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Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] 19.77 " 18.53 " 108.8 # 14.38 " 23.65 " 53.72 " 23.28 " 10.89 " 8.094" 1
2 [ ] [ ] [ ] 13.39 " 15.83 " 149.2 # 13.73 " 21.71 " 73.48 " 22.15 " 10.51 " 7.383" 2
3 [ ] [ ] [ ] 10.59 " 14.47 " 97.72 " 20.11 " 28.03 " 65.22 " 20.02 " 10.12 " 6.843" 3
4 [ ] [ ] [ ] 10.87 " 13.57 " 82.76 " 16.87 " 70.17 " 52.12 " 19.11 " 10.02 " 6.472" 4
5 [ ] [ ] [ ] 14.42 " 11.93 " 67.60 " 20.03 " 115.9 # 90.87 # 17.94 " 9.600" 6.187" 5
6 [ ] [ ] [ ] 60.61 " 10.30 " 67.70 " 43.34 " 133.6 # 221.3 # 17.14 " 9.570" 6.047" 6
7 [ ] [ ] [ ] 64.06 # 9.090" 57.98 " 33.50 " 110.6 # 126.4 # 16.66 " 9.504" 6.079" 7
8 [ ] [ ] [ ] 43.46 " 8.524" 90.47 # 25.00 " 80.22 " 116.7 # 30.44 " 9.021" 6.266" 8
9 [ ] [ ] [ ] 25.87 " 8.705" 128.5 # 30.28 " 252.3 # 215.9 # 48.59 " 8.999" 5.698" 9
10 [ ] [ ] [ ] 18.52 " 8.620" 84.54 " 24.01 " 428.9 # 175.5 # 47.23 " 8.790" 5.483" 10
11 [ ] [ ] [ ] 25.97 " 8.676" 87.72 " 19.59 " 186.7 # 107.1 # 35.08 " 8.677" 5.119" 11
12 [ ] [ ] [ ] 19.17 " 9.602" 72.64 " 17.06 " 107.2 # 82.59 " 24.97 " 9.082" 5.623" 12
13 [ ] [ ] [ ] 15.26 " 10.32 " 52.01 " 73.21 # 73.92 " 67.62 " 21.27 " 9.317" 5.547" 13
14 [ ] [ ] [ ] 13.34 " 10.35 " 39.59 " 94.91 " 63.02 " 56.44 " 19.47 " 9.672" 6.017" 14
15 [ ] [ ] [ ] 13.69 " 10.13 " 32.63 " 49.57 " 169.5 # 49.23 " 18.35 " 9.268" 6.088" 15
16 [ ] [ ] [ ] 12.74 " 9.114" 28.59 " 31.45 " 137.9 # 43.52 " 17.40 " 8.234" 6.445" 16
17 [ ] [ ] [ ] 9.965" 8.689" 25.78 " 25.68 " 84.77 " 39.26 " 16.24 " 7.473" 6.601" 17
18 [ ] [ ] [ ] 7.162" 14.61 " 23.73 " 22.17 " 59.50 " 36.64 " 15.43 " 7.245" 6.705" 18
19 [ ] [ ] [ ] 7.563" 19.72 " 22.29 " 20.35 " 48.56 " 36.19 " 14.42 " 6.909" 7.533" 19
20 [ ] [ ] [ ] 7.312" 15.05 " 24.44 " 19.04 " 42.49 " 33.94 " 13.49 " 7.168" 7.084" 20
21 [ ] [ ] [ ] 8.188" 12.05 " 24.72 " 17.90 " 38.24 " 31.71 " 12.83 " 10.18 " 6.086" 21
22 [ ] [ ] [ ] 7.545" 9.957" 23.31 " 17.04 " 35.36 " 29.07 " 12.34 " 13.79 " 5.163" 22
23 [ ] [ ] [ ] 8.047" 28.34 " 22.81 " 16.77 " 32.62 " 27.42 " 12.60 " 13.67 " 4.016" 23
24 [ ] [ ] [ ] 8.426" 26.43 " 21.49 " 60.38 # 30.61 " 27.35 " 13.28 " 12.64 " 3.558" 24
25 [ ] [ ] [ ] 8.587" 34.49 " 20.63 " 85.87 " 28.57 " 26.42 " 13.52 " 11.43 " 3.663" 25
26 [ ] [ ] [ ] 9.162" 27.96 " 19.25 " 68.13 " 27.42 " 25.47 " 13.50 " 12.19 " 2.498" 26
27 [ ] [ ] [ ] 9.458" 27.54 " 18.20 " 63.71 " 41.07 " 24.18 " 13.26 " 12.36 " 2.160" 27
28 [ ] [ ] 4.033" 9.765" 23.71 " 17.82 " 54.45 " 68.33 " 23.08 " 12.76 " 11.00 " 2.173" 28
29 [ ] 50.93 # 9.722" 19.57 " 16.79 " 38.49 " 75.53 " 21.95 " 12.42 " 9.376" 2.790" 29
30 [ ] 60.57 " 12.61 " 25.12 " 15.25 " 30.38 " 48.03 " 21.21 " 11.57 " 8.633" 3.712" 30
31 [ ] 31.06 " 55.52 " 26.17 " 36.72 " 11.18 " 3.731" 31
Mean [ ] [ ] 36.65 # 16.84 # 16.98 " 51.50 # 35.28 # 87.14 # 66.72 # 19.29 " 9.845" 5.383"
Median [ ] [ ] 40.99 # 11.74 # 13.57 " 30.61 # 25.68 # 63.02 # 46.38 # 16.66 " 9.537" 6.017"
Maximum [ ] [ ] 60.57 # 64.06 # 55.52 " 149.2 # 94.91 # 428.9 # 221.3 # 48.59 " 13.79 " 8.094"
Minimum [ ] [ ] 4.033# 7.162# 8.524" 15.25 # 13.73 # 21.71 # 21.21 # 11.18 " 6.909" 2.160"
Total [ ] [ ] 146.6 # 505.3 # 526.5 "1545 #1094 #2701 #2002 # 597.9 " 295.3 " 166.9 "
Missing Days 31 28 27 0 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.34 # " ... Relative Uncertainty +/-10%
Ann. Median 19.17 # # ... Relative Uncertainty +/-15%
Annual Total 9580 # [ ... Not Available
Missing Days 86
Maximum Minimum
Daily 428.9 # 2.160#
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.180" 0.993" 2.633" 1.582" 0.526" 6.118" 23.97 " 98.51 " 198.8 # 95.80 " 9.285" 7.163" 1
2 4.563" 1.017" 2.418" 1.361" 0.478" 10.54 " 19.70 " 75.32 " 338.5 # 79.99 " 8.811" 8.332" 2
3 4.161" 1.388" 2.960" 1.433" 0.418" 8.083" 19.23 " 49.76 " 243.1 # 54.07 " 8.772" 7.187" 3
4 3.847" 1.661" 3.324" 1.323" 0.681" 11.77 " 24.98 " 36.49 " 181.2 # 40.56 " 8.602" 6.259" 4
5 3.718" 1.391" 2.483" 1.689" 1.136" 16.07 " 26.30 " 80.93 # 119.3 # 33.15 " 8.553" 5.101" 5
6 3.158" 1.015" 1.617" 2.048" 0.854" 14.54 " 75.35 " 96.71 " 84.51 " 28.39 " 8.539" 8.347" 6
7 1.983" 0.804" 2.128" 2.269" 0.656" 20.41 " 58.22 " 78.75 " 63.29 " 24.94 " 8.221" 8.815" 7
8 2.405" 0.641" 2.130" 2.842" 0.594" 110.2 # 44.25 " 55.19 " 51.34 " 22.59 " 7.875" 7.362" 8
9 2.054" 0.649" 2.842" 3.247" 25.32 " 89.59 # 32.68 " 42.10 " 43.29 " 20.80 " 7.402" 6.825" 9
10 1.758" 0.674" 32.39 " 3.119" 16.67 " 120.1 # 25.27 " 40.79 " 38.06 " 20.11 " 6.736" 5.767" 10
11 0.756" 0.604" 32.53 " 3.122" 9.606" 103.3 # 20.70 " 48.93 " 33.83 " 19.45 " 6.151" 4.708" 11
12 0.950" 0.630" 17.24 " 2.990" 5.231" 67.76 " 17.69 " 46.70 " 31.51 " 17.92 " 5.751" 3.579" 12
13 1.073" 0.555" 10.66 " 2.850" 3.139" 50.58 " 15.85 " 37.58 " 38.04 " 23.76 " 13.68 " 3.172" 13
14 1.409" 0.448" 8.706" 3.015" 2.776" 36.60 " 14.35 " 30.12 " 32.53 " 20.48 " 15.53 " 2.817" 14
15 1.247" 0.515" 7.027" 5.236" 2.025" 27.92 " 13.03 " 27.43 " 27.95 " 19.11 " 12.51 " 9.907" 15
16 1.494" 0.526" 5.635" 9.245" 1.671" 20.67 " 12.09 " 25.94 " 25.51 " 29.05 " 10.21 " 6.956" 16
17 1.411" 0.596" 5.211" 7.142" 1.691" 31.43 " 12.60 " 25.13 " 28.08 " 39.98 " 15.53 " 4.216" 17
18 1.356" 0.746" 4.367" 5.725" 3.808" 25.72 " 25.80 " 34.51 " 30.87 " 35.90 " 65.25 " 3.634" 18
19 1.188" 0.662" 3.520" 5.018" 4.967" 21.14 " 26.93 " 40.21 " 27.40 " 24.45 " 48.44 " 3.084" 19
