273    & 514.6  "  73.84 "  40.05 "

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     10.11 &                " ... Relative Uncertainty +/-10%
 Ann. Median      1.397&                & ... Relative Uncertainty +/-30%
Annual Total   3690    &

                Maximum     Minimum
      Daily     305.7  &      0.156&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.884"   0.549"   0.262"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      1
           2      0.797"   0.474"   0.300"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      0.755"   0.456"   0.302"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      0.793"   0.380"   0.382"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      0.760"   0.403"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      0.771"   0.442"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      0.740"   0.394"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      0.752"   0.429"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      0.799"   0.412"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      0.829"   0.403"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      0.785"   0.388"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      0.741"   0.381"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      0.700"   0.393"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      0.741"   0.434"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      0.695"   0.459"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      0.769"   0.470"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      0.791"   0.443"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      0.685"   0.418"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      0.633"   0.418"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      0.492"   0.403"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      0.522"   0.338"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      0.555"   0.415"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      0.575"   0.392"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      0.537"   0.358"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      0.531"   0.368"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      0.511"   0.351"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      0.479"   0.330"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      0.474"   0.319"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      0.450"            [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      0.473"            [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      0.525"            [   ]             [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    0.663"   0.408"   0.311"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    0.700"   0.403"   0.301"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    0.884"   0.549"   0.382"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    0.450"   0.319"   0.262"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total   20.55 "  11.42 "   1.245"   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days        0        0       27       30       31       30       31       31       30       31       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      0.527"                " ... Relative Uncertainty +/-10%
 Ann. Median      0.473"                [ ... Not Available
Annual Total     33.21 "
Missing Days        302

                Maximum     Minimum
      Daily       0.884"      0.262"





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      1
           2      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      [   ]             [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      [   ]             [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      [   ]             [   ]             [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days       31       28       31       30       31       30       31       31       30       31       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      [   ]                 [ ... Not Available
 Ann. Median      [   ]
Annual Total      [   ]
Missing Days        365

                Maximum     Minimum
      Daily       [   ]       [   ]





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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
           2      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      [   ]             [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      [   ]             [   ]             [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days       31       29       31       30       31       30       31       31       30       31       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      [   ]                 [ ... Not Available
 Ann. Median      [   ]
Annual Total      [   ]
Missing Days        366

                Maximum     Minimum
      Daily       [   ]       [   ]





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      [   ]    [   ]    [   ]    [   ]    [   ]    6.074" 123.4  "  25.86 "  28.78 " 201.4  "  14.49 "   3.542"     1
           2      [   ]    [   ]    [   ]    [   ]    [   ]    5.783"  83.22 "  50.25 "  26.26 " 111.1  "  12.96 "   3.206"     2
           3      [   ]    [   ]    [   ]    [   ]    [   ]   46.88 "  65.94 " 132.6  "  24.18 "  68.76 "  12.13 "   3.038"     3
           4      [   ]    [   ]    [   ]    [   ]    [   ]   42.44 " 358.9  &  74.79 "  23.05 "  75.60 "   9.628"   2.914"     4
           5      [   ]    [   ]    [   ]    [   ]    [   ]   20.19 " 395.8  &  81.87 "  26.44 "  65.37 "   9.754"   2.742"     5
           6      [   ]    [   ]    [   ]    [   ]    [   ]   31.14 " 186.4  #  62.52 " 130.8  " 649.6  ^  12.95 "   2.769"     6
           7      [   ]    [   ]    [   ]    [   ]    [   ]  538.3  ^  78.69 "  58.65 " 118.8  " 337.6  &  10.04 "   2.750"     7
           8      [   ]    [   ]    [   ]    [   ]    [   ]  375.1  &  51.01 "  46.11 " 151.8  " 167.5  "   9.217"   2.731"     8
           9      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]U  38.99 "  38.28 " 180.1  " 115.4  "   9.141"   2.663"     9
          10      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]U  25.49 "  35.12 " 104.7  "  81.63 "   8.051"   2.666"    10
          11      [   ]    [   ]    [   ]    [   ]    1.000" 722.8  &  16.89 "  32.73 "  69.96 "  61.32 "   7.068"   3.644"    11
          12      [   ]    [   ]    [   ]    [   ]    2.435" 842.0  ^  64.78 " 137.1  &  70.36 "  49.45 "   6.580"   5.412"    12
          13      [   ]    [   ]    [   ]    [   ]    4.350" 445.0  & 103.6  " 382.7  &  69.74 "  40.53 "   6.282"   4.340"    13
          14      [   ]    [   ]    [   ]    [   ]    4.078" 185.1  "  85.54 " 287.3  #  97.94 "  33.79 "   6.018"   3.436"    14
          15      [   ]    [   ]    [   ]    [   ]    5.687" 111.9  "  86.32 # 145.6  "  67.38 "  29.14 "   5.610"   3.045"    15
          16      [   ]    [   ]    [   ]    [   ]  137.1  #  91.19 "  64.31 #   [   ]U  49.34 "  25.74 "   4.898"   2.815"    16
          17      [   ]    [   ]    [   ]    [   ]   65.59 " 188.6  "  51.88 #   [   ]U  98.60 "  23.06 "   4.623"   2.544"    17
          18      [   ]    [   ]    [   ]    [   ]   88.93 & 135.8  "  42.93 #   [   ]U 106.2  "  20.47 "   4.487"   2.475"    18
          19      [   ]    [   ]    [   ]    [   ]    [   ]U 136.6  "  35.71 # 565.5  ^  69.82 "  18.47 "   4.530"   2.455"    19
          20      [   ]    [   ]    [   ]    [   ]  306.9  &  96.77 "  31.91 " 266.6  #  78.61 "  16.70 "   4.478"   2.239"    20
          21      [   ]    [   ]    [   ]    [   ]  100.1  "  64.23 "  88.73 " 165.9  " 106.4  "  17.10 "   4.252"   2.020"    21
          22      [   ]    [   ]    [   ]    [   ]  129.0  "  49.06 "  90.12 " 107.7  "  67.91 "  20.77 "   3.812"   1.923"    22
          23      [   ]    [   ]    [   ]    [   ]   59.07 "   [   ]U 125.6  "  75.07 "  51.94 "  17.04 "   3.161"   1.995"    23
          24      [   ]    [   ]    [   ]    [   ]   31.55 "   [   ]U 106.9  "  57.57 "  42.00 "  15.83 "   3.019"   1.935"    24
          25      [   ]    [   ]    [   ]    [   ]   21.22 " 458.7  & 104.2  "  47.05 "  35.61 "  18.10 "   2.851"   1.884"    25
          26      [   ]    [   ]    [   ]    [   ]   16.06 " 204.8  #  74.72 "  40.57 "  31.68 "  17.54 "   2.701"   1.842"    26
          27      [   ]    [   ]    [   ]    [   ]   12.66 " 118.1  "  59.03 "  36.35 "  29.36 "  15.82 "  10.23 "   1.752"    27
          28      [   ]    [   ]    [   ]    [   ]   10.39 "  83.18 "  48.07 "  41.06 "  29.04 "  15.02 "  11.15 "   1.688"    28
          29      [   ]             [   ]    [   ]    8.966"  70.66 "  39.83 "  41.52 "  61.50 "  13.72 "   5.396"   1.643"    29
          30      [   ]             [   ]    [   ]    7.665" 163.5  "  33.38 "  39.86 " 113.9  "  13.69 "   4.145"   1.604"    30
          31      [   ]             [   ]             6.611"           28.37 "  33.22 "           15.42 "            1.536"    31

          Mean    [   ]    [   ]    [   ]    [   ]   50.97 & 201.3  ^  90.03 & 111.0  ^  72.07 "  76.54 ^   7.122"   2.621"
        Median    [   ]    [   ]    [   ]    [   ]   14.36 & 115.0  ^  65.94 &  58.11 ^  68.82 "  25.74 ^   6.150"   2.663"
       Maximum    [   ]    [   ]    [   ]    [   ]  306.9  & 842.0  ^ 395.8  & 565.5  ^ 180.1  " 649.6  ^  14.49 "   5.412"
       Minimum    [   ]    [   ]    [   ]    [   ]    1.000&   5.783^  16.89 &  25.86 ^  23.05 "  13.69 ^   2.701"   1.536"
         Total    [   ]    [   ]    [   ]    [   ] 1019    &5234    ^2791    &3109    ^2162    "2373    ^ 213.7  "  81.25 "
  Missing Days       31       28       31       30       11        4        0        3        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     74.82 ^                " ... Relative Uncertainty +/-10%
 Ann. Median     35.61 ^                # ... Relative Uncertainty +/-15%
Annual Total   16983   ^                & ... Relative Uncertainty +/-30%
Missing Days        138                 U ... Unrateable
                                        [ ... Not Available
                Maximum     Minimum     ^ ... Relative Uncertainty +/-50%
      Daily     842.0  ^      1.000^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      1.342"   1.564"   0.916"   0.750"   0.689"   0.626"   1.519"  26.69 "  24.90 "   5.299"   1.852"   1.348"     1
           2      1.314"   1.499"   0.873"   0.760"   0.669"   0.621"   1.240"  48.65 "  20.82 "   5.062"   1.693"   1.191"     2
           3      1.383"   1.451"   0.911"   0.735"   0.637"   0.598"   1.316"  42.27 "  16.81 "   5.304"   1.631"   1.187"     3
           4      1.635"   1.408"   0.995"   0.653"   0.642"   0.615"   1.393"  27.07 "  14.77 "   5.352"   1.626"   1.175"     4
           5      1.443"   1.350"   0.832"   0.620"   0.695"   0.692"   1.257"  15.98 "  13.33 "   5.300"   1.663"   1.115"     5
           6      1.263"   1.266"   0.789"   0.641"   0.822"   0.657"   1.249"  11.82 "  11.03 "   4.742"   1.611"   0.993"     6
           7      1.213"   1.251"   0.759"   0.603"   0.764"   0.638"   1.215"  26.76 "   9.226"   4.629"   1.365"   0.963"     7
           8      1.206"   1.258"   0.775"   0.597"   0.719"   0.588"   1.111"  58.82 "   8.447"   3.905"   1.407"   1.016"     8
           9      1.148"   1.203"   0.761"   0.620"   0.688"   0.576"   1.365"  30.19 "   7.973"   3.519"   1.436"   0.997"     9
          10      1.073"   1.172"   0.758"   0.665"   0.655"   0.561"   1.896"  17.51 "   8.970"   3.308"   1.385"   0.891"    10
          11      1.030"   1.182"   0.732"   0.715"   0.644"   0.558"   1.908"  12.54 "  12.49 "   3.723"   1.358"   0.942"    11
          12      1.125"   1.149"   0.735"   0.686"   0.623"   0.554"   1.526"  16.09 "  16.17 "   3.992"   1.362"   0.919"    12
          13      1.339"   1.095"   0.735"   0.669"   0.604"   0.546"   1.291"  23.78 "  13.51 "   5.712"   1.360"   0.916"    13
          14      1.340"   1.111"   0.733"   0.584"   0.585"   0.540"   1.229"  34.97 "  10.96 "   4.715"   1.214"   0.779"    14
          15      1.265"   1.158"   0.715"   0.599"   0.687"   0.498"   1.191" 362.8  &   9.690"   4.427"   1.166"   0.717"    15
          16      1.212"   1.230"   0.725"   0.644"   0.687"   0.496"   1.119" 146.7  "   9.153"   3.704"   1.104"   0.767"    16
          17      1.117"   1.215"   0.725"   0.607"   0.647"   0.493"   1.057"  56.07 "   9.477"   3.356"   1.015"   0.752"    17
          18      1.110"   1.215"   0.731"   0.635"   0.602"   0.511"   1.032"  30.42 "  10.74 "   3.124"   1.014"   0.828"    18
          19      1.102"   1.107"   0.677"   0.627"   0.594"   0.689"   0.959"  33.80 "  10.01 "   3.076"   1.003"   0.817"    19
          20      1.024"   1.078"   0.617"   0.576"   0.582"   0.912"   1.377" 125.0  "   9.570"   2.903"   1.051"   0.707"    20
          21      0.954"   1.028"   0.642"   0.600"   0.570"   0.768"   2.085"  60.43 "   9.274"   2.629"   1.067"   0.677"    21
          22      0.889"   1.021"   0.697"   0.595"   0.568"   0.869"   3.551" 475.9  &   9.577"   2.620"   0.977"   0.605"    22
          23      0.820"   1.050"   0.852"   0.663"   0.599"   1.052"   2.066" 313.4  &   8.775"   2.524"   0.927"   0.605"    23
          24      3.943"   1.035"   1.140"   0.681"   0.610"   0.897"   3.673" 112.3  "   7.737"   2.317"   0.893"   0.708"    24
          25      8.793"   0.979"   1.024"   1.010"   0.618"   0.781"  13.24 "  58.47 "   7.016"   2.238"   0.891"   0.498"    25
          26      8.769"   0.965"   0.836"   1.020"   0.585"   0.751"  16.88 "  41.22 "   6.670"   2.269"   0.848"   0.487"    26
          27      3.731"   0.953"   0.813"   0.805"   0.589"   1.285"  37.97 "  28.95 "   6.530"   2.103"   0.972"   0.599"    27
          28      2.470"   0.922"   0.834"   0.712"   0.579"   1.700"  53.11 "  23.00 "   6.229"   2.001"   1.098"   0.570"    28
          29      1.918"            0.758"   0.692"   0.693"   2.844" 107.2  "  19.20 "   5.807"   1.935"   1.549"   0.715"    29
          30      1.705"            0.739"   0.700"   0.721"   1.732"  88.82 "  16.41 "   5.532"   1.884"   1.372"   0.671"    30
          31      1.616"            0.653"            0.681"           42.11 "  20.98 "            1.963"            0.617"    31

          Mean    1.945"   1.176"   0.790"   0.682"   0.647"   0.822"  12.81 "  74.78 &  10.71 "   3.537"   1.264"   0.831"
        Median    1.265"   1.165"   0.758"   0.658"   0.642"   0.632"   1.393"  30.42 &   9.524"   3.356"   1.286"   0.779"
       Maximum    8.793"   1.564"   1.140"   1.020"   0.822"   2.844" 107.2  " 475.9  &  24.90 "   5.712"   1.852"   1.348"
       Minimum    0.820"   0.922"   0.617"   0.576"   0.568"   0.493"   0.959"  11.82 &   5.532"   1.884"   0.848"   0.487"
         Total   60.29 "  32.92 "  24.48 "  20.46 "  20.05 "  24.65 " 397.0  "2318    & 321.2  " 109.6  "  37.91 "  25.77 "

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      9.295&                " ... Relative Uncertainty +/-10%
 Ann. Median      1.119&                & ... Relative Uncertainty +/-30%
Annual Total   3393    &

                Maximum     Minimum
      Daily     475.9  &      0.487&







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          2007
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      0.442"   0.246"   0.317"   0.347"   0.723"   0.955"  72.33 " 547.6  & 140.9  "  41.52 "   [   ]    [   ]      1
           2      0.603"   0.254"   0.357"   0.415"   0.475"   0.802" 192.3  " 369.9  &  85.40 "  34.68 "   [   ]    [   ]      2
           3      0.858"   0.255"   0.308"   0.456"   0.414"   0.705" 187.5  " 212.0  $  58.79 "  29.65 "   [   ]    [   ]      3
           4      0.506"   0.257"   0.257"   0.459"   0.410"   0.636"  86.88 $ 125.7  $  45.28 "  26.15 "   [   ]    [   ]      4
           5      0.445"   0.251"   0.222"   0.483"   0.434"   0.607"  44.16 $  74.33 $  42.46 "  23.35 "   [   ]    [   ]      5
           6      0.558"   0.205"   0.199"   0.542"   0.404"   0.554"  24.28 $ 426.5  ^  34.69 "  21.11 "   [   ]    [   ]      6
           7      0.542"   0.226"   0.222"   0.514"   0.396"   0.588"  17.52 $ 739.6  ^  37.41 "  18.94 "   [   ]    [   ]      7
           8      0.533"   0.235"   0.211"   0.627"   0.369"   0.660"  19.12 $ 533.7  & 430.3  & 277.9  &   [   ]    [   ]      8
           9      0.580"   0.238"   0.250"   0.460"   0.377"   0.614" 139.8  $ 407.6  & 160.2  # 521.4  &   [   ]    [   ]      9
          10      0.633"   0.256"   0.241"   0.409"   0.360"   0.588"  20.36 $ 899.2  ^  77.61 " 211.5  #   [   ]    [   ]     10
          11      0.758"   0.272"   0.213"   0.389"   0.393"   0.572"  12.41 $ 808.2  ^ 136.2  & 145.4  "   [   ]    [   ]     11
          12      0.626"   0.262"   0.254"   0.436"   0.459"   0.563"   8.728$ 478.1  & 908.4  ^  90.66 "   [   ]    [   ]     12
          13      0.595"   0.232"   0.268"   0.381"   0.428"   0.726"   7.283$ 276.0  $ 490.5  &  54.91 "   [   ]    [   ]     13
          14      0.602"   0.260"   0.259"   0.229"   0.358"   1.049"   6.189$ 148.3  $ 244.8  #  41.19 "   [   ]    [   ]     14
          15      0.544"   0.337"   0.267"   1.116"   0.385"   0.869"   5.476$  75.25 $ 228.8  #  33.64 "   [   ]    [   ]     15
          16      0.327"   0.347"   0.233"   2.070"   0.346"   1.362"   5.043$  45.93 $ 127.5  "  29.51 "   [   ]    [   ]     16
          17      0.329"   0.345"   0.214"   0.997"   0.398"   1.074"   4.738$  32.79 $  95.59 "  26.17 "   [   ]    [   ]     17
          18      0.328"   0.340"   0.221"   0.512"   0.454"   0.890"   4.457$  27.51 " 160.1  #  24.22 "   [   ]    [   ]     18
          19      0.306"   0.326"   0.250"   0.387"   0.429"   0.816"   5.095$  24.54 " 228.0  #  21.67 "   [   ]    [   ]     19
          20      0.325"   0.356"   0.260"   0.397"   0.469"   0.754"  61.39 $  24.32 " 104.0  "  20.18 "   [   ]    [   ]     20
          21      0.352"   0.359"   0.294"   0.355"   0.394"   0.706" 291.6  &  21.67 "  70.76 "  18.54 "   [   ]    [   ]     21
          22      0.309"   0.280"   0.239"   0.386"   0.383"   0.985" 721.4  &  34.65 "  61.76 "  16.19 "   [   ]    [   ]     22
          23      0.294"   0.219"   0.223"   0.387"   0.393"   2.417"   [   ]U 161.8  "  50.55 "  14.08 "   [   ]    [   ]     23
          24      0.287"   0.181"   0.257"   0.433"   0.398"   4.749"   [   ]U  88.51 " 593.7  ^  12.48 "   [   ]    [   ]     24
          25      0.283"   0.202"   0.264"   0.429"   0.447"   3.616" 753.7  ^  62.83 " 430.2  &  11.11 "   [   ]    [   ]     25
          26      0.248"   0.251"   0.239"   0.357"   0.632"   2.521" 562.6  & 203.8  & 165.3  "  10.40 "   [   ]    [   ]     26
          27      0.231"   0.230"   0.246"   0.344"   1.006"  10.34 "   [   ]U 192.4  # 113.0  "  12.66 "   [   ]    [   ]     27
          28      0.227"   0.263"   0.249"   0.349"   3.562" 122.8  "   [   ]U 111.8  "  84.51 "  15.06 "   [   ]    [   ]     28
          29      0.257"            0.291"   0.396"   2.997"  49.82 " 488.2  &   [   ]U  60.45 "  12.33 "   [   ]    [   ]     29
          30      0.275"            0.343"   0.524"   1.933"  56.92 " 413.2  &   [   ]U  48.32 "  10.51 "   [   ]    [   ]     30
          31      0.275"            0.379"            1.209"          588.8  & 293.6  &            9.438"            [   ]     31

          Mean    0.435"   0.267"   0.260"   0.520"   0.704"   9.009" 175.7  ^ 256.8  ^ 183.9  ^  59.24 &   [   ]    [   ]
        Median    0.352"   0.255"   0.250"   0.422"   0.414"   0.842"  44.16 ^ 161.8  ^ 108.5  ^  23.35 &   [   ]    [   ]
       Maximum    0.858"   0.359"   0.379"   2.070"   3.562" 122.8  " 753.7  ^ 899.2  ^ 908.4  ^ 521.4  &   [   ]    [   ]
       Minimum    0.227"   0.181"   0.199"   0.229"   0.346"   0.554"   4.457^  21.67 ^  34.69 ^   9.438&   [   ]    [   ]
         Total   13.48 "   7.484"   8.047"  15.59 "  21.84 " 270.3  "4745    ^7448    ^5516    ^1837    &   [   ]    [   ]
  Missing Days        0        0        0        0        0        0        4        2        0        0       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     66.72 ^                " ... Relative Uncertainty +/-10%
 Ann. Median      0.683^                # ... Relative Uncertainty +/-15%
Annual Total   19881   ^                $ ... Relative Uncertainty +/-20%
Missing Days         67                 & ... Relative Uncertainty +/-30%
                                        U ... Unrateable
                Maximum     Minimum     [ ... Not Available
      Daily     908.4  ^      0.181^    ^ ... Relative Uncertainty +/-50%





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      1
           2      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      [   ]             [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      [   ]             [   ]             [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days       31       29       31       30       31       30       31       31       30       31       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      [   ]                 [ ... Not Available
 Ann. Median      [   ]
Annual Total      [   ]
Missing Days        366

                Maximum     Minimum
      Daily       [   ]       [   ]





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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
           2      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      [   ]             [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      [   ]             [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      [   ]             [   ]             [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days       31       28       31       30       31       30       31       31       30       31       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      [   ]                 [ ... Not Available
 Ann. Median      [   ]
Annual Total      [   ]
Missing Days        365

                Maximum     Minimum
      Daily       [   ]       [   ]





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      [   ]    [   ]    [   ]    [   ]    [   ]    1.639#  12.11 #  29.77 #  16.67 #  11.67 #   2.209#   0.797#     1
           2      [   ]    [   ]    [   ]    [   ]    [   ]    1.290#   6.673#  21.34 #  10.53 #  10.23 #   1.927#   0.729#     2
           3      [   ]    [   ]    [   ]    [   ]    [   ]    1.095#   5.436#  16.68 #   8.540#   4.603#   1.795#   0.758#     3
           4      [   ]    [   ]    [   ]    [   ]    [   ]    1.003#   2.999#  14.11 #  10.17 #   3.548#   1.716#   0.793#     4
           5      [   ]    [   ]    [   ]    [   ]    [   ]    1.040#   2.437#  14.65 #   7.417#   3.428#   1.679#   0.851#     5
           6      [   ]    [   ]    [   ]    [   ]    [   ]    2.082#   4.851#  13.99 #   6.978#   8.859#   1.804#   0.811#     6
           7      [   ]    [   ]    [   ]    [   ]    [   ]    1.454#   6.027#  13.07 #   8.707#   8.529#   1.665#   0.867#     7
           8      [   ]    [   ]    [   ]    [   ]    [   ]    1.016#  34.97 #  11.45 #  23.55 #   5.493#   1.935#   0.761#     8
           9      [   ]    [   ]    [   ]    [   ]    [   ]    0.902# 192.1  &   8.395#  28.45 #   3.334#   1.710#   0.738#     9
          10      [   ]    [   ]    [   ]    [   ]    [   ]    1.547# 153.5  &  11.25 #  23.41 #   3.078#   1.744#   0.730#    10
          11      [   ]    [   ]    [   ]    [   ]    [   ]    4.570#  93.93 #  11.24 #  14.02 #   3.002#   2.999#   0.738#    11
          12      [   ]    [   ]    [   ]    [   ]    [   ]    4.606# 181.0  $ 122.6  ^  11.31 #   2.680#   3.538#   0.740#    12
          13      [   ]    [   ]    [   ]    [   ]    [   ]    4.610# 152.1  $ 345.3  ^  10.32 #   3.639#   3.853#   0.726#    13
          14      [   ]    [   ]    [   ]    [   ]    [   ]    2.698#  67.03 # 105.0  #   8.629#   9.957#   3.442#   0.700#    14
          15      [   ]    [   ]    [   ]    [   ]    [   ]   12.82 #  36.71 #  48.35 #   7.547#   8.747#   1.815#   0.684#    15
          16      [   ]    [   ]    [   ]    [   ]    [   ]   15.58 #  29.74 #  29.81 #   6.868#   8.106#   1.458#   0.684#    16
          17      [   ]    [   ]    [   ]    [   ]    [   ]    8.558#  30.71 #  24.79 #   6.119#   3.990#   6.039#   0.691#    17
          18      [   ]    [   ]    [   ]    [   ]    [   ]    6.656#  20.15 #  21.34 #   5.550#   2.728#   3.745#   0.708#    18
          19      [   ]    [   ]    [   ]    [   ]    [   ]    8.813#  15.45 #  18.21 #   5.325#   2.528#   2.938#   1.159#    19
          20      [   ]    [   ]    [   ]    [   ]    [   ]    7.096#  12.72 #  18.06 #   5.160#   2.721#   5.230#   2.040#    20
          21      [   ]    [   ]    [   ]    [   ]    [   ]    2.608#  10.49 #  18.60 #   5.106#   2.867#   3.004#   1.293#    21
          22      [   ]    [   ]    [   ]    [   ]    [   ]    5.692#   8.926#  16.48 #   4.956#   2.431#   1.734#   0.999#    22
          23      [   ]    [   ]    [   ]    [   ]    [   ]   18.44 #   7.822#  15.05 #   4.772#   2.346#   1.325#   0.924#    23
          24      [   ]    [   ]    [   ]    [   ]    [   ]   15.29 #   7.108#  15.39 #   7.309#   2.356#   1.139#   0.855#    24
          25      [   ]    [   ]    [   ]    [   ]    [   ]    9.608#   7.037#  18.97 #  10.34 #   2.404#   1.063#   0.757#    25
          26      [   ]    [   ]    [   ]    [   ]    [   ]    5.902#  15.17 #  18.31 #   5.086#   2.236#   0.973#   0.577#    26
          27      [   ]    [   ]    [   ]    [   ]    [   ]    3.710#  77.00 #  14.82 #   4.405#   2.135#   0.838#   0.588#    27
          28      [   ]    [   ]    [   ]    [   ]    [   ]    2.924# 104.7  #  13.65 #   4.169#   2.027#   0.898#   0.589#    28
          29      [   ]             [   ]    [   ]    [   ]    7.226# 229.6  &   9.319#   6.558#   1.981#   0.896#   0.576#    29
          30      [   ]             [   ]    [   ]    [   ]   11.04 #  91.55 #  10.25 #  11.92 #   1.862#   0.872#   0.600#    30
          31      [   ]             [   ]             [   ]            47.18 #  14.47 #            2.045#            0.544#    31