20 1.293" 0.785" 6.554" 4.110" 8.756" 16.54 " 22.49 " 35.91 " 23.80 " 19.10 " 25.39 " 2.158" 20
21 1.620" 1.232" 9.189" 2.807" 11.03 " 14.07 " 25.44 " 29.68 " 60.58 " 16.10 " 15.30 " 1.686" 21
22 1.439" 1.342" 7.430" 2.178" 7.591" 12.03 " 24.78 " 24.65 " 86.81 " 14.54 " 12.36 " 1.436" 22
23 1.268" 1.556" 5.849" 2.333" 5.402" 10.09 " 22.00 " 22.09 " 60.91 " 13.37 " 10.93 " 1.933" 23
24 1.487" 1.852" 5.536" 1.609" 4.414" 11.00 " 18.26 " 24.10 " 41.98 " 12.21 " 9.851" 1.510" 24
25 1.429" 1.884" 4.188" 1.146" 3.915" 24.46 " 24.36 " 22.06 " 54.73 " 11.73 " 9.157" 1.538" 25
26 1.075" 2.183" 3.452" 0.931" 40.35 " 38.44 " 60.67 " 21.11 " 53.10 " 11.44 " 8.196" 1.453" 26
27 0.797" 1.681" 3.352" 0.845" 30.94 " 51.59 " 47.96 " 67.93 " 48.76 " 11.68 " 7.342" 1.310" 27
28 0.599" 2.433" 2.291" 0.764" 29.66 " 64.03 " 33.41 " 120.7 # 44.00 " 10.89 " 6.379" 1.124" 28
29 0.590" 1.959" 0.729" 17.88 " 58.25 " 24.25 " 189.8 # 36.05 " 10.70 " 5.728" 1.060" 29
30 0.797" 1.648" 0.694" 11.77 " 38.21 " 19.45 " 192.8 # 56.39 " 10.000" 5.338" 1.080" 30
31 0.813" 1.585" 7.834" 35.14 " 133.8 # 9.283" 0.952" 31
Mean 1.804" 1.088" 6.544" 2.780" 8.445" 37.71 # 27.97 " 59.86 # 73.48 # 25.86 " 13.06 " 4.209"
Median 1.411" 0.899" 3.520" 2.301" 4.414" 25.09 # 24.36 " 40.79 # 46.38 # 20.11 " 8.792" 3.579"
Maximum 4.563" 2.433" 32.53 " 9.245" 40.35 " 120.1 # 75.35 " 192.8 # 338.5 # 95.80 " 65.25 " 9.907"
Minimum 0.590" 0.448" 1.585" 0.694" 0.418" 6.118# 12.09 " 21.11 # 23.80 # 9.283" 5.338" 0.952"
Total 55.92 " 30.46 " 202.9 " 83.40 " 261.8 "1131 # 867.2 "1856 #2204 # 801.5 " 391.8 " 130.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.96 # " ... Relative Uncertainty +/-10%
Ann. Median 8.811# # ... Relative Uncertainty +/-15%
Annual Total 8017 #
Maximum Minimum
Daily 338.5 # 0.418#
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.038" 0.986" 1.196" 0.297" 0.669" 11.84 " 36.84 " 38.26 " 56.47 " 49.24 " 21.03 " 5.335" 1
2 0.924" 0.903" 1.392" 0.248" 1.065" 7.762" 29.01 " 32.29 " 64.85 " 44.40 " 19.49 " 5.328" 2
3 0.897" 0.980" 1.497" 0.230" 1.589" 25.14 " 24.02 " 27.91 " 143.6 # 38.31 " 18.17 " 5.026" 3
4 0.914" 1.061" 1.542" 0.381" 1.931" 25.13 " 68.87 # 24.27 " 161.9 # 33.44 " 17.08 " 5.380" 4
5 3.346" 0.951" 1.591" 0.460" 1.232" 20.34 " 162.2 # 21.73 " 108.1 # 30.85 " 17.73 " 5.546" 5
6 1.690" 1.067" 1.602" 0.562" 5.571" 13.79 " 111.0 # 54.85 " 79.13 " 33.49 " 16.54 " 5.092" 6
7 1.678" 0.972" 1.549" 0.462" 2.819" 8.650" 71.16 " 50.89 " 64.81 " 54.57 " 15.50 " 4.712" 7
8 1.269" 1.034" 2.368" 0.637" 2.527" 9.512" 50.51 " 39.25 " 55.22 " 151.9 # 14.13 " 4.427" 8
9 1.194" 0.898" 1.594" 1.595" 1.844" 5.874" 38.85 " 34.41 " 49.06 " 177.9 # 13.79 " 4.410" 9
10 1.254" 1.171" 1.413" 1.226" 1.522" 10.34 " 31.96 " 207.1 # 45.94 " 110.6 # 12.98 " 3.986" 10
11 1.843" 1.079" 1.381" 0.885" 1.395" 62.68 " 28.44 " 290.7 # 130.2 # 77.54 " 11.95 " 3.916" 11
12 0.933" 0.972" 1.489" 0.930" 1.314" 40.26 " 23.94 " 171.1 # 106.2 # 60.91 " 11.46 " 5.838" 12
13 1.434" 0.931" 1.908" 1.020" 1.741" 26.56 " 44.75 " 107.6 # 118.9 # 81.04 # 11.24 " 8.996" 13
14 1.484" 0.942" 2.363" 0.920" 1.583" 34.14 " 79.51 " 77.98 " 159.9 # 292.6 # 12.18 " 8.624" 14
15 1.192" 1.099" 2.100" 0.980" 2.207" 27.64 " 65.56 " 75.50 " 149.7 # 187.4 # 13.03 " 7.873" 15
16 0.945" 0.975" 1.916" 0.966" 1.830" 43.61 " 109.1 # 69.80 " 111.8 # 138.9 # 15.20 " 6.389" 16
17 0.872" 0.811" 1.900" 8.926" 1.251" 53.13 " 119.4 # 186.4 # 82.53 " 108.6 # 12.27 " 5.077" 17
18 0.878" 0.449" 2.219" 1.545" 0.992" 122.2 # 100.1 " 192.3 # 66.00 " 82.60 " 11.22 " 3.991" 18
19 0.768" 0.645" 6.810" 0.723" 7.723" 131.1 # 77.24 " 141.3 # 56.31 " 66.56 " 10.71 " 8.605" 19
20 0.668" 0.680" 3.123" 0.514" 9.213" 81.69 " 62.53 " 101.1 " 51.15 " 56.58 " 10.04 " 5.701" 20
21 0.708" 0.786" 2.207" 0.423" 38.50 " 54.16 " 49.25 " 77.00 " 55.28 " 49.15 " 9.313" 6.612" 21
22 5.684" 0.894" 1.601" 0.416" 24.18 " 46.34 " 39.29 " 63.16 " 58.81 " 43.15 " 8.527" 5.338" 22
23 26.10 " 0.857" 1.964" 0.449" 15.48 " 56.83 " 32.64 " 54.91 " 54.21 " 39.56 " 7.961" 4.590" 23
24 9.323" 0.955" 2.002" 0.531" 9.850" 40.09 " 28.35 " 92.87 " 46.29 " 38.15 " 7.308" 4.359" 24
25 2.961" 1.035" 1.903" 0.517" 6.517" 40.29 " 39.51 # 141.1 # 41.19 " 34.50 " 6.891" 3.764" 25
26 1.546" 1.001" 1.806" 0.555" 8.218" 70.05 " 80.31 " 118.1 # 41.37 " 31.96 " 6.216" 3.052" 26
27 1.103" 1.012" 1.750" 0.603" 25.55 " 59.05 " 62.85 " 85.30 " 68.70 " 29.49 " 6.133" 2.231" 27
28 1.131" 1.096" 1.332" 0.647" 52.53 " 71.33 " 86.46 " 67.73 " 79.55 " 27.81 " 5.820" 1.616" 28
29 0.944" 0.370" 0.673" 38.29 " 64.76 " 82.71 " 89.90 " 64.56 " 26.07 " 5.615" 1.257" 29
30 0.832" 0.296" 0.657" 27.67 " 49.95 " 61.26 " 83.77 " 52.82 " 24.43 " 5.721" 1.197" 30
31 0.832" 0.335" 18.70 " 46.82 " 67.10 " 22.41 " 0.905" 31
Mean 2.464" 0.937" 1.823" 0.966" 10.18 " 43.81 # 62.73 # 93.09 # 80.82 # 72.39 # 11.84 " 4.812"
Median 1.131" 0.972" 1.602" 0.620" 2.527" 40.27 # 61.26 # 77.00 # 64.83 # 49.15 # 11.70 " 5.026"
Maximum 26.10 " 1.171" 6.810" 8.926" 52.53 " 131.1 # 162.2 # 290.7 # 161.9 # 292.6 # 21.03 " 8.996"
Minimum 0.668" 0.449" 0.296" 0.230" 0.669" 5.874# 23.94 # 21.73 # 41.19 # 22.41 # 5.615" 0.905"
Total 76.38 " 26.24 " 56.52 " 28.98 " 315.5 "1314 #1944 #2886 #2424 #2244 # 355.2 " 149.2 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.39 # " ... Relative Uncertainty +/-10%
Ann. Median 9.213# # ... Relative Uncertainty +/-15%
Annual Total 11821 #
Maximum Minimum
Daily 292.6 # 0.230#
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.769" 10.06 " 1.198" 0.993" 18.73 " 4.116" 128.0 # 80.16 " 251.8 # 37.87 " 10.59 " 4.656" 1
2 0.640" 8.370" 1.083" 0.960" 11.61 " 2.486" 427.2 # 135.5 # 210.2 # 34.37 " 9.059" 4.278" 2
3 0.587" 7.356" 1.090" 1.026" 6.964" 2.630" 343.6 # 138.4 # 171.0 # 31.49 " 8.455" 3.914" 3
4 0.515" 6.240" 1.133" 0.918" 5.206" 2.780" 508.6 $ 114.2 # 141.8 # 29.44 " 8.222" 3.617" 4
5 0.523" 5.326" 1.234" 0.923" 4.052" 2.492" 437.6 $ 226.2 # 128.7 # 29.81 " 8.218" 3.407" 5
6 0.545" 4.491" 1.044" 0.827" 3.356" 2.109" 210.8 # 366.4 # 324.6 # 31.08 " 8.133" 3.141" 6
7 0.645" 3.979" 0.795" 0.690" 2.807" 1.953" 172.1 # 287.4 # 312.1 # 28.12 " 16.65 " 3.079" 7
8 0.541" 3.585" 0.659" 0.713" 2.373" 1.812" 123.6 # 241.1 # 191.4 # 26.67 " 19.75 " 2.653" 8
9 0.517" 2.740" 0.805" 0.590" 1.941" 1.649" 94.52 " 182.7 # 145.2 # 24.71 " 20.31 " 2.397" 9
10 0.455" 2.593" 1.358" 0.488" 10.60 " 3.301" 106.4 # 142.5 # 121.4 # 23.26 " 16.37 " 2.369" 10
11 0.643" 2.589" 1.424" 0.532" 51.58 " 2.624" 152.6 # 117.8 # 106.0 " 23.28 " 13.71 " 1.971" 11
12 1.166" 2.304" 1.854" 0.541" 61.06 " 2.676" 125.7 # 101.3 " 98.60 " 22.74 " 11.27 " 1.820" 12
13 0.798" 2.262" 2.178" 0.624" 44.63 " 2.641" 226.3 # 100.5 " 98.49 " 22.34 " 8.752" 1.567" 13
14 9.765" 1.974" 1.989" 0.618" 27.57 " 134.5 # 235.2 # 99.61 " 97.19 " 21.30 " 7.551" 1.544" 14
15 20.18 " 1.650" 1.709" 0.818" 16.28 " 112.9 # 196.3 # 108.3 # 101.5 " 19.50 " 6.751" 1.263" 15
16 32.06 " 1.635" 1.895" 0.612" 9.641" 67.37 " 320.4 # 217.4 # 91.88 " 17.74 " 6.772" 0.973" 16
17 23.55 " 1.615" 1.734" 0.649" 6.333" 38.41 " 916.6 ^ 212.2 # 80.33 " 16.22 " 7.464" 0.938" 17
18 19.20 " 1.472" 1.549" 0.586" 5.170" 31.30 " 859.1 ^ 146.8 # 71.72 " 15.68 " 9.717" 0.937" 18
19 12.95 " 1.444" 1.305" 0.439" 3.834" 66.28 " 602.7 $ 116.0 # 65.81 " 14.62 " 10.35 " 0.817" 19
20 7.443" 1.342" 1.316" 26.14 " 3.193" 68.16 " 505.5 # 99.06 " 61.78 " 13.85 " 9.345" 0.848" 20
21 4.700" 1.173" 8.949" 34.43 " 2.837" 51.30 " 296.4 # 86.81 " 58.27 " 13.47 " 8.679" 0.841" 21
22 207.4 # 1.136" 7.419" 21.48 " 2.901" 46.45 " 225.8 # 77.36 " 54.57 " 13.56 " 7.766" 0.831" 22
23 167.1 # 1.145" 5.930" 10.78 " 2.752" 43.33 " 212.8 # 70.76 " 51.45 " 13.51 " 7.095" 0.845" 23
24 85.26 " 1.361" 4.320" 4.913" 2.659" 42.53 " 172.0 # 114.8 # 48.17 " 13.05 " 7.176" 0.818" 24
25 47.26 " 1.216" 3.013" 11.37 " 2.973" 50.64 " 140.2 # 99.16 # 44.31 " 12.72 " 5.817" 0.805" 25
26 28.94 " 1.024" 1.988" 9.181" 2.726" 44.38 " 119.5 # 134.6 # 40.78 " 12.23 " 5.480" 0.764" 26
27 21.06 " 1.087" 1.746" 15.83 " 2.681" 40.23 " 104.4 " 108.9 # 39.71 " 10.98 " 13.40 " 0.652" 27
28 16.42 " 1.279" 1.453" 45.35 " 2.436" 32.49 " 115.1 # 97.43 " 48.83 " 9.970" 8.111" 0.589" 28
29 13.15 " 1.368" 1.184" 39.55 " 2.250" 26.12 " 114.1 # 125.1 # 45.70 " 9.895" 6.847" 0.663" 29
30 11.47 " 1.042" 28.68 " 2.005" 25.11 " 99.48 " 140.8 # 41.94 " 9.519" 5.880" 0.795" 30
31 12.42 " 0.930" 3.873" 88.93 " 273.7 # 9.979" 0.849" 31
Mean 24.15 # 2.890" 2.107" 8.708" 10.55 " 31.83 # 270.4 ^ 147.2 # 111.5 # 19.77 " 9.789" 1.763"
Median 9.765# 1.650" 1.424" 0.920" 3.834" 28.71 # 196.3 ^ 117.8 # 94.54 # 17.74 " 8.338" 0.973"
Maximum 207.4 # 10.06 " 8.949" 45.35 " 61.06 " 134.5 # 916.6 ^ 366.4 # 324.6 # 37.87 " 20.31 " 4.656"
Minimum 0.455# 1.024" 0.659" 0.439" 1.941" 1.649# 88.93 ^ 70.76 # 39.71 # 9.519" 5.480" 0.589"
Total 748.7 # 83.82 " 65.32 " 261.3 " 327.0 " 954.8 #8382 ^4563 #3345 # 613.0 " 293.7 " 54.64 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 53.80 ^ " ... Relative Uncertainty +/-10%
Ann. Median 9.679^ # ... Relative Uncertainty +/-15%
Annual Total 19692 ^ $ ... Relative Uncertainty +/-20%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 916.6 ^ 0.439^
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.901" 1.296" 1.223" 3.075" 3.018" 23.28 " 9.415" 130.9 # 32.64 " 170.6 # 12.25 " 3.823" 1
2 0.881" 1.299" 0.966" 3.196" 2.789" 18.81 " 7.175" 80.21 " 29.66 " 110.8 # 11.76 " 3.721" 2
3 0.930" 1.205" 1.080" 3.106" 2.796" 15.59 " 17.11 " 76.00 " 27.88 " 79.77 " 11.28 " 4.261" 3
4 0.965" 1.220" 0.862" 2.419" 2.822" 12.43 " 12.67 " 64.86 " 26.84 " 59.64 " 10.50 " 4.391" 4
5 0.922" 1.095" 0.968" 1.809" 2.607" 10.42 " 11.20 " 53.43 " 30.00 " 46.73 " 10.09 " 3.230" 5
6 0.943" 1.087" 0.874" 1.490" 32.94 " 9.353" 15.52 " 52.42 " 86.10 # 38.04 " 10.42 " 3.678" 6
7 0.918" 1.002" 0.945" 1.338" 30.54 " 8.127" 40.59 " 39.22 " 87.53 " 33.01 " 9.923" 3.316" 7
8 1.238" 1.199" 1.215" 1.311" 22.87 " 13.19 " 107.2 # 35.93 " 65.99 " 30.11 " 9.285" 3.511" 8
9 1.011" 0.974" 1.442" 1.216" 14.88 " 14.81 " 96.86 " 156.1 # 74.86 " 28.10 " 8.935" 3.340" 9
10 0.744" 1.182" 1.355" 1.097" 16.60 " 19.89 " 65.08 " 158.1 # 63.56 " 26.06 " 8.620" 2.864" 10
11 0.906" 1.348" 1.448" 1.297" 12.78 " 18.93 " 41.37 " 100.0 # 52.66 " 24.56 " 7.655" 2.762" 11
12 1.116" 1.233" 1.310" 1.113" 32.51 " 15.73 " 46.65 " 68.60 " 43.20 " 24.64 " 6.731" 2.316" 12
13 1.110" 1.326" 1.417" 1.132" 31.75 " 13.46 " 28.24 " 67.56 # 37.85 " 22.89 " 6.229" 2.234" 13
14 1.276" 1.426" 1.527" 1.231" 23.29 " 11.00 " 22.74 " 250.4 # 34.65 " 21.52 " 5.788" 1.948" 14
15 1.141" 1.366" 4.514" 1.381" 18.42 " 9.088" 18.05 " 318.1 # 31.57 " 20.25 " 5.589" 1.671" 15
16 0.970" 1.240" 2.664" 1.608" 13.79 " 7.430" 14.95 " 182.2 # 28.70 " 19.10 " 5.476" 1.672" 16
17 1.244" 1.311" 3.924" 1.512" 10.24 " 10.21 " 12.93 " 115.1 # 26.49 " 18.17 " 4.937" 1.503" 17