          Mean    [   ]    [   ]    [   ]    [   ]    [   ]    5.717#  53.78 &  34.35 ^   9.663#   4.373#   2.199#   0.807#
        Median    [   ]    [   ]    [   ]    [   ]    [   ]    4.588#  20.15 &  16.48 ^   7.482#   3.002#   1.769#   0.738#
       Maximum    [   ]    [   ]    [   ]    [   ]    [   ]   18.44 # 229.6  & 345.3  ^  28.45 #  11.67 #   6.039#   2.040#
       Minimum    [   ]    [   ]    [   ]    [   ]    [   ]    0.902#   2.437&   8.395^   4.169#   1.862#   0.838#   0.544#
         Total    [   ]    [   ]    [   ]    [   ]    [   ]  171.5  #1667    &1065    ^ 289.9  # 135.6  #  65.98 #  25.01 #
  Missing Days       31       28       31       30       31        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     15.98 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      5.096^                $ ... Relative Uncertainty +/-20%
Annual Total   3420    ^                & ... Relative Uncertainty +/-30%
Missing Days        151                 [ ... Not Available
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     345.3  ^      0.544^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.534#   0.486#   0.291#   0.227#   0.339#   5.226# 319.9  ^ 205.7  &  20.35 #  29.07 #   3.769#   5.570#     1
           2      0.554#   0.493#   0.374#   0.217#   0.345#  66.53 # 137.5  $ 210.6  &  30.85 #  23.86 #   3.934#   3.521#     2
           3      0.585#   0.453#   0.424#   0.230#   0.359#  14.39 # 336.3  ^ 175.6  $  40.36 #  22.09 #   4.367#   2.475#     3
           4      0.610#   0.453#   0.338#   0.227#   0.354#   4.406# 107.2  $ 127.5  $  36.51 #  19.61 #   4.705#   2.384#     4
           5      0.754#   0.493#   0.348#   0.232#   0.495#   2.228#  45.81 #  68.43 #  27.48 #  17.26 #   9.882#   2.395#     5
           6      0.862#   0.518#   0.339#   0.245#   0.502#   1.519#  27.70 #  44.10 #  21.46 #  15.56 #  15.85 #   3.019#     6
           7      0.713#   0.456#   0.337#   0.304#   0.384#   1.209#  20.34 #  32.28 #  18.36 #  14.30 #  13.99 #   5.057#     7
           8      0.636#   0.421#   0.322#   0.322#   0.367#   1.105#  15.87 #  38.93 #  16.45 #  13.34 #  33.53 #   4.980#     8
           9      0.612#   0.454#   0.322#   0.277#   0.370#   1.077#  12.79 #  46.70 #  14.75 #  11.45 #  18.56 #   5.571#     9
          10      0.535#   0.399#   0.314#   0.259#   0.356#   1.055#  10.62 #  29.58 #  12.41 #   9.639#  11.26 #   4.904#    10
          11      0.496#   0.376#   0.321#   0.291#   0.352#   1.052#  10.89 #  23.32 #  11.10 #   9.121#   6.088#   4.138#    11
          12      0.504#   0.361#   0.297#   0.324#   0.335#   1.042#  12.75 #  20.23 #  10.36 #   8.864#   6.398#   3.414#    12
          13      6.453#   0.373#   0.297#   0.296#   0.340#   1.013#  11.12 #  19.21 #   9.794#   8.054#   6.327#   4.542#    13
          14      2.106#   0.404#   0.292#   0.293#   0.348#   1.456#   9.186# 195.0  &   9.525#   7.482#   5.096#   8.037#    14
          15      0.968#   0.393#   0.287#   0.291#   0.354#   3.149# 111.3  & 250.5  ^   9.747#   6.972#   4.922#   6.050#    15
          16      0.663#   0.411#   0.286#   0.273#   0.376#   4.022# 144.1  & 375.3  ^  10.77 #   6.659#   5.839#   4.506#    16
          17      0.578#   0.411#   0.313#   0.266#   0.441#   3.186#  50.10 # 153.5  $  14.08 #   5.991#   6.405#   3.042#    17
          18      0.522#   0.445#   0.324#   0.271#   0.434#   3.647#  27.02 #  77.85 # 207.6  ^   6.175#   6.224#   4.342#    18
          19      0.508#   0.401#   0.338#   0.265#   0.375#   4.753#  19.15 #  49.84 # 173.0  &   6.033#   6.654#   2.767#    19
          20      0.470#   0.371#   0.326#   0.286#   1.551#   3.949#  40.17 #  35.53 #  72.93 #   5.565#   5.182#   2.361#    20
          21      0.485#   0.387#   0.310#   0.280#   0.608#   3.309#  83.43 #  30.44 # 142.5  &   4.982#   3.852#   2.740#    21
          22      0.505#   0.362#   0.309#   0.270#   0.455#   2.596#  74.66 #   [   ]U 165.6  &   5.090#   3.151#   4.512#    22
          23      0.605#   0.357#   0.317#   0.260#   0.483#   2.384#  86.92 # 426.6  ^  62.37 #   4.801#   3.405#   3.524#    23
          24      0.754#   0.355#   0.291#   0.351#   0.611#  13.78 $  46.99 # 210.2  &  36.48 #   4.671#   3.555#   2.492#    24
          25      0.626#   0.374#   0.263#   0.332#   0.707# 246.6  ^  32.23 # 104.7  #  27.57 #   5.084#   3.137#   2.140#    25
          26      0.569#   0.362#   0.247#   0.365#   0.685#  50.00 #  86.24 #  61.90 #  25.45 #   4.967#   3.570#   1.996#    26
          27      0.524#   0.343#   0.248#   0.716#   0.709#  21.05 #  57.01 $  44.01 # 104.4  &   5.417#   3.131#   1.901#    27
          28      0.507#   0.314#   0.256#   0.530#   0.728# 468.1  ^ 366.0  ^  34.27 # 191.9  &   4.686#   2.775#   1.861#    28
          29      0.570#            0.244#   0.356#   0.667# 281.8  ^ 290.1  &  28.20 #  77.80 #   4.112#   2.637#   1.891#    29
          30      0.556#            0.242#   0.332#   3.583# 450.2  ^ 302.4  &  24.66 #  42.13 #   3.817#   2.402#   1.902#    30
          31      0.540#            0.228#            2.402#          272.9  &  22.33 #            3.705#            1.738#    31

          Mean    0.836#   0.408#   0.305#   0.306#   0.659#  55.53 ^ 102.2  ^ 105.6  ^  54.80 ^   9.627#   7.020#   3.541#
        Median    0.570#   0.400#   0.310#   0.283#   0.434#   3.478^  50.10 ^  48.27 ^  27.53 ^   6.659#   5.009#   3.042#
       Maximum    6.453#   0.518#   0.424#   0.716#   3.583# 468.1  ^ 366.0  ^ 426.6  ^ 207.6  ^  29.07 #  33.53 #   8.037#
       Minimum    0.470#   0.314#   0.228#   0.217#   0.335#   1.013^   9.186^  19.21 ^   9.525^   3.705#   2.402#   1.738#
         Total   25.90 #  11.43 #   9.444#   9.187#  20.42 #1666    ^3169    ^3167    ^1644    ^ 298.4  # 210.6  # 109.8  #
  Missing Days        0        0        0        0        0        0        0        1        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     28.41 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      3.143^                $ ... Relative Uncertainty +/-20%
Annual Total   10341   ^                & ... Relative Uncertainty +/-30%
Missing Days          1                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     468.1  ^      0.217^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      1.721#   0.678#   0.614#   0.605#   0.627#   1.409#  19.16 #  30.10 #  21.89 #  28.02 #   3.647$   6.956$     1
           2      1.617#   0.760#   0.798#   0.822#   0.610#   1.112#  16.20 #  33.72 #  22.04 #  22.62 #  10.75 $   3.238$     2
           3      1.487#   1.005#   0.836#   0.803#   0.564#   1.061#  13.49 # 145.2  $  47.31 &  20.17 $  32.43 $   1.976$     3
           4      1.405#   0.925#   0.895#   0.744#   0.888#   1.009#  11.41 # 185.6  & 463.9  ^  16.54 $  47.74 $   0.907$     4
           5      1.476#   0.834#   0.809#   0.742#   6.286#   0.996#   9.777# 134.7  $ 300.3  ^   7.763$  34.14 $   4.084$     5
           6      3.428#   0.688#   0.749#   0.609#   6.773#   1.082#  12.52 #  94.17 $ 191.0  &   5.335$  20.07 $  10.45 $     6
           7      3.274#   0.688#   0.782#   0.577#   2.896#   2.054#  23.19 # 139.7  $  87.24 #  58.24 $   8.365$  11.32 $     7
           8      2.194#   0.652#   1.021#   0.565#   3.041#   2.234#  19.23 #  21.11 #  51.31 #  28.28 $   5.031$   1.984$     8
           9      2.133#   0.591#   0.833#   0.543#   2.699#   2.001#  14.53 #   6.245#  34.43 #   4.364$   3.852$   3.357$     9
          10      1.601#   0.641#   0.787#   0.491#   1.664#  14.95 #  14.45 #   6.215#  28.53 #   3.705$   2.923$   5.611$    10
          11      1.447#   0.712#   0.761#   0.431#   1.359# 143.7  $  21.43 #  22.21 #  24.03 #   3.391$   2.440$   6.068$    11
          12      1.966#   0.716#   0.828#   0.496#   1.207# 257.5  ^  16.79 # 267.1  ^  21.01 #  17.67 $   2.144$ 377.2  ^    12
          13      2.226#   0.687#   0.926#   0.449#   1.104# 423.3  ^  12.76 # 450.4  ^  19.26 #  18.42 $   3.122$ 273.2  &    13
          14      2.158#   0.696#   0.683#   0.433#   1.126# 159.2  $  10.45 # 187.6  &  17.22 #  13.14 $   2.530$ 125.9  $    14
          15      2.058#   0.688#   0.604#   0.442#   1.013# 159.0  $   9.728#  82.52 #  15.11 #   9.745$   2.025$  86.13 $    15
          16      1.950#   0.707#   0.617#   0.439#   1.102#  58.00 #  23.06 #  37.31 #  14.33 #   8.740$   2.715$  63.83 $    16
          17      1.408#   0.670#   0.602#   0.452#   1.007#  31.25 #  31.59 #  21.48 #  12.83 #   8.322$   2.220$  51.73 $    17
          18      1.141#   0.760#   0.629#   0.526#   1.083#  21.96 #  19.45 #  16.31 #  17.32 #   8.361$   2.156$  41.60 $    18
          19      1.175#   0.698#   0.606#   0.548#   1.102# 450.2  ^  14.09 #  14.50 #  19.50 #   9.717$   1.424$  36.23 $    19
          20      1.450#   0.634#   0.526#   0.457#   1.056# 323.2  ^  11.54 #  14.21 #  35.31 #   4.266$   0.858$  30.29 $    20
          21      1.447#   0.649#   0.574#   0.508#   1.001# 263.8  ^   9.721#  19.37 #  34.11 #   4.811$   0.651$  25.25 $    21
          22      1.430#   0.653#   0.530#   0.579#   0.989#  89.67 #   8.655#  38.42 #  65.03 #   7.668$   1.851$  20.49 $    22
          23      1.182#   0.640#   0.535#   0.522#   1.034#  44.00 #   9.244#  28.03 #  53.69 #   4.185$   2.429$  17.97 $    23
          24      0.910#   0.616#   0.576#   0.427#   1.025#  27.59 #  10.92 #  22.68 #  61.59 #   3.584$   1.778$  14.71 $    24
          25      0.854#   0.628#   0.640#   0.444#   0.996#  20.74 #   9.496#  20.38 #  55.96 #   2.648$   1.635$  12.91 $    25
          26      0.828#   0.824#   0.683#   0.462#   0.989#  17.11 #   7.801#  18.79 #  78.15 #   2.102$   2.543$  10.80 $    26
          27      0.790#   0.730#   0.670#   0.466#   0.985#  67.46 #   6.856#  18.93 # 165.5  $   1.763$  24.91 $   8.876$    27
          28      0.812#   0.613#   0.682#   0.516#   1.014#  67.96 #   6.305#  20.08 # 127.0  $   2.439$ 246.8  ^   7.282$    28
          29      0.710#   0.593#   0.646#   0.880#   1.016#  36.55 #   5.848#  19.78 #  65.48 #   3.304$ 105.3  &   5.407$    29
          30      0.659#            0.581#   0.745#   1.002#  24.17 #   5.548#  17.80 #  40.80 #   3.794$  26.73 $   4.379$    30
          31      0.651#            0.599#            1.117#           10.05 #  17.20 #            2.655$            3.441$    31

          Mean    1.535#   0.703#   0.697#   0.557#   1.561#  90.48 ^  13.40 #  69.41 ^  73.04 ^  10.83 $  20.17 ^  41.08 ^
        Median    1.447#   0.688#   0.670#   0.519#   1.034#  29.42 ^  11.54 #  22.21 ^  38.06 ^   7.668$   2.819^  10.80 ^
       Maximum    3.428#   1.005#   1.021#   0.880#   6.773# 450.2  ^  31.59 # 450.4  ^ 463.9  ^  58.24 $ 246.8  ^ 377.2  ^
       Minimum    0.651#   0.591#   0.526#   0.427#   0.564#   0.996^   5.548#   6.215^  12.83 ^   1.763$   0.651^   0.907^
         Total   47.58 #  20.38 #  21.62 #  16.72 #  48.38 #2714    ^ 415.3  #2152    ^2191    ^ 335.8  $ 605.2  ^1274    ^

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     26.89 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      3.256^                $ ... Relative Uncertainty +/-20%
Annual Total   9842    ^                & ... Relative Uncertainty +/-30%
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     463.9  ^      0.427^







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      2.801$   1.567$  53.58 $   0.790#   0.825#  17.65 #  11.85 # 174.2  $ 204.3  &  67.40 #   5.012#   2.970#     1
           2      2.398$   1.526$  39.86 $   0.781#   1.929#  11.00 #   8.676# 144.2  $ 132.9  #  51.91 #   4.585#   2.699#     2
           3      1.796$   1.305$  48.19 $   0.771#   1.380#   7.738#   7.415#  90.33 #  98.85 #  41.96 #   4.386#   2.405#     3
           4      1.213$   1.128$  91.55 $   0.767#   0.976#   5.967#   6.318#  62.42 # 143.6  #  34.10 #   4.613#   2.276#     4
           5      0.767$   1.321$  82.87 $   0.740#   0.891#   5.660#   5.455#  50.93 #  88.82 #  31.80 #   4.394#   2.109#     5
           6      0.801$   1.229$  16.36 $   0.718#   0.895#   5.090#   4.920#  60.95 #  62.09 #  39.40 #   4.179#   2.069#     6
           7     24.69 $   0.709$   9.779$   0.679#   0.930#   4.428#   4.434#   [   ]U  47.97 #  31.97 #   4.331#   2.064#     7
           8     28.16 $   0.924$   5.979$   0.678#   1.682#   4.181#   4.076#   [   ]U  40.22 #  27.49 #   4.168#   1.922#     8
           9      8.469$   1.300$   9.914$   0.701#   5.849#   5.100#   6.489#   [   ]U  34.24 #  29.32 #   4.151#   1.766#     9
          10      1.642$   3.848$  26.49 $   0.676#  28.91 #   9.731#  26.74 # 461.4  ^  30.33 #  28.23 #   3.986#   1.755#    10
          11      1.304$  21.26 $  14.68 $   0.659#  18.84 #  10.22 #  69.57 & 347.8  ^  86.85 $  23.97 #   3.756#   1.736#    11
          12      0.939$  40.80 $   1.177$   0.798#   9.131#   6.994# 303.0  ^ 215.1  & 256.0  &  22.33 #   3.538#   1.994#    12
          13      0.762$  35.51 $   0.727$   0.795#   4.646#   5.453#  97.33 # 141.1  # 151.5  $  19.71 #   3.347#   1.977#    13
          14      1.144$  13.40 $   0.577$   0.731#   3.057#   4.755#  52.60 # 105.8  # 308.7  ^  17.51 #   3.262#   1.850#    14
          15      1.408$   4.499$   1.151!   0.730#   2.438#   4.223#  97.29 # 111.0  $ 265.4  &  15.99 #   3.108#   1.851#    15
          16      0.592$   9.503$   0.935#   0.725#   5.083#   3.929# 151.2  $ 199.0  $ 252.2  ^  15.49 #   3.121#   1.757#    16
          17      1.266$   1.925$   0.713#   0.763#  59.22 #   4.121# 153.6  $ 185.5  $ 658.9  ^  14.64 #   3.162#   1.668#    17
          18      1.047$   3.618$   0.689#   1.032#  31.18 #   3.916#  68.70 # 124.8  # 277.1  ^  13.75 #   3.074#   1.685#    18
          19      1.271$   4.612$   0.685#   0.851#  16.11 #   3.832#  39.13 #  81.98 # 192.3  $  13.41 #   2.948#   1.657#    19
          20      1.449$  12.87 $   0.617#   0.822#  14.12 #   3.637#  26.84 #  59.86 # 322.6  ^  16.67 #   2.942#   1.624#    20
          21      0.682$  56.16 $   0.574#   0.762#  14.08 #   3.603#  20.68 #  50.01 # 259.1  ^  17.40 #   3.048#   1.477#    21
          22      0.869$  54.84 $   0.664#   0.870#   9.581#   3.511#  17.25 #  42.60 # 548.2  ^  14.06 #   2.993#   1.457#    22
          23      0.871$  24.62 $   0.765#   0.762#   6.308#   3.936#  64.98 ^  37.28 # 650.8  ^  12.03 #   2.877#   1.461#    23
          24      0.638$  11.34 $   0.812#   0.757#   4.770#   3.980# 755.1  ^  32.55 # 545.3  ^  10.65 #   2.900#   1.420#    24
          25      0.722$   2.335$   0.793#   0.784#   3.934#   5.361# 308.5  ^  28.78 # 277.1  ^   9.017#   2.711#   1.347#    25
          26      0.528$   1.946$   1.089#   0.775#   3.555#   6.949#   [   ]U  28.09 # 158.2  $   8.774#   2.752#   1.410#    26
          27      0.332$   5.187$   0.883#   0.817#   3.378#   8.158#   [   ]U  36.93 # 116.8  #   8.088#   2.673#   1.418#    27
          28      0.313$  29.35 $   0.812#   0.772#   3.218#  12.61 #   [   ]U 375.0  ^  82.62 #   7.766#   2.626#   1.279#    28
          29      0.370$            0.840#   0.702#   2.984#  24.41 # 313.9  ^ 243.3  &  65.28 #   6.876#   2.916#   1.248#    29
          30      0.779$            0.839#   0.762#  19.48 #  17.84 # 145.5  $ 455.7  ^  86.12 #   6.315#   3.197#   1.217#    30
          31      1.518$            0.833#           36.45 #          169.2  $ 378.3  ^            5.442#            1.250#    31

          Mean    2.953$  12.45 $  13.40 !   0.766#  10.19 #   7.266# 105.0  ^ 154.5  ^ 214.8  ^  21.40 #   3.492#   1.768#
        Median    1.047$   4.173$   0.883!   0.763#   4.646#   5.231#  45.87 ^ 108.4  ^ 154.8  ^  16.67 #   3.179#   1.736#
       Maximum   28.16 $  56.16 $  91.55 !   1.032#  59.22 #  24.41 # 755.1  ^ 461.4  ^ 658.9  ^  67.40 #   5.012#   2.970#
       Minimum    0.313$   0.709$   0.574!   0.659#   0.825#   3.511#   4.076^  28.09 ^  30.33 ^   5.442#   2.626#   1.217#
         Total   91.54 $ 348.6  $ 415.4  !  22.97 # 315.8  # 218.0  #2941    ^4325    ^6444    ^ 663.5  # 104.8  #  54.82 #
  Missing Days        0        0        0        0        0        0        3        3        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     44.42 !                ! ... Not reviewed / Quality not known
 Ann. Median      4.499!                # ... Relative Uncertainty +/-15%
Annual Total   15945   !                $ ... Relative Uncertainty +/-20%
Missing Days          6                 & ... Relative Uncertainty +/-30%
                                        U ... Unrateable
                Maximum     Minimum     ^ ... Relative Uncertainty +/-50%
      Daily     755.1  !      0.313!





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      1.065#   0.592#   0.338$   0.583#   0.506#   2.852#  10.78 #  69.18 # 203.4  &  57.32 #   3.973#   2.965#     1
           2      1.077#   0.562#   0.321$   0.525#   0.476#   2.611# 129.9  &  53.86 # 117.7  #  39.42 #   3.830#   2.673#     2
           3      1.062#   0.475#   0.320$   0.523#   0.507#   2.533# 172.9  &  43.41 #  75.49 #  30.00 #   3.624#   2.236#     3
           4      1.085#   0.539#   0.270$   0.531#   0.506#   2.275#  68.09 #  36.54 #  54.16 #  25.04 #   3.449#   2.059#     4
           5      1.136#   0.635#   0.291$   0.567#   0.528#   2.212#  50.89 #  31.70 #  43.28 #  23.82 #   3.383#   2.035#     5
           6      1.222#   0.611#   0.290$   0.560#   0.537#   2.173# 125.7  &  27.92 #  38.26 #  29.04 #   3.512#   2.025#     6
           7      1.191#   0.578#   0.288$   0.552#   0.766#   2.026# 287.4  ^  33.12 #  43.37 #  24.26 #   3.547#   1.993#     7
           8      1.095#   0.576#   0.308$   0.523#   0.857#   1.961# 434.9  ^  50.21 # 217.3  &  20.29 #   3.291#   1.765#     8
           9      1.026#   0.566#   0.296$   0.490#   0.709#   2.786# 188.1  &  36.27 # 241.5  &  17.44 #   3.416#   1.578#     9
          10      1.087#   0.561#   0.319$   0.486#   0.744#   6.646#  95.55 $  28.63 # 129.4  $  15.40 #   3.350#   1.555#    10
          11      0.959#   0.568#   0.332$   0.478#   0.666#   4.605#  62.04 $  24.73 #  81.35 #  13.94 #   3.146#   1.664#    11
          12      0.888#   0.595#   0.335$   0.448#   0.656#   3.777#  52.20 $  21.56 #  62.51 #  12.65 #   3.088#   1.610#    12
          13      0.727#   0.612#   0.307$   0.440#   0.576#   3.093#  35.56 $  18.64 #  45.77 #  11.30 #   2.825#   1.469#    13
          14      0.742#   0.607#   0.303$   0.416#   0.585#   2.707# 160.5  &  16.49 #  36.11 #  10.26 #   2.726#   1.469#    14
          15      0.817#   0.584#   0.290$   0.428#   0.600#   2.570# 188.3  &  14.50 #  30.62 #   9.462#   2.727#   1.494#    15
          16      0.922#   0.536#   0.294$   0.405#   0.638#   2.469#  99.93 $  12.91 #  26.77 #   8.196#   2.820#   1.480#    16
          17      0.795#   0.494#   0.320$   0.393#   0.646#  52.04 $  54.08 $  12.65 #  23.59 #   7.249#   2.782#   1.453#    17
          18      0.768#   0.463#   0.340$   0.382#   0.719# 203.9  &  33.95 $ 134.8  &  20.83 #   6.675#   2.837#   1.499#    18
          19      0.711#   0.448#   0.476$   0.387#   0.826# 186.1  &  22.54 $ 246.6  &  19.18 #   7.125#   2.750#   1.501#    19
          20      0.649#   0.408#   0.489#   0.381#   2.198# 207.9  &  27.03 $ 119.1  #  17.68 #   6.996#   2.812#   1.424#    20
          21      0.655#   0.340#   0.466#   0.379#   1.291# 184.1  ^  62.89 $ 336.0  ^  24.40 #   7.168#   3.073#   1.288#    21
          22      0.648#   0.334#   0.466#   0.338#   1.159# 498.1  ^ 489.7  ^ 283.9  ^ 132.2  $   6.826#   3.185#   1.317#    22
          23      0.622#   0.332#   0.497#   0.354#   5.006# 139.3  $ 308.2  ^ 137.7  $  58.72 #   6.297#   3.341#   1.242#    23
          24      0.643#   0.315#   0.485#   0.358#  17.11 #  59.56 # 194.1  $  80.08 #  38.09 #   5.598#   3.171#   1.185#    24
          25      0.590#   0.284#   0.533#   0.370#  34.54 #  39.43 # 134.7  #  55.22 #  29.17 #   5.384#   3.269#   1.222#    25
          26      0.627#   0.267#   0.575#   0.367#  27.58 #  28.35 # 406.8  ^  42.99 #  24.10 #   5.120#   3.129#   1.349#    26
          27      0.572#   0.276#   0.559#   0.410#  15.58 #  22.29 # 542.1  ^  34.78 #  80.13 $   4.832#   3.256#   1.369#    27
          28      0.536#   0.298$   0.565#   0.512#  10.66 #  14.87 # 276.0  &  29.80 # 159.1  $   4.865#   3.462#   1.447#    28
          29      0.523#            0.591#   0.506#   6.944#  12.05 # 211.3  & 110.6  ^ 133.3  #   4.659#   3.670#   1.442#    29
          30      0.557#            0.607#   0.526#   4.104#  12.09 # 142.4  $ 915.5  ^  98.99 #   4.326#   3.397#   1.402#    30
          31      0.597#            0.603#            3.010#           98.53 # 472.6  ^            4.030#            1.318#    31