18 1.148" 1.646" 4.610" 1.667" 7.460" 6.599" 11.38 " 83.20 " 24.72 " 17.01 " 6.686" 1.295" 18
19 0.871" 1.438" 4.602" 1.860" 6.711" 6.595" 10.40 " 64.12 " 23.04 " 17.28 " 25.00 " 1.343" 19
20 0.949" 1.407" 4.531" 1.633" 10.09 " 6.255" 16.08 " 51.45 " 22.07 " 16.31 " 17.44 " 1.544" 20
21 0.984" 1.260" 4.004" 1.519" 9.632" 5.632" 31.15 " 43.36 " 21.38 " 48.32 " 13.18 " 1.214" 21
22 1.221" 1.196" 4.308" 1.381" 8.067" 5.110" 24.65 " 37.82 " 55.68 " 45.83 " 10.36 " 1.082" 22
23 1.059" 1.158" 4.464" 2.012" 7.711" 4.493" 19.94 " 42.96 " 65.30 " 36.90 " 8.782" 1.005" 23
24 1.204" 1.205" 4.362" 3.847" 14.31 " 4.951" 15.21 " 75.02 " 59.74 " 27.22 " 10.63 " 1.057" 24
25 1.014" 1.359" 4.692" 5.677" 33.54 " 4.189" 12.22 " 65.47 " 44.09 " 21.86 " 7.562" 1.030" 25
26 1.029" 1.522" 4.346" 5.123" 26.05 " 4.179" 10.25 " 49.98 " 33.39 " 19.02 " 6.197" 0.970" 26
27 1.152" 1.359" 4.080" 3.664" 19.15 " 4.010" 10.91 " 39.03 " 27.74 " 17.18 " 4.980" 0.936" 27
28 0.942" 1.394" 4.040" 3.507" 14.14 " 3.697" 16.73 " 33.09 " 58.73 # 15.73 " 4.205" 0.929" 28
29 0.823" 3.747" 2.830" 18.89 " 8.787" 52.60 # 37.94 " 201.1 # 14.55 " 3.864" 0.958" 29
30 0.760" 3.403" 3.051" 27.23 " 11.32 " 343.6 # 40.63 " 273.6 # 13.72 " 3.280" 0.919" 30
31 0.960" 3.029" 21.26 " 275.4 # 37.86 " 12.91 " 0.885" 31
Mean 1.011" 1.277" 2.773" 2.237" 16.09 " 10.25 " 45.75 # 85.52 # 56.36 # 35.41 # 8.921" 2.110"
Median 0.970" 1.278" 3.029" 1.650" 14.31 " 9.221" 17.11 # 64.86 # 36.25 # 24.56 # 8.701" 1.671"
Maximum 1.276" 1.646" 4.692" 5.677" 33.54 " 23.28 " 343.6 # 318.1 # 273.6 # 170.6 # 25.00 " 4.391"
Minimum 0.744" 0.974" 0.862" 1.097" 2.607" 3.697" 7.175# 33.09 # 21.38 # 12.91 # 3.280" 0.885"
Total 31.33 " 35.75 " 85.95 " 67.10 " 498.9 " 307.6 "1418 #2651 #1691 #1098 # 267.6 " 65.41 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.51 # " ... Relative Uncertainty +/-10%
Ann. Median 7.460# # ... Relative Uncertainty +/-15%
Annual Total 8218 #
Maximum Minimum
Daily 343.6 # 0.744#
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.948" 0.906" 1.669" 1.578" 11.11 " 4.060" 114.3 # 65.93 " 190.7 " 13.84 # 49.04 " 1.484& 1
2 0.784" 0.962" 1.641" 2.022" 6.957" 18.55 " 94.58 " 48.44 " 211.7 " 12.64 # 26.87 1.464& 2
3 0.778" 1.020" 1.944" 1.915" 11.72 " 53.14 # 68.65 " 42.91 " 132.3 " 11.89 # 19.74 # 1.492& 3
4 0.781" 0.979" 2.035" 1.604" 7.709" 159.3 # 75.20 " 57.60 " 93.56 " 11.46 # 13.99 # 1.335& 4
5 0.878" 0.818" 2.551" 2.083" 5.209" 174.1 # 93.39 " 74.14 " 70.14 " 29.23 # 11.56 # 1.318& 5
6 0.761" 0.963" 2.231" 1.768" 51.21 " 142.1 # 72.38 " 69.22 " 56.24 " 57.09 " 8.941# 1.270& 6
7 0.721" 0.671" 2.348" 1.748" 52.47 " 87.36 " 65.56 " 58.15 " 47.71 " 41.69 " 7.038# 1.205& 7
8 0.686" 1.144" 2.194" 2.583" 55.16 " 52.32 " 78.55 " 48.35 " 41.38 " 27.93 6.293# 1.194& 8
9 0.917" 1.068" 2.280" 4.053" 39.23 " 40.73 " 62.76 " 83.60 " 36.51 " 21.60 # 5.790# 1.212& 9
10 1.033" 1.170" 1.934" 2.476" 31.85 " 33.23 " 114.0 # 91.13 " 32.84 17.52 # 5.330# 1.081& 10
11 0.796" 1.218" 2.243" 2.463" 45.73 " 36.85 " 156.2 # 73.17 " 30.34 14.76 # 4.978# 0.959& 11
12 0.694" 0.701" 2.156" 2.595" 35.48 " 30.05 " 189.1 # 56.13 " 27.93 13.05 # 4.570# 0.967& 12
13 0.637" 0.879" 2.434" 2.127" 27.39 " 69.20 # 138.4 # 46.33 " 35.14 " 11.75 # 4.222& 1.018& 13
14 0.676" 1.164" 1.847" 1.458" 26.01 " 71.09 " 132.3 # 40.70 " 43.83 " 10.84 # 3.955& 1.029& 14
15 0.733" 1.260" 2.181" 2.057" 25.99 " 59.46 " 163.7 # 39.29 " 72.41 " 10.11 # 3.672& 1.075& 15
16 1.216" 1.291" 2.251" 86.71 # 20.96 " 44.49 " 131.8 # 36.00 55.97 " 9.084# 3.269& 1.057& 16
17 0.984" 1.550" 3.079" 82.11 # 18.08 " 35.91 " 95.38 " 32.46 39.61 " 35.64 # 3.063& 1.034& 17
18 1.005" 1.797" 3.387" 34.33 " 15.31 " 78.81 # 108.2 # 29.58 30.63 41.79 " 2.922& 0.950& 18
19 1.065" 1.247" 3.018" 20.29 " 12.77 " 96.65 " 172.4 # 26.33 26.80 33.11 2.722& 0.883& 19
20 0.855" 0.725" 3.366" 15.05 " 10.77 " 67.51 " 130.1 # 23.85 25.10 21.75 # 2.534& 0.815& 20
21 0.791" 1.259" 2.751" 12.24 " 9.025" 50.55 " 92.51 " 23.18 22.53 15.77 # 2.530& 0.852& 21
22 0.706" 1.032" 3.075" 11.36 " 7.999" 50.87 " 73.32 " 21.42 26.23 # 12.47 # 2.343& 0.870& 22
23 0.614" 1.096" 3.712" 10.76 " 6.870" 40.60 " 61.86 " 20.10 # 26.35 10.74 # 2.164& 0.860& 23
24 0.749" 1.097" 3.641" 9.031" 8.806" 35.48 " 100.4 # 21.58 # 26.37 9.889# 2.057& 0.850& 24
25 0.867" 1.313" 3.451" 8.585" 6.324" 30.68 " 132.9 # 26.24 22.96 9.429# 1.867& 0.840& 25
26 0.742" 1.353" 2.872" 6.987" 5.562" 36.12 " 139.8 # 35.04 " 25.05 8.503# 1.770& 0.803& 26
27 0.854" 1.472" 2.058" 5.872" 5.174" 33.19 " 130.4 # 36.35 " 23.03 7.908# 1.624& 0.769& 27
28 0.852" 1.552" 1.955" 5.937" 5.068" 29.69 " 98.94 " 31.97 19.68 # 11.43 # 1.624& 0.821& 28
29 0.870" 1.283" 5.871" 4.793" 138.5 # 76.43 " 45.93 " 16.51 # 11.71 # 1.538& 1.053& 29
30 0.920" 1.480" 7.384" 4.569" 118.4 # 96.76 # 71.28 " 14.91 # 8.485# 1.524& 0.971& 30
31 0.960" 1.663" 4.256" 84.63 " 84.72 " 7.341# 0.828& 31
Mean 0.835" 1.132" 2.411" 11.84 # 18.70 " 63.97 # 107.9 # 47.13 # 50.81 # 18.08 # 6.984& 1.044&
Median 0.796" 1.121" 2.243" 4.962# 11.11 " 50.71 # 98.94 # 42.91 # 31.74 # 12.47 # 3.470& 1.018&
Maximum 1.216" 1.797" 3.712" 86.71 # 55.16 " 174.1 # 189.1 # 91.13 # 211.7 # 57.09 # 49.04 & 1.492&
Minimum 0.614" 0.671" 1.283" 1.458# 4.256" 4.060# 61.86 # 20.10 # 14.91 # 7.341# 1.524& 0.769&