          Mean    0.826#   0.480$   0.402$   0.454#   4.556#  56.91 ^ 166.7  ^ 113.9  ^  76.88 &  14.03 #   3.228#   1.630#
        Median    0.768#   0.537$   0.335$   0.444#   0.744#   5.625^ 129.9  ^  42.99 ^  49.97 &   8.196#   3.262#   1.480#
       Maximum    1.222#   0.635$   0.607$   0.583#  34.54 # 498.1  ^ 542.1  ^ 915.5  ^ 241.5  &  57.32 #   3.973#   2.965#
       Minimum    0.523#   0.267$   0.270$   0.338#   0.476#   1.961^  10.78 ^  12.65 ^  17.68 &   4.030#   2.726#   1.185#
         Total   25.60 #  13.45 $  12.47 $  13.62 # 141.2  #1707    ^5167    ^3532    ^2306    & 435.0  #  96.84 #  50.53 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     36.99 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      2.726^                $ ... Relative Uncertainty +/-20%
Annual Total   13501   ^                & ... Relative Uncertainty +/-30%
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     915.5  ^      0.267^







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      1.377#   0.631#   0.536#   0.735#   0.744#   0.814#   0.928#  14.60 #  62.70 #   3.488#   1.823#   0.772#     1
           2      1.411#   0.643#   0.558#   0.701#   0.717#   1.093#   0.944#   8.532#  36.06 #   3.419#   2.154#   0.862#     2
           3      1.381#   0.706#   0.571#   0.744#   0.733#   1.022#   1.118#   4.865#  24.63 #   3.350#   1.964#   0.944#     3
           4      1.413#   0.758#   0.625#   0.736#   0.831#   0.898#   1.057#   3.554#  18.98 #   3.349#   1.837#   0.993#     4
           5      1.516#   0.692#   0.555#   0.704#   0.690#   0.817#   1.016#   2.988#  16.31 #   3.271#   1.733#   0.984#     5
           6      1.446#   0.738#   0.606#   0.698#   0.667#   0.797#   1.009#   2.725#  14.74 #   3.095#   1.778#   1.049#     6
           7      1.344#   0.727#   0.655#   0.719#   0.658#   0.792#   1.034#   2.717#  11.99 #   3.013#   1.889#   1.035#     7
           8      1.266#   0.778#   0.631#   0.622#   0.687#   0.752#   1.071$   3.378#   9.879#   2.972#   1.782#   0.994#     8
           9      1.199#   0.655#   0.697#   0.788#   0.695#   0.757#   0.917$  17.50 #   8.668#   2.931#   1.848#   0.960#     9
          10      1.189#   0.634#   0.721#   1.336#   0.701#   0.761#   1.135#  24.00 #   8.462#   2.955#   1.970#   0.795#    10
          11      1.237#   0.562#   0.604#   0.909#   0.688#   0.760#   0.989#  32.03 #   8.772#   2.891#   2.180#   0.822#    11
          12      1.252#   0.579#   0.541#   0.837#   0.693#   0.839#   0.925#  19.91 #  97.84 #   2.786#   2.428#   0.844#    12
          13      1.246#   0.622#   0.528#   0.777#   0.693#   0.776#   0.923#  13.35 #  98.76 #   2.770#   2.602#   0.873#    13
          14      1.339#   0.598#   0.714#   0.779#   0.683#   0.750#   0.958#   9.838#  46.19 #   2.770#   2.427#   0.832#    14
          15      1.176#   0.531#   0.713#   0.768#   0.657#   0.737#   0.984#   7.491#  26.76 #   2.541#   1.958#   0.806#    15
          16      1.048#   0.574#   0.623#   0.757#   1.093#   0.754#   0.987#   5.849#  18.55 #   2.217#   1.530#   0.856#    16
          17      1.086#   0.598#   0.616#   0.764#   1.493#   0.769#   1.024#   6.114#  14.22 #   2.220#   1.361#   0.852#    17
          18      1.072#   0.641#   0.736#   0.778#   1.107#   0.880#   1.296#   8.640#  11.27 #   2.302#   1.128#   0.823#    18
          19      1.014#   0.679#   0.790#   0.759#   0.818#   1.238#   1.294#  14.09 #   9.235#   2.291#   1.090#   0.763#    19
          20      1.053#   0.611#   0.796#   0.719#   0.738#   1.088#   7.943#  85.89 #   7.488#   2.203#   1.100#   0.749#    20
          21      1.030#   0.597#   0.829#   0.741#   0.760#   1.381#  22.56 #  89.96 #   6.383#   2.120#   1.122#   0.778#    21
          22      0.929#   0.646#   0.822#   0.736#   0.812#   1.470#  21.49 # 115.5  #   5.972#   2.067#   1.058#   0.928#    22
          23      0.859#   0.591#   0.723#   0.753#   0.895#   1.136#  26.83 #  49.80 #   5.451#   1.970#   0.961#   0.772#    23
          24      0.867#   0.639#   0.694#   0.700#   0.926#   0.935#  19.51 #  28.56 #   4.976#   1.930#   0.944#   0.695#    24
          25      0.864#   0.609#   0.697#   0.671#   0.927#   0.895#  10.37 #  20.07 #   4.581#   1.832#   0.834#   0.706#    25
          26      0.876#   0.569#   0.702#   0.669#   0.875#   0.925#   5.950#  15.23 #   4.193#   1.729#   0.774#   0.621#    26
          27      0.834#   0.529#   0.800#   0.687#   0.819#   0.904#   3.949#  12.20 #   3.931#   1.786#   0.792#   0.709#    27
          28      0.769#   0.532#   0.795#   0.669#   0.803#   0.929#   3.306#  23.96 #   3.790#   1.821#   0.769#   0.724#    28
          29      0.749#            0.833#   0.697#   0.816#   0.911#   2.932#  50.69 #   3.741#   1.765#   0.717#   0.719#    29
          30      0.681#            0.787#   0.737#   0.815#   0.906#   2.687#  96.07 #   3.527#   1.857#   0.778#   0.619#    30
          31      0.655#            0.778#            0.822#            4.082#  60.25 #            2.096#            0.674#    31

          Mean    1.102#   0.631#   0.686#   0.756#   0.808#   0.916#   4.878$  27.43 #  19.93 #   2.510#   1.511#   0.824#
        Median    1.086#   0.626#   0.697#   0.737#   0.760#   0.887#   1.118$  14.60 #   9.557#   2.302#   1.631#   0.822#
       Maximum    1.516#   0.778#   0.833#   1.336#   1.493#   1.470#  26.83 $ 115.5  #  98.76 #   3.488#   2.602#   1.049#
       Minimum    0.655#   0.529#   0.528#   0.622#   0.657#   0.737#   0.917$   2.717#   3.527#   1.729#   0.717#   0.619#
         Total   34.18 #  17.67 #  21.28 #  22.69 #  25.06 #  27.49 # 151.2  $ 850.3  # 598.0  #  77.81 #  45.33 #  25.55 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      5.196$                # ... Relative Uncertainty +/-15%
 Ann. Median      0.935$                $ ... Relative Uncertainty +/-20%
Annual Total   1897    $

                Maximum     Minimum
      Daily     115.5  $      0.528$







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          2016
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      0.655#   0.636#   0.498#   0.702#   0.799#   7.024#  41.62 #  45.02 # 128.8  $  41.27 #   5.594#   2.144#     1
           2      0.728#   0.684#   0.595#   0.731#   0.807#   4.894#  26.49 #  29.84 #  76.47 #  42.78 #   5.535#   2.193#     2
           3      0.777#   0.640#   0.578#   0.733#   0.793#   3.857#  19.52 #  21.84 #  56.52 #  34.91 #   5.366#   2.189#     3
           4      0.771#   0.669#   0.584#   0.743#   0.817#   3.611#  14.81 # 378.1  ^  44.51 #  31.28 #   4.998#   2.136#     4
           5      0.742#   0.673#   0.604#   0.688#   0.813#   3.095#  11.93 # 265.6  ^  37.01 #  28.47 #   4.737#   2.090#     5
           6      0.625#   0.658#   0.652#   0.658#   0.895#   2.992#  10.07 # 146.4  &  32.29 #  26.06 #   4.545#   2.062#     6
           7      0.617#   0.679#   0.622#   0.659#   1.696#   7.791#   9.501# 306.0  &  40.32 #  33.40 #   4.157#   1.961$     7
           8      0.595#   0.648#   0.513#   0.679#   0.922#   8.453#  19.82 # 438.5  ^  51.62 #  90.05 $   3.974#   1.734$     8
           9      0.776#   0.580#   0.416#   0.739#   0.859#   6.370#  60.66 # 384.8  ^  39.61 # 105.8  #   3.953#   1.601$     9
          10      0.600#   0.545#   0.399#   1.002#   0.872#   6.951# 150.4  $ 311.7  &  35.43 #  48.51 #   4.187#   1.443$    10
          11      0.647#   0.520#   0.397#   1.232#   0.875#   7.805#  77.72 # 187.6  $  41.42 #  32.11 #   4.305#   1.327$    11
          12      0.678#   0.470#   0.457#   0.674#   0.871#  13.31 #  39.08 # 195.7  &  31.01 #  25.14 #   3.990#   1.427$    12
          13      0.616#   0.487#   0.546#   0.653#   0.893# 264.2  &  24.72 # 114.1  #  24.02 #  20.77 #   4.064#   1.359$    13
          14      0.626#   0.457#   0.514#   0.695#   1.067#  81.01 #  18.78 #  75.50 #  20.46 #  18.66 #   4.285#   1.209$    14
          15      0.605#   0.440#   0.491#   0.624#   0.904#  34.69 #  17.19 #  78.02 #  19.34 #  19.37 #   4.096#   1.160$    15
          16      0.676#   0.470#   0.468#   0.642#   0.879#  20.77 #  16.71 # 118.3  $  22.25 #  20.25 #   4.100#   1.175$    16
          17      0.667#   0.481#   0.455#   0.787#   0.905#  14.19 #  25.51 # 204.9  ^  20.52 #  16.80 #   3.698#   0.890$    17
          18      0.685#   0.670#   0.439#   0.781#   0.930#  10.04 #  41.44 # 429.6  ^  19.21 #  14.66 #   3.649#   0.985$    18
          19      0.888#   0.766#   0.553#   0.953#   0.914#  12.76 #  31.71 # 198.5  &  60.55 #  13.56 #   3.524#   1.011$    19
          20      1.238#   0.884#   0.525#   0.743#   0.914#  48.76 #  23.07 # 442.6  ^  38.50 #  12.58 #   3.269#   1.319$    20
          21      0.883#   0.937#   0.500#   0.701#   2.063#  33.69 # 171.2  & 304.8  ^  26.54 #  11.38 #   3.069#   1.475#    21
          22      0.663#   0.679#   0.477#   0.704#   1.836#  21.19 # 169.0  $ 346.6  ^  40.10 #  10.47 #   2.893#   1.341#    22
          23      0.700#   0.537#   0.695#   0.732#   2.942#  16.94 #  82.64 # 168.9  $  95.78 #   9.904#   2.905#   1.342#    23
          24      0.700#   0.485#   0.640#   0.743#  54.27 #  13.12 #  53.38 # 102.4  $  67.67 #   9.154#   2.736#   1.235#    24
          25      0.713#   0.477#   0.587#   1.172#  39.24 #  18.28 #  36.66 #  71.73 $ 104.0  #   8.216#   2.653#   1.094#    25
          26      0.900#   0.491#   1.140#   0.954#  29.06 #  20.81 #  28.61 #  58.14 $  72.90 #   7.757#   2.627#   1.135#    26
          27      0.675#   0.525#   0.860#   0.885#  21.04 #  15.69 #  23.51 # 568.2  ^  68.25 #   7.147#   2.465#   1.100#    27
          28      0.630#   0.502#   0.714#   0.863#  60.01 #  61.00 &  20.61 # 352.2  ^ 106.4  #   6.633#   2.434#   1.080#    28
          29      0.647#   0.480#   0.697#   0.891#  51.00 # 220.5  &  18.65 # 155.5  $  57.97 #   6.315#   2.176#   1.005#    29
          30      0.753#            0.669#   0.879#  21.49 #  83.59 #  17.71 #  90.49 $  42.76 #   5.798#   2.185#   0.935#    30
          31      0.816#            0.668#           11.68 #           23.59 # 137.8  $            5.695#            0.875#    31

          Mean    0.719#   0.592#   0.579#   0.788#  10.10 #  35.58 &  42.78 & 217.1  ^  50.74 $  24.68 $   3.739#   1.420$
        Median    0.678#   0.545#   0.553#   0.736#   0.914#  13.75 &  24.72 & 187.6  ^  40.87 $  18.66 $   3.964#   1.327$
       Maximum    1.238#   0.937#   1.140#   1.232#  60.01 # 264.2  & 171.2  & 568.2  ^ 128.8  $ 105.8  $   5.594#   2.193$
       Minimum    0.595#   0.440#   0.397#   0.624#   0.793#   2.992&   9.501&  21.84 ^  19.21 $   5.695$   2.176#   0.875$
         Total   22.29 #  17.17 #  17.95 #  23.64 # 313.1  #1067    &1326    &6729    ^1522    $ 764.9  $ 112.2  #  44.03 $

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     32.68 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      2.923^                $ ... Relative Uncertainty +/-20%
Annual Total   11961   ^                & ... Relative Uncertainty +/-30%
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     568.2  ^      0.397^







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.858#   0.637#   0.931#   0.933#   0.841#   1.033#   2.998# 683.2  ^  20.94 #  30.32 #   3.466#   1.208#     1
           2      0.882#   0.599#   0.929#   0.950#   0.827#   1.053#  10.47 # 185.7  &  20.89 #  24.24 #   3.315#   1.254#     2
           3      0.937#   0.542#   0.937#   0.892#   0.753#   1.134#  10.46 #  92.42 #  18.87 #  20.25 #   3.207#   1.213#     3
           4      1.106#   0.546#   0.903#   0.905#   0.778#   1.151#   6.915# 108.6  #  18.05 #  16.45 #   3.110#   1.253#     4
           5      0.982#   0.606#   0.910#   0.888#   0.891#   1.105#  11.98 #  70.95 #  17.33 #  13.97 #   2.980#   1.257#     5
           6      0.954#   0.631#   0.867#   0.869#   0.938#   1.061#  30.14 #  51.22 $  17.10 #  12.57 #   2.868#   1.197#     6
           7      1.001#   0.894#   0.855#   0.849#   0.825#   1.040#  35.85 #  38.84 $  15.72 #  11.95 #   2.633#   1.118#     7
           8      1.030#   0.783#   0.823#   0.835#   0.804#   1.023#  31.54 #   [   ]U  14.20 #  11.37 #   2.384#   1.110#     8
           9      1.033#   0.959#   0.782#   0.856#   0.871#   1.020#  15.02 #   [   ]U  15.32 #  10.24 #   2.316#   1.086#     9
          10      1.045#   2.405#   0.763#   0.877#   0.790#   1.016#   8.808#   [   ]U  14.55 #   9.490#   2.265#   1.074#    10
          11      1.143#   1.321#   0.711#   0.881#   0.758#   1.042#   5.986# 656.2  ^  13.04 #   8.626#   2.224#   1.129#    11
          12      1.032#   1.214#   0.716#   0.868#   0.747#   1.034#   5.221#   [   ]U  11.14 #   8.204#   2.059#   0.940#    12
          13      0.898#   1.287#   0.793#   0.858#   0.749#   1.055#   6.496#   [   ]U   9.939#   7.551#   1.884#   0.906#    13
          14      0.932#   1.295#   0.815#   0.868#   0.794#   1.123#   8.979# 803.2  ^   9.126#   7.080#   1.713#   0.865#    14
          15      0.947#   1.185#   0.720#   0.877#   1.027#   1.094#   7.447# 836.2  ^   8.895#   6.451#   1.639#   0.922#    15
          16      0.853#   1.045#   0.764#   0.882#   0.925#   1.089#  16.05 # 543.5  ^   8.572#   6.319#   1.673#   0.969#    16
          17      0.930#   1.022#   0.768#   0.870#   0.827#   1.082#  16.56 # 331.1  ^   8.182#   7.046#   1.661#   1.150#    17
          18      0.927#   1.017#   0.883#   0.850#   0.856#   1.062#   9.867# 386.4  ^   7.994#   9.465#   2.076#   1.212#    18
          19      0.819#   1.019#   0.848#   0.903#   1.153#   1.029#   8.472# 467.5  ^   8.153#   8.729#   1.846#   1.247#    19
          20      0.794#   0.921#   0.869#   0.864#   0.949#   1.036#  77.30 $ 224.7  &  11.91 #   6.677#   1.698#   1.127#    20
          21      0.832#   0.872#   0.956#   0.840#   1.295#   1.172# 144.7  ^ 126.5  # 568.8  ^   5.824#   1.583#   1.081#    21
          22      0.813#   0.919#   1.891#   1.210#   1.291#   2.561# 347.0  ^  93.15 # 499.6  ^   5.180#   1.504#   0.970#    22
          23      0.747#   0.966#   1.271#   0.908#   1.088#   3.094# 101.3  #  66.48 # 401.3  ^   4.654#   1.440#   0.879#    23
          24      0.735#   1.034#   1.104#   0.928#   1.014#   3.734# 135.9  &  50.00 # 150.2  $   4.334#   1.453#   0.901#    24
          25      0.770#   1.080#   1.153#   1.165#   0.986#   3.331# 227.2  &  39.55 # 374.6  ^   4.150#   1.392#   0.828#    25
          26      0.761#   0.938#   1.024#   0.972#   1.107#   2.323# 112.6  #  33.31 # 158.3  &   4.240#   1.382#   0.785#    26
          27      0.699#   0.963#   1.135#   0.818#   0.982#   1.846#  86.65 #  29.05 #  71.58 #   4.106#   1.383#   0.745#    27
          28      0.744#   0.913#   1.274#   0.846#   0.982#   1.573# 295.1  ^  24.00 #  68.68 #   4.205#   1.326#   0.731#    28
          29      0.782#            1.138#   0.830#   0.991#   1.472# 444.4  ^  20.35 #  68.76 #   4.225#   1.255#   0.706#    29
          30      0.752#            0.935#   0.808#   0.987#   1.438# 199.3  &  19.85 #  41.37 #   3.789#   1.239#   0.814#    30
          31      0.757#            0.936#            1.016#          263.5  ^  19.46 #            3.632#            0.935#    31

          Mean    0.887#   0.986#   0.948#   0.897#   0.930#   1.461#  86.59 ^ 230.8  ^  89.10 ^   9.204#   2.032#   1.020#
        Median    0.882#   0.961#   0.903#   0.873#   0.925#   1.092#  16.56 ^  92.79 ^  17.22 ^   7.080#   1.779#   1.074#
       Maximum    1.143#   2.405#   1.891#   1.210#   1.295#   3.734# 444.4  ^ 836.2  ^ 568.8  ^  30.32 #   3.466#   1.257#
       Minimum    0.699#   0.542#   0.711#   0.808#   0.747#   1.016#   2.998^  19.46 ^   7.994^   3.632#   1.239#   0.706#
         Total   27.50 #  27.61 #  29.40 #  26.90 #  28.84 #  43.83 #2684    ^6001    ^2673    ^ 285.3  #  60.97 #  31.61 #
  Missing Days        0        0        0        0        0        0        0        5        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     33.11 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      1.153^                $ ... Relative Uncertainty +/-20%
Annual Total   11921   ^                & ... Relative Uncertainty +/-30%
Missing Days          5                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     836.2  ^      0.542^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      0.682#   0.723#   0.634#   0.407#   0.347#   1.255#  40.53 # 370.3  ^  42.45 #   9.683#   3.033#   1.405#     1
           2      0.755#   0.787#   0.584#   0.433#   0.444#   1.082#   [   ]U 553.4  ^  33.03 #   8.293#   2.881#   1.461#     2
           3      0.648#   0.836#   0.551#   0.459#   0.354#   0.749#   [   ]U   [   ]U  28.21 #   7.912#   2.642#   1.329#     3
           4      0.561#   0.829#   0.589#   0.451#   0.321#   0.680#   [   ]U   [   ]U  27.29 #   7.937#   2.605#   1.177#     4
           5      0.493#   0.843#   0.608#   0.366#   0.350#  41.16 #   [   ]U   [   ]U  36.01 #   8.578#   2.477#   1.229#     5
           6      0.438#   0.865#   0.644#   0.339#   0.384#  44.57 # 444.5  ^ 335.8  ^  32.61 #   8.786#   2.505#   1.101#     6
           7      0.499#   0.882#   0.611#   0.342#   0.339#  20.37 # 145.8  $ 156.8  $  31.55 #   8.329#   2.221#   0.949#     7
           8      0.501#   0.884#   0.603#   0.323#   0.330#  24.81 #  69.43 # 117.3  #  53.65 #   8.123#   2.203#   0.947#     8
           9      0.543#   0.895#   0.591#   0.317#   0.325#  15.98 #  38.89 # 622.4  ^  52.85 #   7.170#   2.344#   0.910#     9
          10      0.472#   0.861#   0.522#   0.313#   0.322# 724.1  ^  27.04 # 514.4  ^  44.55 #   6.382#   2.307#   0.820#    10
          11      0.441#   0.882#   0.529#   0.309#   0.330# 180.8  ^  20.31 # 182.4  &  73.64 #   5.885#   2.150#   0.693#    11
          12      0.475#   0.757#   0.499#   0.350#   0.330#  54.36 #  16.97 # 103.6  #  44.23 #   5.777#   2.121#   0.725#    12
          13      0.546#   0.667#   0.495#   0.375#   0.332#  36.16 #  22.25 #  71.02 #  35.92 #   6.105#   2.069#   0.699#    13
          14      0.548#   0.654#   0.495#   0.302#   0.331#  19.37 #  48.85 & 114.2  #  33.08 #  15.81 #   2.117#   0.797#    14
          15      0.627#   0.694#   0.536#   0.303#   0.335#  12.29 # 475.2  ^  86.00 #  26.32 #  20.99 #   2.095#   0.998#    15
          16     13.21 #   0.664#   0.511#   0.336#   0.336#   8.300# 216.3  &  70.16 #  22.96 #  12.53 #   2.048#   0.913#    16
          17      3.869#   0.711#   0.473#   0.326#   0.300#   6.104# 115.9  #  81.08 #  21.20 #   9.857#   1.998#   0.928#    17
          18      1.468#   0.733#   0.447#   0.357#   0.301#  30.98 #  63.44 #  57.36 #  19.32 #   8.869#   1.885#   0.755#    18
          19      0.952#   0.715#   0.486#   0.331#   0.298# 186.1  &  45.58 #  45.26 #  17.79 #   7.763#   1.640#   0.703#    19
          20      1.021#   0.735#   0.503#   0.342#   0.290# 227.0  &  31.72 #  38.93 #  16.82 #   7.798#   1.544#   0.682#    20
          21      1.072#   0.729#   0.531#   0.432#   0.294#  79.09 # 227.5  ^  37.02 #  15.61 #   7.501#   1.524#   0.709#    21
          22      1.077#   0.735#   0.543#   0.536#   0.276#  34.71 # 782.2  ^  35.53 #  14.56 #   6.925#   1.459#   0.695#    22
          23      1.054#   0.684#   0.511#   0.413#   0.274#  22.11 # 541.2  ^  29.41 #  13.71 #   7.029#   1.645#   0.714#    23
          24      1.015#   0.676#   0.449#   0.365#   0.356#  15.90 # 216.1  &  26.94 #  12.77 #   5.922#   1.780#   0.578#    24
          25      0.832#   0.672#   0.482#   0.347#   0.997#  12.30 #   [   ]U  25.14 #  11.80 #   5.154#   1.658#   0.564#    25
          26      0.843#   0.698#   0.506#   0.340#   0.841#  13.17 #   [   ]U  23.43 #  10.91 #   4.889#   1.591#   0.611#    26
          27      0.849#   0.688#   0.477#   0.356#   0.739#   [   ]U   [   ]U  21.46 #   9.874#   4.408#   1.591#   0.581#    27
          28      0.815#   0.607#   0.423#   0.357#   0.566#   [   ]U 366.7  ^  57.15 $   9.188#   3.964#   1.505#   0.584#    28
          29      0.755#            0.427#   0.360#   0.477# 323.6  ^ 144.2  $ 172.8  $   9.160#   3.590#   1.450#   0.597#    29
          30      0.683#            0.449#   0.351#   0.475#  87.53 # 276.4  & 114.9  #   8.980#   3.409#   1.310#   0.590#    30
          31      0.684#            0.428#            0.642#          119.1  #  59.70 #            3.213#            0.561#    31