Total 25.87 " 31.71 " 74.73 " 355.1 # 579.6 "1919 #3345 #1461 #1524 # 560.5 # 209.5 & 32.36 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27.72 & " ... Relative Uncertainty +/-10%
Ann. Median 8.585& # ... Relative Uncertainty +/-15%
Annual Total 10119 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 211.7 & 0.614&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.734& 0.893& 1.363& 9.426# 4.100& 21.49 # 172.5 " 83.80 " 49.22 " 73.41 " 11.46 # 6.635# 1
2 0.717& 3.015& 1.381& 5.201# 2.863& 53.13 " 103.8 " 67.78 " 45.39 " 56.50 " 10.99 # 5.981# 2
3 0.627& 1.244& 1.329& 3.592& 2.292& 49.14 " 369.1 & 415.0 ^ 43.94 " 47.39 " 10.48 # 5.311# 3
4 0.742& 1.192& 1.209& 2.782& 2.211& 32.00 258.1 # 284.8 # 60.88 " 41.96 " 9.999# 4.834# 4
5 0.707& 1.069& 1.200& 7.476& 3.070& 26.43 223.2 " 169.2 " 53.51 " 37.23 " 8.969# 4.823# 5
6 0.707& 0.914& 1.166& 6.458# 2.336& 20.58 # 183.3 " 119.3 " 43.83 " 33.24 9.276# 4.613& 6
7 0.746& 0.913& 1.200& 3.984& 2.368& 15.99 # 115.4 " 94.60 " 39.45 " 31.08 9.064# 4.207& 7
8 0.608& 0.872& 0.869& 2.844& 2.290& 12.38 # 86.48 " 79.04 " 47.00 " 28.35 7.584# 4.371# 8
9 0.626& 0.734& 1.360& 2.393& 2.211& 9.870# 96.22 " 67.97 " 59.27 " 26.34 7.161# 4.165# 9
10 0.541& 0.960& 1.117& 5.256& 1.939& 8.337# 219.8 " 104.2 " 91.18 " 24.31 6.718# 3.887& 10
11 0.638& 0.795& 1.027& 30.36 # 1.875& 7.389# 244.4 " 309.9 # 114.1 " 22.97 6.308# 3.979& 11
12 0.766& 1.057& 1.259& 97.69 " 6.012& 6.455# 156.2 " 199.7 " 106.5 " 26.05 " 5.554# 3.972& 12
13 0.900& 1.154& 1.441& 100.2 " 4.707& 6.147# 104.9 " 118.9 " 88.20 " 36.40 " 5.336# 3.796& 13
14 0.789& 1.039& 1.425& 53.04 " 4.316& 5.853# 204.5 " 91.74 " 76.35 " 31.94 5.062# 3.715& 14
15 0.642& 1.094& 1.437& 30.55 " 5.477# 5.599# 236.6 " 78.95 " 62.24 " 27.34 " 5.331# 4.077& 15
16 0.728& 1.378& 1.449& 18.93 # 28.63 # 5.295# 140.6 " 108.5 " 52.32 " 24.02 5.144# 3.919& 16
17 0.696& 1.594& 1.612& 13.50 # 23.71 # 4.963# 99.47 " 93.30 " 45.97 " 22.74 42.57 # 3.720& 17
18 0.724& 1.558& 1.867& 11.19 # 10.59 # 4.652# 79.84 " 72.83 " 42.29 " 20.32 # 51.02 " 3.690& 18
19 0.765& 1.432& 1.898& 10.05 # 8.155# 4.329# 68.28 " 63.15 " 39.20 " 19.40 # 36.95 " 4.126# 19
20 0.803& 1.416& 1.650& 8.260# 14.66 # 4.071& 72.96 " 58.43 " 53.10 " 18.87 # 30.36 3.927& 20
21 0.813& 1.335& 1.867& 6.779# 39.08 " 3.936& 76.76 " 96.88 " 84.57 " 18.45 # 20.49 # 3.657& 21
22 0.696& 1.196& 1.727& 6.032# 27.90 # 6.304# 94.94 " 500.5 ^ 110.3 " 17.75 # 13.76 # 3.409& 22
23 0.872& 1.476& 1.786& 5.084# 91.10 " 12.48 # 81.32 " 298.9 # 131.0 " 16.43 # 10.45 # 3.451& 23
24 0.862& 1.383& 2.097& 5.593# 37.99 " 10.32 # 62.08 " 163.1 " 112.5 " 15.14 # 10.00 # 3.168& 24
25 0.893& 1.275& 2.158& 4.875# 18.79 # 77.15 # 53.30 " 126.4 " 92.80 " 13.72 # 12.03 # 2.942& 25
26 0.780& 1.170& 2.128& 5.338& 11.77 # 96.01 " 51.75 " 98.73 " 74.67 " 12.82 # 12.22 # 2.463& 26
27 0.769& 1.310& 2.008& 4.733& 8.209# 152.1 " 61.88 " 82.71 " 61.81 " 18.11 # 10.95 # 2.049& 27
28 0.891& 1.166& 2.302& 3.252& 6.405# 210.6 " 56.46 " 73.12 " 52.09 " 17.28 # 9.733# 2.254& 28
29 0.857& 2.545& 3.482& 5.293# 304.5 # 47.69 " 65.62 " 86.55 " 16.08 # 8.389# 2.179& 29
30 0.913& 88.46 & 5.695# 16.37 # 350.4 # 89.37 " 58.83 " 96.58 " 15.09 # 7.380# 2.042& 30
31 0.879& 25.29 $ 18.95 # 116.5 " 53.53 " 13.90 # 1.825& 31
Mean 0.756& 1.237& 5.149& 15.80 & 13.41 & 50.93 & 129.9 & 138.7 ^ 70.56 " 26.60 # 13.36 # 3.780&
Median 0.746& 1.181& 1.449& 5.863& 6.012& 11.35 & 99.47 & 94.60 ^ 61.34 " 22.97 # 9.866# 3.887&
Maximum 0.913& 3.015& 88.46 & 100.2 & 91.10 & 350.4 & 369.1 & 500.5 ^ 131.0 " 73.41 # 51.02 # 6.635&
Minimum 0.541& 0.734& 0.869& 2.393& 1.875& 3.936& 47.69 & 53.53 ^ 39.20 " 12.82 # 5.062# 1.825&
Total 23.43 & 34.63 & 159.6 & 474.1 & 415.7 &1528 &4028 &4299 ^2117 " 824.7 # 400.8 # 117.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.51 ^ " ... Relative Uncertainty +/-10%
Ann. Median 8.969^ # ... Relative Uncertainty +/-15%
Annual Total 14422 ^ $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum ^ ... Relative Uncertainty +/-50%
Daily 500.5 ^ 0.541^
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.669& 0.583& 0.601& 0.711& 0.896& 11.21 # 34.74 " 131.6 " 78.11 " 19.45 # 6.732# 4.132& 1
2 1.496& 0.550& 0.618& 0.735& 0.927& 9.412# 111.1 " 117.9 " 65.44 " 17.40 # 6.651# 4.149& 2
3 1.365& 0.490& 0.571& 0.705& 0.932& 7.002# 133.5 " 84.43 " 55.82 " 15.61 # 6.539# 4.797# 3
4 1.274& 0.491& 0.617& 0.645& 0.951& 18.98 # 113.2 " 60.18 " 50.98 " 14.40 # 5.968# 4.152& 4
5 1.163& 0.568& 0.620& 0.837& 0.962& 40.87 " 91.98 " 67.74 " 53.61 " 14.69 # 5.740# 3.788& 5
6 1.184& 0.563& 0.634& 0.826& 0.940& 46.76 " 65.38 " 90.06 " 101.2 " 21.28 # 5.532# 3.682& 6
7 1.039& 0.511& 0.667& 0.858& 4.217& 48.36 " 140.9 " 76.80 " 95.78 " 22.06 # 5.046# 3.281& 7
8 1.064& 0.590& 0.796& 0.814& 2.051& 86.53 " 243.6 " 57.83 " 77.90 " 19.81 # 4.943# 2.685& 8
9 0.936& 0.700& 0.645& 0.879& 22.69 & 67.27 " 158.9 " 45.86 " 68.13 " 17.07 # 8.380# 2.331& 9
10 0.846& 0.763& 0.654& 0.974& 33.00 " 63.88 " 96.82 " 39.52 " 58.35 " 16.30 # 52.45 # 2.100& 10
11 0.771& 0.762& 0.800& 0.786& 13.14 # 127.1 " 66.08 " 84.55 " 51.34 " 23.08 # 26.73 1.940& 11
12 0.805& 0.686& 0.740& 0.780& 7.960# 174.8 " 50.64 " 199.8 " 43.12 " 27.54 " 22.34 # 1.757& 12
13 0.736& 0.803& 0.677& 0.930& 6.889# 122.6 " 42.01 " 158.9 " 38.20 " 23.20 16.04 # 1.528& 13
14 0.720& 0.726& 0.669& 0.919& 5.747# 70.05 " 38.03 " 118.2 " 35.95 20.57 # 12.34 # 1.390& 14
15 0.740& 0.862& 0.767& 0.958& 6.015# 43.99 " 34.16 85.87 " 33.21 17.26 # 9.325# 1.247& 15