          Mean    1.239#   0.754#   0.521#   0.365#   0.408#  79.45 ^ 187.3  ^ 147.3  ^  27.00 #   7.696#   2.013#   0.839#
        Median    0.684#   0.731#   0.511#   0.350#   0.335#  23.46 ^ 117.5  ^  76.05 ^  24.64 #   7.501#   2.059#   0.725#
       Maximum   13.21 #   0.895#   0.644#   0.536#   0.997# 724.1  ^ 782.2  ^ 622.4  ^  73.64 #  20.99 #   3.033#   1.461#
       Minimum    0.438#   0.607#   0.423#   0.302#   0.274#   0.680^  16.97 ^  21.46 ^   8.980#   3.213#   1.310#   0.561#
         Total   38.42 #  21.10 #  16.14 #  10.94 #  12.63 #2225    ^4496    ^4124    ^ 810.0  # 238.6  #  60.40 #  26.00 #
  Missing Days        0        0        0        0        0        2        7        3        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     34.22 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      1.101^                $ ... Relative Uncertainty +/-20%
Annual Total   12079   ^                & ... Relative Uncertainty +/-30%
Missing Days         12                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     782.2  ^      0.274^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          2019
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      0.552#   0.544#   0.262#   0.201#   0.154#   0.184# 115.0  $  11.99 # 230.4  &   5.093#   3.044#   0.822#     1
           2      0.609#   0.481#   0.253#   0.250#   0.146#   0.170#  35.42 #  11.33 # 182.5  &   4.414#   3.991#   1.006#     2
           3      0.552#   0.355#   0.294#   0.208#   0.168#   0.154#  16.80 #  10.75 # 224.1  &   4.194#   3.988#   1.132#     3
           4      0.512#   0.497#   0.345#   0.186#   0.235#   0.151# 235.4  ^  11.33 # 124.8  #   6.355#   3.487#   1.098#     4
           5      0.580#   0.525#   0.222#   0.186#   0.221#   0.143# 859.7  ^  15.84 #  74.83 #  13.37 #   3.132#   1.017#     5
           6      0.602#   0.457#   0.180#   0.172#   0.265#   0.159# 383.8  ^  36.22 #  50.44 #   9.856#   2.813#   0.947#     6
           7      0.614#   0.306#   0.309#   0.185#   0.198#   0.556# 234.4  &  24.45 #  36.88 #   6.734#   2.751#   0.561#     7
           8      0.534#   0.256#   0.277#   0.203#   0.208#   0.269# 134.8  $  17.64 #  29.85 #   5.892#   2.365#   0.528#     8
           9      0.469#   0.279#   0.316#   0.221#   0.176#   0.350#  84.33 #  14.68 #  25.85 #   5.548#   2.129#   0.570#     9
          10      0.452#   0.300#   0.308#   0.218#   0.175#   0.425#  55.09 #  12.91 #  22.53 #   5.170#   1.996#   0.652#    10
          11      0.452#   0.217#   0.261#   0.223#   0.176#   0.482#  33.92 #  11.34 #  19.67 #   5.047#   1.913#   0.672#    11
          12      0.470#   0.227#   0.238#   0.205#   0.194#   0.701#  22.73 #  10.07 #  17.54 #   4.688#   1.758#   0.661#    12
          13      0.457#   0.290#   0.228#   0.205#   0.199#   1.741#  17.51 #  10.32 #  16.20 #   4.745#   1.640#   0.683#    13
          14      0.457#   0.317#   0.315#   0.199#   0.193#   1.567#  14.20 # 142.9  &  14.83 #   4.772#   1.627#   0.633#    14
          15      0.409#   0.335#   0.303#   0.191#   0.170#   1.134#  11.90 # 175.7  &  13.47 #   4.064#   1.539#   0.595#    15
          16      0.397#   0.335#   0.282#   0.183#   0.281#   0.934#  10.33 # 105.3  &  12.26 #   3.465#   1.490#   0.555#    16
          17      0.413#   0.333#   0.278#   0.193#   0.164#   0.766#   9.059# 498.7  ^  10.74 #   3.220#   1.280#   0.545#    17
          18      0.415#   0.260#   0.292#   0.190#   0.151#   0.618#   9.399# 167.1  &  10.34 #   3.021#   1.103#   0.553#    18
          19      0.490#   0.269#   0.263#   0.589#   0.151#   0.568# 144.8  ^  73.81 #  11.46 #   2.885#   0.970#   0.522#    19
          20      0.495#   0.266#   0.280#   0.264#   0.203#   0.518# 449.0  ^  42.78 #  12.09 #   2.871#   0.745#   0.530#    20
          21      0.436#   0.261#   0.275#   0.199#   0.196#   0.552# 202.4  &  29.61 #   9.916#   2.712#   0.774#   0.557#    21
          22      0.364#   0.285#   0.192#   0.218#   0.163#   4.057# 205.2  &  25.47 #   8.884#   2.621#   0.856#   0.653#    22
          23      0.359#   0.286#   0.251#   0.235#   0.184#  71.36 #  96.77 # 162.3  $   8.306#   2.523#   1.062#   0.562#    23
          24      0.407#   0.288#   0.262#   0.251#   0.192#  20.84 #  51.90 # 111.1  #   8.024#   2.470#   1.063#   0.511#    24
          25      0.405#   0.317#   0.280#   0.240#   0.186#   8.030#  37.01 #  58.34 #   7.787#   2.533#   0.974#   0.604#    25
          26      0.424#   0.302#   0.313#   0.251#   0.176#  27.53 #  28.09 #  36.07 #   7.304#   2.524#   0.872#   0.544#    26
          27      0.455#   0.341#   0.341#   0.239#   0.168# 144.7  $  30.77 #  26.29 #   7.046#   2.655#   0.849#   0.543#    27
          28      0.539#   0.295#   0.305#   0.215#   0.171# 173.0  $  24.25 #  21.71 #   6.335#   2.465#   0.710#   0.516#    28
          29      0.436#            0.164#   0.196#   0.174#  47.43 #  18.57 #  43.09 &   5.868#   2.453#   0.660#   0.522#    29
          30      0.458#            0.175#   0.164#   0.170# 106.6  $  15.66 # 517.8  ^   5.704#   2.471#   0.688#   0.479#    30
          31      0.530#            0.191#            0.182#           13.49 # 540.0  ^            2.882#            0.497#    31

          Mean    0.476#   0.330#   0.266#   0.223#   0.187#  20.52 $ 116.2  ^  96.02 ^  40.53 &   4.314#   1.742#   0.654#
        Median    0.457#   0.301#   0.277#   0.205#   0.176#   0.660$  35.42 ^  29.61 ^  12.86 &   3.465#   1.514#   0.562#
       Maximum    0.614#   0.544#   0.345#   0.589#   0.281# 173.0  $ 859.7  ^ 540.0  ^ 230.4  &  13.37 #   3.991#   1.132#
       Minimum    0.359#   0.217#   0.164#   0.164#   0.146#   0.143$   9.059^  10.07 ^   5.704&   2.453#   0.660#   0.479#
         Total   14.74 #   9.228#   8.255#   6.679#   5.792# 615.7  $3602    ^2977    ^1216    & 133.7  #  52.27 #  20.27 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     23.73 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      0.609^                $ ... Relative Uncertainty +/-20%
Annual Total   8661    ^                & ... Relative Uncertainty +/-30%
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     859.7  ^      0.143^







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          2020
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      0.496#   0.271#   0.303#   0.243#   0.179#   0.585#  35.38 #  14.67 #   9.712#   7.970#   3.952#   2.310#     1
           2      0.460#   0.311#   0.227#   0.215#   0.196#   0.336#  18.98 #  12.41 #  14.95 #   7.401#   3.810#   2.496#     2
           3      0.465#   0.381#   0.245#   0.190#   0.211#   0.299#  12.22 #  11.49 #  17.18 #   6.812#   4.547#   2.560#     3
           4      0.396#   0.367#   0.247#   0.193#   0.373#   0.407#   8.720#  12.07 #  13.24 #   6.416#   4.166#   2.333#     4
           5      0.458#   0.331#   0.248#   0.184#   0.317#   0.546#   6.706#  10.73 #  11.38 #   5.658#   3.863#   2.086#     5
           6      0.503#   0.284#   0.247#   0.223#   0.275#   0.429#  33.97 #   8.685#  89.87 ^   5.258#   3.795#   2.074#     6
           7      0.463#   0.292#   0.245#   0.210#   0.269#   0.484#  87.92 #   7.100# 313.8  ^   5.418#   3.864#   2.061#     7
           8      0.430#   0.287#   0.291#   0.199#   0.317#   0.457#  41.85 #   6.948#  89.98 #   8.944#   3.877#   2.118#     8
           9      0.353#   0.253#   0.311#   0.210#   0.232#   0.464#  23.63 #  18.64 #  45.32 #  13.02 #   3.517#   1.964#     9
          10      0.341#   0.272#   0.248#   0.249#   0.281#   0.441#  14.10 # 183.1  $  90.59 #   9.833#   3.481#   2.061#    10
          11      0.345#   0.294#   0.256#   0.228#   0.239#   0.893#   9.866# 504.5  ^  55.18 #   8.535#   5.581#   2.054#    11
          12      0.385#   0.301#   0.219#   0.215#   0.261#   0.697#   7.906# 211.9  &  30.13 #   7.093#   5.915#   1.983#    12
          13      0.338#   0.307#   0.250#   0.200#   0.245#   0.632#  17.69 #  87.84 #  22.74 #   6.017#   5.217#   1.701#    13
          14      0.392#   0.331#   0.245#   0.197#   0.256#   0.596#  73.05 #  49.48 #  19.78 $   5.019#   4.403#   1.500#    14
          15      0.372#   0.311#   0.487#   0.188#   0.245#   0.587#  62.66 #  42.54 #  16.51 $   4.269#   4.865#   1.577#    15
          16      0.375#   0.347#   0.320#   0.181#   0.257#   0.652# 110.6  $ 355.2  ^  13.80 $   3.950#   5.038#   1.593#    16
          17      0.421#   0.282#   0.299#   0.200#   0.241#   0.765# 348.5  ^ 303.6  &  11.78 $   3.785#   5.107#   1.553#    17
          18      0.330#   0.303#   0.287#   0.195#   0.226#  16.72 # 166.4  & 152.9  $  10.59 $   3.838#   4.743#   1.541#    18
          19      0.312#   0.285#   0.227#   0.240#   0.206#  13.08 #  74.32 #  73.96 #  10.17 $   3.756#   4.525#   1.587#    19
          20      0.327#   0.310#   0.263#   0.203#   0.213#   4.140#  39.18 #  44.28 #  11.79 $   3.427#   4.418#   1.479#    20
          21      0.291#   0.318#   0.257#   0.232#   0.232#   2.188#  24.80 #  30.85 #  13.17 $   3.197#   3.820#   1.475#    21
          22      0.298#   0.349#   0.257#   0.227#   0.230#   1.649#  19.27 #  25.53 #  12.23 $   2.982#   3.819#   1.572#    22
          23      0.346#   0.361#   0.304#   0.258#   0.242#  26.53 #  19.33 #  21.98 #  12.28 $   3.087#   3.470#   1.572#    23
          24      0.355#   0.322#   0.350#   0.226#   0.308#  21.22 #  16.54 #  18.71 #  11.53 $   3.118#   2.882#   1.594#    24
          25      0.370#   0.313#   0.322#   0.316#   0.400#   7.998#  12.64 #  16.57 #   9.804$   3.248#   2.640#   1.411#    25
          26      0.352#   0.283#   0.342#   0.273#   0.291#   9.054#  12.94 #  14.52 #   9.152$   3.051#   2.556#   1.239#    26
          27      0.402#   0.414#   0.313#   0.226#   0.269#  80.09 #  13.63 #  12.97 #  10.86 $   2.864#   2.448#   1.039#    27
          28      0.336#   0.342#   0.276#   0.229#   0.324# 133.1  &  66.64 #  11.81 #  11.37 $   2.875#   2.379#   1.128#    28
          29      0.323#   0.334#   0.222#   0.181#   0.596# 132.9  $  40.14 #  10.89 #   8.624$   2.903#   2.130#   1.259#    29
          30      0.277#            0.208#   0.173#   0.618#  69.64 #  22.75 #   9.335#   7.913#   3.068#   2.480#   1.305#    30
          31      0.265#            0.225#            0.669#           17.38 #   8.363#            2.879#            1.204#    31

          Mean    0.374#   0.316#   0.276#   0.217#   0.297#  17.59 &  47.09 ^  73.99 ^  33.51 ^   5.151#   3.910#   1.724#
        Median    0.355#   0.311#   0.257#   0.213#   0.257#   0.731&  22.75 ^  18.64 ^  12.72 ^   3.950#   3.864#   1.587#
       Maximum    0.503#   0.414#   0.487#   0.316#   0.669# 133.1  & 348.5  ^ 504.5  ^ 313.8  ^  13.02 #   5.915#   2.560#
       Minimum    0.265#   0.253#   0.208#   0.173#   0.179#   0.299&   6.706^   6.948^   7.913^   2.864#   2.130#   1.039#
         Total   11.58 #   9.159#   8.542#   6.505#   9.220# 527.6  &1460    ^2294    ^1005    ^ 159.7  # 117.3  #  53.43 #

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     15.47 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      1.574^                $ ... Relative Uncertainty +/-20%
Annual Total   5662    ^                & ... Relative Uncertainty +/-30%
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     504.5  ^      0.173^







         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                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      1.164#   0.828#   0.854#   0.748#   0.833#  32.09 #  42.66 # 650.3  ^  28.21 #  13.13 #  19.56 #   2.881#     1
           2      1.116#   0.859#   0.976#   0.746#   0.802#  16.08 #  31.49 # 442.3  ^  41.84 #  18.55 #  16.66 #   2.927#     2
           3      1.038#   0.775#   0.950#   0.727#   0.775#   9.661#  23.63 # 223.9  &  39.82 #  22.79 #  14.67 #   2.929#     3
           4      1.086#   0.670#   1.004#   0.723#   0.795#   6.405# 168.3  ^ 141.7  $  30.38 #  19.30 #  13.04 #   3.032#     4
           5      1.126#   0.708#   1.032#   0.717#   0.964#   4.809# 354.0  ^  95.38 #  25.48 #  18.48 #  12.07 #   3.023#     5
           6      1.197#   0.704#   1.004#   0.718#   0.949#   4.706# 246.0  &  69.76 #  22.26 #  19.69 #  10.56 #   2.690#     6
           7      1.248#   1.666#   0.957#   0.721#   0.875#   5.260# 325.3  &  54.51 #  19.73 #  16.15 #   9.276#   2.534#     7
           8      1.210#   1.211#   0.903#   0.697#   0.794#   4.209# 222.2  &  50.95 #  18.18 #  15.00 #   8.634#   2.507#     8
           9      1.079#   1.018#   0.981#   0.648#   0.820#   3.771# 433.4  ^  58.30 #  56.60 #  14.88 #   7.600#   2.422#     9
          10      1.011#   0.913#   0.926#   0.653#   0.828#   8.105# 776.4  ^ 184.5  & 109.3  #  12.80 #   6.648#   2.235#    10
          11      1.017#   0.874#   0.910#   1.110#   0.856#  10.64 # 310.7  ^ 181.2  $  91.60 #  12.28 #   6.336#   2.177#    11
          12      1.032#   0.876#   0.857#   1.657#   0.825#  10.02 # 171.7  & 109.9  #  57.06 #  12.05 #   6.069#   2.034#    12
          13      1.057#   0.953#   0.770#   0.869#   0.766#   6.841# 325.1  &  80.47 #  36.58 #  12.84 #   5.828#   2.152#    13
          14      0.992#   1.078#   0.757#   0.774#   0.760#   7.456# 293.8  &  59.20 #  28.88 #  10.90 #   5.492#   2.043#    14
          15      0.909#   1.090#   0.774#   0.795#   0.781#  12.77 # 313.0  &  46.70 #  25.90 #  10.35 #   5.376#   2.021#    15
          16      1.003#   1.068#   0.807#   0.817#   0.827#  13.17 # 213.7  &  37.22 # 126.0  $   9.700#   5.390#   2.014#    16
          17      1.070#   0.954#   0.847#   0.841#   0.862#   8.749# 156.9  $  30.32 # 141.1  #   8.939#   5.353#   2.008#    17
          18      1.000#   0.845#   0.830#   0.842#   0.891#   6.313# 121.9  #  27.98 #  84.19 #   8.100#   4.856#   2.016#    18
          19      0.958#   0.805#   0.861#   0.839#   0.861#   5.255# 129.7  # 134.9  &  85.05 #  13.08 #   4.811#   2.112#    19
          20      0.934#   0.898#   0.815#   0.857#   0.814# 312.0  ^ 164.7  & 363.4  ^  56.72 #  25.03 #   4.778#   2.026#    20
          21      0.942#   0.936#   0.789#   0.847#   0.809# 318.0  ^ 394.2  ^ 186.4  $  37.85 #  22.99 #   4.737#   2.002#    21
          22      0.960#   0.947#   0.702#   0.833#   1.877# 106.9  # 178.9  & 132.2  #  29.35 #  19.35 #   4.488#   1.972#    22
          23      0.855#   0.938#   0.603#   0.853#   2.786#  49.11 # 117.3  #  76.50 #  24.54 #  15.39 #   3.997#   1.954#    23
          24      0.868#   0.874#   0.643#   0.889#   2.544#  28.50 # 115.7  #  51.80 #  20.80 #  13.04 #   3.683#   1.897#    24
          25      0.896#   0.853#   0.682#   0.893#   2.221#  19.91 #  83.87 #  38.34 #  18.25 #  12.11 #   3.622#   1.892#    25
          26      0.872#   0.815#   0.689#   0.838#   2.216#  15.04 #   [   ]U  32.84 #  16.68 #  12.86 #   3.587#   1.887#    26
          27      0.842#   0.762#   0.695#   0.892#   1.756#  13.34 #   [   ]U  31.85 #  15.36 # 243.7  ^   3.576#   1.646#    27
          28      0.833#   0.768#   0.736#   0.880#   1.637#  28.54 # 818.1  ^  28.65 #  14.16 # 129.3  $   3.382#   1.663#    28
          29      0.853#            0.791#   0.920#  88.10 &  99.67 # 963.9  ^  28.70 #  13.10 #  61.95 #   3.125#   1.577#    29
          30      0.850#            0.751#   0.963# 273.2  &  70.72 # 631.0  ^  31.83 #  12.38 #  35.73 #   2.935#   1.497#    30
          31      0.870#            0.694#           81.68 #          498.4  ^  28.88 #           24.84 #            1.463#    31

          Mean    0.996#   0.917#   0.825#   0.844#  15.34 &  41.27 ^ 297.4  ^ 119.7  ^  44.24 $  28.56 ^   7.005#   2.169#
        Median    1.000#   0.875#   0.815#   0.838#   0.861&  11.70 ^ 222.2  ^  59.20 ^  29.11 $  15.00 ^   5.383#   2.026#
       Maximum    1.248#   1.666#   1.032#   1.657# 273.2  & 318.0  ^ 963.9  ^ 650.3  ^ 141.1  $ 243.7  ^  19.56 #   3.032#
       Minimum    0.833#   0.670#   0.603#   0.648#   0.760&   3.771^  23.63 ^  27.98 ^  12.38 $   8.100^   2.935#   1.463#
         Total   30.88 #  25.69 #  25.59 #  25.31 # 475.5  &1238    ^8626    ^3711    ^1327    $ 885.3  ^ 210.1  #  67.23 #
  Missing Days        0        0        0        0        0        0        2        0        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     45.86 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      3.382^                $ ... Relative Uncertainty +/-20%
Annual Total   16648   ^                & ... Relative Uncertainty +/-30%
Missing Days          2                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     963.9  ^      0.603^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          2022
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      1.321#   0.855#   0.848#   0.941#   0.654#   0.905#   3.069# 102.4  $  22.06 #  10.60 #   5.265#   1.346#     1
           2      1.316#   0.927#   0.793#   0.838#   0.632#   0.982#   2.818# 249.3  &  19.31 #   9.703#   5.226#   1.360#     2
           3      1.421#   0.997#   0.763#   0.763#   0.615#   0.948#   2.648# 321.1  &  18.41 #   9.121#   5.349#   1.259#     3
           4      1.386#   1.054#   0.813#   0.621#   0.535#   0.938#   2.525# 349.2  ^  18.50 #   9.078#   5.070#   1.064#     4
           5      1.363#   1.079#   0.801#   0.594#   0.543#   0.916#   3.029# 173.3  $  23.02 #   9.307#   4.809#   0.805#     5
           6      1.448#   0.984#   0.848#   0.630#   0.568#   0.932#   2.776# 106.2  #  36.60 #   9.141#   4.680#   0.850#     6
           7      1.421#   1.184#   0.838#   0.688#   0.589#   0.929#   2.497# 228.6  &  36.05 #   9.191#   4.602#   0.711#     7
           8      1.254#   1.049#   0.832#   0.713#   0.662#   0.960#   2.657# 241.0  ^  26.95 #   8.880#   4.455#   0.785#     8
           9      1.113#   1.023#   0.787#   0.855#   0.630#   1.121#  16.84 #   [   ]U  24.27 #   8.797#   4.026#   0.736#     9
          10      1.212#   1.013#   0.822#   0.794#   0.596#   1.172# 114.8  # 571.1  ^  21.69 #   8.252#   3.825#   0.688#    10
          11      1.242#   1.032#   0.832#   0.897#   0.580#   1.435#  58.32 # 248.5  &  20.10 #   7.457#   3.610#   0.625#    11
          12      1.287#   0.953#   0.753#   0.668#   0.981#   1.339#  27.70 # 149.2  $  19.15 #   6.599#   3.407#   0.610#    12
          13      1.246#   1.108#   0.764#   0.666#   0.751#   1.294#  17.67 # 106.2  # 125.2  &   5.861#   3.601#   0.575#    13
          14      1.189#   1.097#   0.769#   0.677#   0.748#   0.918#  20.21 # 164.8  $ 147.9  $   5.908#   3.546#   0.607#    14
          15      1.234#   1.004#   0.768#   0.707#   0.707#   0.885#  51.56 # 112.5  #  79.42 #   5.861#   3.757#   0.625#    15
          16      1.228#   1.065#   0.786#   0.706#   0.657#   0.863#  31.60 # 310.8  ^  51.36 #   5.726#   2.631#   0.535#    16
          17      1.171#   0.944#   0.867#   0.676#   0.724#  32.00 $  30.51 # 911.5  ^  36.99 #   5.852#   1.287#   0.522#    17
          18      1.391#   0.966#   0.880#   0.648#   1.154#  96.31 $ 183.1  $ 592.5  ^  30.84 #   5.618#   1.871#   0.530#    18
          19      1.385#   0.970#   0.820#   0.687#   0.980#  60.46 #  78.03 # 278.5  &  30.80 #   5.637#   1.821#   0.474#    19
          20      1.313#   0.881#   0.756#   0.682#   0.903#  29.75 #  38.44 # 183.9  $  33.49 #   5.548#   2.181#   0.439#    20
          21      1.210#   0.857#   0.963#   0.730#   0.923#  16.31 # 293.0  ^ 123.9  #  28.29 #   5.345#   2.047#   0.434#    21
          22      1.150#   0.871#   0.733#   0.706#   0.927#  11.17 # 177.4  &  86.27 #  25.31 #   5.328#   1.602#   0.417#    22
          23      1.159#   0.839#   0.713#   0.689#   1.231#  10.69 #   [   ]U  63.35 #  22.99 #   5.472#   1.540#   0.427#    23
          24      0.970#   0.895#   0.767#   0.661#   1.376#  19.87 #   [   ]U  52.06 #  21.34 #   5.474#   1.485#   0.399#    24
          25      0.883#   1.117#   0.933#   0.642#   1.041#  13.76 # 367.7  ^  44.67 #  19.27 #   5.209#   1.421#   0.403#    25
          26      0.937#   1.086#   1.390#   0.824#   0.921#   8.603# 403.2  ^  38.27 #  18.22 #   4.615#   1.365#   0.388#    26
          27      1.022#   1.047#   1.250#   0.676#   0.904#   6.117# 283.3  ^  35.52 #  16.45 #   4.647#   1.234#   0.406#    27
          28      1.039#   0.950#   0.862#   0.709#   0.925#   4.663# 144.2  $  34.35 #  14.55 #   4.586#   1.243#   0.333#    28
          29      1.121#            0.677#   0.628#   0.875#   3.932# 259.2  &  30.06 #  13.64 #   5.340#   1.301#   0.353#    29
          30      1.092#            0.688#   0.648#   0.917#   3.473# 179.5  &  26.96 #  12.14 #   4.651#   1.230#   0.367#    30
          31      0.965#            0.709#            0.933#          116.4  #  24.64 #            5.004#            0.329#    31

          Mean    1.209#   0.995#   0.833#   0.712#   0.812#  11.12 $ 100.5  ^ 198.7  ^  33.81 &   6.704#   2.983#   0.626#
        Median    1.228#   1.000#   0.801#   0.687#   0.751#   1.387$  38.44 ^ 136.6  ^  23.01 &   5.852#   3.019#   0.535#
       Maximum    1.448#   1.184#   1.390#   0.941#   1.376#  96.31 $ 403.2  ^ 911.5  ^ 147.9  &  10.60 #   5.349#   1.360#
       Minimum    0.883#   0.839#   0.677#   0.594#   0.535#   0.863$   2.497^  24.64 ^  12.14 &   4.586#   1.230#   0.329#
         Total   37.49 #  27.85 #  25.82 #  21.36 #  25.18 # 333.6  $2915    ^5961    ^1014    & 207.8  #  89.49 #  19.40 #
  Missing Days        0        0        0        0        0        0        2        1        0        0        0        0

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean     29.50 ^                # ... Relative Uncertainty +/-15%
 Ann. Median      1.252^                $ ... Relative Uncertainty +/-20%
Annual Total   10678   ^                & ... Relative Uncertainty +/-30%
Missing Days          3                 U ... Unrateable
                                        ^ ... Relative Uncertainty +/-50%
                Maximum     Minimum
      Daily     911.5  ^      0.329^





         Department of Water and Environmental Regulation                                             HYDAY V145  Output 04/02/2023

         Site     613031          Mayfield Drain - Old Bunbury Rd                                                Year          2023
         VarFrom  10.00           Stage - SL in Metres                                                           Table Type   Total
         VarTo    151.00          Stream Discharge Volume in Megalitres
                                  Figures are for period ending 24:00

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

           1      0.348#   0.157#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      1
           2      0.316#   0.155#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      2
           3      0.326#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      3
           4      0.312#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      4
           5      0.331#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      5
           6      0.274#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      6
           7      0.384#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      7
           8      0.522#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      8
           9      0.375#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]      9
          10      0.259#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     10
          11      0.261#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     11
          12      0.272#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     12
          13      0.223#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     13
          14      0.271#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     14
          15      0.226#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     15
          16      0.203#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     16
          17      0.245#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     17
          18      0.217#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     18
          19      0.237#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     19
          20      0.240#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     20
          21      0.239#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     21
          22      0.213#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     22
          23      0.229#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     23
          24      0.223#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     24
          25      0.221#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     25
          26      0.207#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     26
          27      0.206#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     27
          28      0.180#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     28
          29      0.197#            [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     29
          30      0.223#            [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]     30
          31      0.181#            [   ]             [   ]             [   ]    [   ]             [   ]             [   ]     31

          Mean    0.263#   0.156#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
        Median    0.239#   0.156#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Maximum    0.522#   0.157#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
       Minimum    0.180#   0.155#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
         Total    8.162#   0.311#   [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]    [   ]
  Missing Days        0       26       31       30       31       30       31       31       30       31       30       31

                Summaries               ------------------ Notes -------------------
                ---------               All recorded data is continuous and reliable
                                        except where the following tags are used...
 Annual Mean      0.257#                # ... Relative Uncertainty +/-15%
 Ann. Median      0.237#                [ ... Not Available
Annual Total      8.474#
Missing Days        332

                Maximum     Minimum
      Daily       0.522#      0.155#