16 0.641& 0.863& 0.793& 0.877& 25.93 # 32.24 28.24 66.44 " 31.46 14.63 # 7.337# 1.324& 16
17 0.652& 4.310& 0.744& 0.863& 14.63 # 41.91 " 25.40 62.26 " 29.46 12.50 # 7.375# 1.341& 17
18 0.707& 2.711& 0.707& 1.007& 18.03 # 38.13 " 22.66 55.13 " 28.47 11.17 # 7.365# 1.174& 18
19 0.718& 0.810& 0.631& 1.953& 13.18 # 30.37 20.79 # 50.25 " 32.85 " 10.43 # 7.121# 1.095& 19
20 0.780& 0.767& 0.715& 1.392& 10.02 # 23.40 20.74 80.12 " 28.44 10.26 # 6.554# 1.040& 20
21 0.692& 0.676& 0.747& 2.148& 17.75 # 18.96 # 31.94 " 99.79 " 27.40 44.70 # 5.798# 1.021& 21
22 0.704& 0.682& 0.702& 1.491& 39.15 " 43.07 # 33.32 " 88.26 " 24.91 25.08 4.761# 1.093& 22
23 0.680& 0.631& 0.579& 1.105& 22.28 # 40.57 " 32.93 94.97 " 23.52 19.33 # 4.265# 1.075& 23
24 0.636& 0.634& 0.718& 0.988& 15.21 # 33.82 " 29.10 153.6 " 22.46 14.86 # 4.530# 0.958& 24
25 0.604& 0.548& 0.703& 0.977& 9.412# 26.40 25.58 254.6 " 20.91 # 11.91 # 5.398# 0.899& 25
26 0.602& 0.581& 0.656& 0.929& 6.349# 23.93 21.81 224.2 " 23.51 # 9.912# 7.608# 0.947& 26
27 0.629& 0.622& 0.590& 0.910& 4.650# 37.02 " 20.94 # 252.5 " 20.66 # 8.486# 7.579# 0.821& 27
28 0.639& 0.608& 0.664& 0.881& 3.778& 39.23 " 17.94 # 264.0 " 19.52 # 7.842# 5.057# 0.816& 28
29 0.728& 0.602& 0.784& 0.859& 3.418& 36.77 " 17.21 # 174.9 " 17.99 # 8.050# 5.066# 0.859& 29
30 0.677& 0.764& 0.906& 3.474& 31.15 95.25 " 121.4 " 16.95 # 7.846# 4.572# 0.901& 30
31 0.610& 0.731& 18.14 & 103.4 " 98.53 " 7.148# 0.829& 31
Mean 0.855& 0.851& 0.687& 0.988& 10.73 & 47.86 # 63.49 # 114.8 " 42.52 # 16.58 # 9.504# 1.908&
Median 0.728& 0.634& 0.677& 0.894& 6.889& 38.68 # 34.74 # 90.06 " 33.03 # 15.61 # 6.603# 1.324&
Maximum 1.669& 4.310& 0.800& 2.148& 39.15 & 174.8 # 243.6 # 264.0 " 101.2 # 44.70 # 52.45 # 4.797&
Minimum 0.602& 0.490& 0.571& 0.645& 0.896& 7.002# 17.21 # 39.52 " 16.95 # 7.148# 4.265# 0.816&
Total 26.51 & 24.69 & 21.30 & 29.64 & 332.7 &1436 #1968 #3560 "1276 # 513.9 # 285.1 # 59.15 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.05 & " ... Relative Uncertainty +/-10%
Ann. Median 6.692& # ... Relative Uncertainty +/-15%
Annual Total 9533 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 264.0 & 0.490&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.843& 0.679& 1.085& 41.35 # 14.08 & 9.609# 116.1 " 47.23 " 60.97 " 64.62 " 25.06 8.216# 1
2 0.837& 0.620& 1.046& 29.94 # 116.8 " 8.899# 99.47 " 74.22 " 54.39 " 59.13 " 22.75 8.833# 2
3 0.804& 0.561& 1.067& 10.42 # 78.80 " 17.22 # 93.19 " 80.70 " 49.42 " 52.71 " 21.14 # 8.211# 3
4 0.824& 0.678& 1.101& 5.009& 55.32 " 30.88 157.9 " 66.69 " 48.49 " 54.20 " 19.62 # 8.385# 4
5 0.785& 0.944& 1.213& 2.791& 32.48 " 27.41 138.4 " 53.97 " 60.66 " 53.34 " 34.85 # 9.942# 5
6 0.710& 1.075& 1.309& 1.859& 18.04 # 28.45 # 103.9 " 47.04 " 158.0 " 87.30 " 26.72 11.20 # 6
7 0.819& 1.202& 1.170& 1.615& 10.93 # 236.5 " 82.13 " 42.45 " 170.1 " 78.35 " 24.08 11.57 # 7
8 0.840& 1.244& 0.960& 1.631& 7.317# 226.0 " 69.58 " 39.39 " 195.8 " 63.70 " 24.37 12.18 # 8
9 0.834& 1.148& 1.199& 1.687& 4.947# 224.9 " 61.83 " 37.71 177.3 " 54.91 " 20.86 # 12.44 # 9
10 0.786& 0.919& 1.625& 1.420& 4.154& 309.1 # 55.86 " 39.60 " 126.2 " 47.58 " 19.36 # 12.66 # 10
11 0.787& 0.795& 1.605& 1.302& 3.975& 298.8 # 51.79 " 39.33 " 97.59 " 42.50 " 18.10 # 15.79 # 11
12 0.722& 0.839& 1.360& 1.447& 23.67 # 281.7 " 51.42 " 60.84 " 90.40 " 39.11 " 16.17 # 13.96 # 12
13 0.703& 0.852& 1.143& 1.287& 27.18 # 245.8 " 79.75 " 110.9 " 90.86 " 35.54 15.22 # 13.79 # 13
14 0.633& 1.211& 1.322& 1.207& 20.21 # 151.4 " 79.78 " 136.7 " 95.14 " 32.90 13.75 # 13.43 # 14
15 0.621& 0.812& 1.199& 1.140& 32.12 # 108.6 " 87.09 " 110.6 " 80.56 " 31.00 12.54 # 12.85 # 15
16 0.588& 0.676& 1.089& 1.166& 104.9 " 100.7 " 86.85 " 181.5 " 67.87 " 30.49 11.52 # 13.12 # 16
17 0.591& 0.982& 1.122& 1.240& 83.73 " 186.4 " 71.97 " 412.1 ^ 165.4 " 27.97 10.60 # 12.58 # 17
18 0.657& 1.091& 1.171& 1.195& 90.39 " 177.1 " 59.43 " 468.7 ^ 165.8 " 26.28 9.861# 12.24 # 18
19 0.575& 1.086& 1.180& 1.061& 329.7 # 134.1 " 51.99 " 231.2 " 117.6 " 25.62 9.406# 11.56 # 19
20 0.687& 0.910& 1.025& 0.950& 185.4 " 101.3 " 53.17 " 150.9 " 98.46 " 24.47 9.314# 10.71 # 20
21 0.658& 1.164& 1.064& 1.001& 91.01 " 80.16 " 108.8 " 117.3 " 89.94 " 30.85 " 8.686# 11.31 # 21
22 0.582& 1.180& 1.173& 0.983& 61.93 " 67.47 " 101.2 " 98.71 " 81.69 " 28.31 8.062# 10.97 # 22
23 0.564& 1.059& 0.896& 1.377& 47.43 " 183.4 " 87.27 " 85.64 " 71.27 " 26.87 7.592# 10.39 # 23
24 0.555& 1.010& 1.023& 1.275& 35.74 " 297.8 " 73.05 " 76.22 " 61.61 " 29.91 " 7.294# 10.32 # 24
25 0.693& 1.019& 1.248& 1.193& 27.83 234.7 " 70.66 " 69.15 " 54.53 " 38.16 " 7.341# 10.75 # 25
26 0.656& 1.032& 1.399& 1.032& 22.33 157.5 " 63.57 " 62.97 " 50.00 " 36.17 " 7.144# 10.47 # 26
27 0.665& 1.228& 7.426& 0.990& 18.71 # 116.0 " 56.00 " 58.20 " 52.08 " 31.74 6.820# 10.41 # 27
28 0.655& 1.233& 17.75 & 0.975& 15.91 # 92.82 " 51.90 " 91.26 " 50.55 " 27.76 6.659# 9.980# 28
29 0.641& 1.988& 0.875& 13.97 # 87.19 " 48.41 " 106.1 " 62.91 " 24.30 6.903# 9.588# 29
30 0.615& 1.934& 0.961& 12.31 # 124.8 " 45.50 " 92.92 " 67.10 " 25.98 7.247# 9.363# 30
31 0.688& 8.298& 10.92 # 51.69 " 71.95 " 28.10 9.081# 31
Mean 0.697& 0.973& 2.200& 4.013& 51.69 & 144.9 # 77.73 " 108.5 ^ 93.75 " 40.64 " 14.63 # 11.17 #
Median 0.687& 1.015& 1.180& 1.258& 27.18 & 129.5 # 71.97 " 76.22 ^ 81.12 " 32.90 " 12.03 # 10.97 #
Maximum 0.843& 1.244& 17.75 & 41.35 & 329.7 & 309.1 # 157.9 " 468.7 ^ 195.8 " 87.30 " 34.85 # 15.79 #
Minimum 0.555& 0.561& 0.896& 0.875& 3.975& 8.899# 45.50 " 37.71 ^ 48.49 " 24.30 " 6.659# 8.211#
Total 21.62 & 27.25 & 68.19 & 120.4 &1602 &4347 #2410 "3362 ^2813 "1260 " 439.0 # 346.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 46.07 ^ " ... Relative Uncertainty +/-10%
Ann. Median 18.10 ^ # ... Relative Uncertainty +/-15%
Annual Total 16816 ^ & ... Relative Uncertainty +/-30%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 468.7 ^ 0.555^
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.368# 2.022& 2.065& 5.909& 2.328& 4.447& 14.39 # 26.52 # 55.74 " 7.588# 1.519& 4.705& 1
2 7.536# 1.783& 2.208& 1.652& 2.324& 21.81 # 9.986# 35.76 " 48.78 " 7.154# 1.394& 3.893& 2
3 7.401# 1.522& 2.243& 1.233& 2.910& 32.51 8.883# 24.02 35.75 " 11.54 # 1.375& 3.459& 3
4 7.336# 1.306& 1.941& 1.186& 1.795& 31.22 8.058# 18.88 # 27.70 11.78 # 1.370& 2.950& 4
5 7.004# 1.199& 2.055& 1.049& 1.179& 24.74 # 7.650# 14.24 # 22.07 # 10.28 # 1.375& 2.628& 5
6 7.046# 7.728& 1.882& 1.046& 2.775& 15.83 # 7.073# 14.33 # 17.19 # 9.147# 1.622& 2.530& 6
7 6.320# 17.68 # 1.799& 1.011& 3.245& 15.12 # 5.876# 65.39 " 14.38 # 7.554# 2.323& 2.558& 7
8 5.475# 7.415# 1.796& 0.973& 3.148& 15.04 # 4.838# 81.87 " 12.91 # 6.028# 2.661& 4.659& 8
9 4.741# 3.138& 1.948& 1.035& 3.032& 12.87 # 11.27 # 56.84 " 14.49 # 5.168# 3.410& 3.862& 9
10 4.153# 2.753& 2.185& 0.984& 2.947& 9.924# 9.474# 33.45 " 50.37 " 4.690# 7.156# 2.933& 10
11 3.733& 2.310& 1.932& 1.133& 2.976& 7.536# 7.844# 20.21 # 69.31 " 13.24 # 7.219# 2.952& 11
12 9.780& 2.054& 1.942& 1.052& 2.604& 6.294# 6.600# 38.19 # 70.61 " 15.18 # 6.390# 2.831& 12
13 11.22 # 1.673& 1.874& 1.043& 2.047& 4.772# 5.319# 46.18 " 52.81 " 11.85 # 5.860# 2.836& 13
14 7.617# 1.623& 1.758& 0.985& 1.437& 3.640& 4.528# 44.40 " 36.94 " 11.58 # 4.994# 2.863& 14
15 7.197# 1.619& 1.604& 1.026& 3.836& 4.206& 4.836# 131.3 " 26.16 9.642# 4.329& 2.802& 15
16 6.517# 1.522& 1.601& 1.100& 6.881& 5.281# 5.282# 133.1 " 19.60 # 7.969# 3.975& 2.779& 16
17 5.087# 1.448& 1.625& 1.071& 4.102& 4.675# 4.449# 84.74 " 20.09 # 6.476# 3.680& 2.753& 17
18 4.029& 1.560& 1.577& 1.043& 2.547& 3.671& 3.802& 54.26 " 17.72 # 5.384# 3.488& 2.862& 18
19 3.378& 3.553& 1.595& 1.106& 2.159& 6.879& 3.353& 76.73 " 15.78 # 4.916# 3.296& 2.727& 19
20 2.781& 2.131& 1.456& 1.064& 1.934& 8.434# 11.75 & 81.46 " 14.40 # 3.995& 3.425& 2.509& 20
21 2.204& 2.024& 1.623& 1.121& 1.724& 5.884# 18.23 # 67.90 " 16.96 # 3.355& 3.451& 2.558& 21
22 2.132& 1.943& 1.841& 1.159& 1.595& 5.261# 10.90 # 106.7 " 17.88 # 3.048& 3.294& 2.435& 22
23 1.938& 1.862& 2.304& 1.132& 15.46 & 4.703# 9.730# 104.1 " 14.01 # 2.756& 3.243& 2.275& 23
24 13.78 & 1.925& 2.707& 1.123& 13.45 # 3.879& 44.56 # 83.53 " 12.50 # 2.628& 3.173& 2.180& 24
25 40.26 " 1.757& 2.188& 7.198& 7.576# 3.281& 60.83 " 64.86 " 11.02 # 2.112& 3.059& 2.079& 25
26 13.32 # 1.861& 2.078& 9.805& 6.548# 6.679& 47.76 " 47.57 " 9.936# 1.937& 3.055& 2.027& 26
27 6.813# 1.799& 1.880& 4.951& 5.092# 23.67 # 46.57 " 35.79 " 9.202# 1.779& 3.189& 1.919& 27
28 5.458# 1.773& 1.795& 2.475& 3.963& 25.51 # 43.56 " 28.43 8.938# 4.498& 3.503& 1.812& 28
29 4.172& 1.428& 1.953& 3.470& 19.25 # 36.73 " 23.15 8.112# 2.243& 9.330# 1.797& 29
30 3.108& 0.992& 2.225& 3.467& 15.33 # 27.20 " 19.19 # 8.443# 1.737& 7.336# 1.730& 30
31 2.568& 1.139& 2.912& 26.66 # 51.14 # 1.664& 1.770& 31
Mean 7.176& 2.892& 1.841& 1.995& 3.918& 11.75 & 16.71 & 55.30 # 25.33 # 6.417& 3.783& 2.731&
Median 6.320& 1.861& 1.874& 1.113& 2.947& 7.208& 9.474& 47.57 # 17.45 # 5.384& 3.353& 2.727&
Maximum 40.26 & 17.68 & 2.707& 9.805& 15.46 & 32.51 & 60.83 & 133.1 # 70.61 # 15.18 & 9.330& 4.705&
Minimum 1.938& 1.199& 0.992& 0.973& 1.179& 3.281& 3.353& 14.24 # 8.112# 1.664& 1.370& 1.730&
Total 222.5 & 80.99 & 57.06 & 59.84 & 121.5 & 352.4 & 518.0 &1714 # 759.8 # 198.9 & 113.5 & 84.67 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.73 & " ... Relative Uncertainty +/-10%
Ann. Median 4.029& # ... Relative Uncertainty +/-15%
Annual Total 4283 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 133.1 & 0.973&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.676& 1.463& 2.599& 1.138& 37.30 # 14.27 # 91.31 " 234.1 " 78.33 " 44.64 " 15.10 # 5.552# 1
2 1.902& 1.330& 4.528& 1.163& 29.59 10.39 # 129.7 " 159.9 " 61.55 " 40.51 " 13.28 # 5.025$ 2
3 8.277& 1.138& 2.546& 1.080& 23.10 # 8.081# 131.4 " 112.0 " 52.17 " 37.23 " 11.75 # 4.814$ 3
4 2.453& 1.153& 2.069& 0.989& 16.59 # 6.763# 99.93 " 85.32 " 47.36 " 34.46 10.57 # 4.303& 4
5 1.887& 1.053& 1.773& 0.847& 15.07 # 5.856# 67.07 " 68.71 " 44.43 " 31.82 9.559# 6.113& 5
6 1.648& 1.118& 1.540& 1.104& 12.21 # 5.278# 48.04 " 112.3 " 40.38 " 29.78 8.874# 9.280$ 6
7 1.600& 1.137& 1.376& 1.020& 10.08 # 5.943# 36.87 " 117.5 " 63.22 " 27.60 " 8.407# 6.898# 7
8 1.465& 1.343& 1.318& 1.475& 8.651# 9.986# 37.96 " 105.8 " 133.5 " 78.90 " 8.032# 6.398# 8
9 1.538& 1.276& 1.433& 1.216& 7.512# 6.550# 41.45 " 82.63 " 102.5 " 90.33 " 7.718# 5.816# 9
10 1.767& 1.442& 1.535& 1.190& 6.655# 5.830# 33.26 181.4 $ 72.73 " 74.28 " 7.250# 4.998# 10
11 2.010& 1.352& 1.644& 1.123& 6.210# 5.939# 28.54 245.4 " 64.53 " 57.75 " 6.809# 4.172& 11
12 1.661& 1.420& 1.586& 1.151& 6.349# 5.578# 21.75 # 167.5 " 175.8 " 46.90 " 6.370# 3.840& 12
13 1.488& 1.395& 1.558& 1.134& 6.921# 6.305# 16.76 # 113.5 " 198.0 " 38.58 " 5.865# 3.395& 13
14 1.355& 1.266& 1.470& 1.108& 6.175# 19.13 # 13.53 # 109.2 " 157.9 " 33.51 5.456# 2.948& 14
15 1.431& 1.501& 1.452& 27.12 & 5.929# 12.24 # 14.33 # 91.21 " 130.4 " 28.66 4.965# 2.847& 15
16 1.525& 1.642& 1.392& 53.16 " 5.916# 8.767# 17.67 # 75.02 " 106.8 " 25.14 4.669# 3.441& 16
17 1.537& 2.072& 1.137& 26.33 # 5.922# 7.918# 9.660# 63.14 " 88.69 " 23.69 4.982# 3.706& 17
18 1.591& 1.879& 1.285& 10.70 # 5.770# 6.761# 7.761# 55.17 " 81.90 " 21.63 5.315# 5.908# 18
19 1.728& 1.593& 1.408& 6.878# 5.619# 6.002# 20.44 # 51.61 " 77.51 " 20.99 5.524# 4.232& 19
20 1.632& 1.562& 1.315& 5.411# 9.087# 5.503# 38.16 " 51.15 " 69.72 " 21.65 # 5.516# 3.610& 20
21 1.543& 1.427& 1.264& 4.428# 8.359# 5.238# 49.80 " 46.99 " 59.65 " 23.92 5.603# 3.090& 21
22 1.392& 1.420& 1.193& 3.744& 6.816# 14.93 # 59.32 " 59.31 " 57.23 " 21.69 5.207# 2.618& 22
23 1.437& 1.313& 1.139& 3.314& 6.625# 73.78 " 66.88 " 71.17 " 51.35 " 19.31 # 4.713# 2.229& 23
24 1.450& 1.241& 1.145& 11.23 & 6.413# 58.34 " 119.5 " 58.65 " 71.34 " 17.17 # 4.197& 1.873& 24
25 1.248& 1.239& 1.046& 24.17 # 6.079# 54.19 " 187.0 " 50.41 " 88.58 " 15.24 # 3.958& 1.525& 25
26 1.221& 12.76 & 1.130& 17.13 # 17.07 # 36.70 " 187.3 " 59.73 " 85.05 " 15.91 # 3.638& 1.222& 26
27 1.227& 3.833& 1.361& 13.35 # 30.29 # 33.69 " 138.0 " 59.34 " 75.21 " 27.41 # 3.294& 1.123& 27
28 1.231& 3.043& 1.273& 9.078# 69.52 " 71.82 " 151.0 " 53.79 " 65.89 " 34.34 " 3.043& 1.004& 28
29 1.339& 1.262& 17.79 # 41.69 " 55.39 " 124.9 " 82.65 " 59.62 " 27.17 2.976& 0.916& 29
30 1.417& 1.213& 21.86 # 32.01 56.51 " 240.0 " 129.4 " 50.71 " 21.58 # 4.059& 0.924& 30
31 1.539& 1.180& 21.34 # 295.4 " 107.9 " 17.67 # 0.868& 31
Mean 1.781& 1.943& 1.554& 9.048& 15.38 # 20.79 # 81.44 # 98.77 $ 83.74 " 33.85 # 6.557& 3.700&
Median 1.538& 1.408& 1.376& 3.529& 8.359# 8.424# 49.80 # 82.65 $ 72.03 " 27.60 # 5.520& 3.610&
Maximum 8.277& 12.76 & 4.528& 53.16 & 69.52 # 73.78 # 295.4 # 245.4 $ 198.0 " 90.33 # 15.10 & 9.280&
Minimum 1.221& 1.053& 1.046& 0.847& 5.619# 5.238# 7.761# 46.99 $ 40.38 " 15.24 # 2.976& 0.868&
Total 55.21 & 54.41 & 48.17 & 271.4 & 476.9 # 623.7 #2525 #3062 $2512 "1049 # 196.7 & 114.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 30.11 & " ... Relative Uncertainty +/-10%
Ann. Median 6.898& # ... Relative Uncertainty +/-15%
Annual Total 10989 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 295.4 & 0.847&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.822& 0.665& 0.561& 28.84 # 6.308# 121.6 " 85.59 " 295.0 # 30.61 41.51 " 15.35 # 9.827# 1
2 0.857& 0.670& 0.588& 12.59 # 5.326# 103.1 " 63.19 " 371.1 # 29.55 42.24 " 13.83 # 9.478# 2
3 0.737& 0.632& 0.552& 8.050# 5.192# 64.78 " 53.56 " 288.7 # 27.88 34.78 15.35 # 9.365# 3
4 0.653& 0.629& 0.538& 5.743# 4.900# 42.58 " 48.39 " 189.1 " 25.90 34.07 " 50.04 " 8.660# 4
5 0.560& 0.626& 0.566& 80.54 # 4.710# 30.99 70.60 " 145.6 " 26.59 30.44 47.85 " 8.512# 5
6 0.549& 0.675& 0.584& 51.63 " 4.371# 24.58 89.39 " 119.0 " 24.64 27.60 63.07 " 8.389# 6
7 0.531& 31.42 & 0.562& 30.02 4.497# 20.47 # 73.01 " 101.6 " 24.33 25.23 50.16 " 8.014# 7
8 0.594& 27.78 # 0.568& 21.86 # 4.007& 17.92 # 54.26 " 89.49 " 22.74 23.11 37.96 " 7.265# 8
9 0.662& 10.03 # 0.597& 14.63 # 4.370& 67.05 # 45.87 " 79.73 " 21.80 22.95 28.29 6.804# 9
10 0.730& 3.913& 0.565& 11.09 # 5.177# 78.44 " 50.83 " 72.01 " 22.04 21.63 # 22.70 12.23 # 10
11 0.696& 1.908& 0.570& 8.621# 7.615# 72.80 " 54.15 " 65.47 " 25.52 19.40 # 18.91 # 11.30 # 11
12 0.587& 1.103& 0.573& 6.501# 6.568# 53.92 " 54.73 " 59.46 " 30.56 18.94 # 15.72 # 9.203# 12
13 0.536& 0.877& 0.597& 5.222# 17.53 # 44.69 " 49.05 " 55.40 " 51.17 " 17.73 # 13.94 # 7.774# 13
14 0.560& 0.788& 0.632& 4.368& 15.02 # 33.36 " 42.02 " 52.57 " 38.44 " 16.14 # 12.75 # 6.566# 14
15 0.500& 0.876& 0.662& 3.737& 22.60 # 81.75 " 131.8 " 52.41 " 31.11 15.16 # 11.45 # 5.861# 15
16 0.525& 0.923& 0.644& 3.390& 32.92 " 130.4 " 250.5 " 48.96 " 26.78 14.34 # 11.08 # 5.292# 16
17 0.533& 0.855& 0.650& 46.44 & 20.86 # 140.7 " 241.0 " 45.73 " 39.97 " 13.14 # 11.16 # 4.402# 17
18 0.594& 0.804& 0.600& 40.80 " 15.84 # 113.0 " 284.9 # 42.57 " 50.07 " 13.00 # 10.36 # 3.717& 18
19 0.634& 0.755& 0.600& 37.57 " 11.10 # 80.39 " 343.3 # 41.71 " 47.44 " 12.88 # 9.628# 3.364& 19
20 0.549& 0.736& 0.564& 27.78 8.232# 57.15 " 209.6 " 40.66 " 37.78 " 12.27 # 9.463# 5.388& 20
21 0.545& 0.761& 0.536& 19.25 # 6.500# 42.65 " 139.1 " 38.98 " 48.85 " 11.19 # 13.19 # 7.433# 21
22 0.650& 0.668& 0.587& 12.69 # 34.74 # 33.57 105.7 " 36.98 43.03 " 10.61 # 13.87 # 4.693# 22
23 0.733& 0.676& 0.581& 12.85 # 33.72 " 28.06 145.0 " 35.95 36.34 " 11.00 # 43.84 # 4.619# 23
24 0.757& 0.647& 0.582& 11.31 # 46.46 " 27.30 " 285.0 " 35.43 28.90 21.30 # 24.11 4.342# 24
25 0.723& 0.630& 0.561& 8.691# 68.17 " 36.96 " 220.0 " 34.57 127.1 " 84.72 " 20.93 # 3.800& 25
26 0.728& 0.576& 0.558& 7.738# 48.66 " 28.94 174.4 " 33.22 138.7 " 55.98 # 16.98 # 3.408& 26
27 0.690& 0.566& 0.546& 6.823# 35.50 " 97.87 " 169.4 " 33.95 88.89 " 45.19 # 17.25 # 3.215& 27
28 0.720& 0.577& 0.499& 6.441# 44.80 " 163.4 " 201.2 " 33.49 60.04 " 35.16 # 13.48 # 2.808& 28
29 0.638& 0.556& 0.530& 5.653# 52.06 " 175.8 " 251.5 # 31.84 47.28 " 28.10 # 11.47 # 2.431& 29
30 0.675& 0.543& 6.191# 38.41 " 121.1 " 454.7 & 31.96 45.48 " 23.23 # 10.25 # 2.163& 30
31 0.665& 24.41 & 63.83 " 394.1 # 29.62 18.83 # 1.953& 31
Mean 0.643& 3.184& 1.345& 18.24 & 21.93 & 71.18 # 156.0 & 84.91 # 43.32 " 25.87 # 21.81 # 6.202&
Median 0.650& 0.736& 0.570& 11.20 & 15.02 & 60.96 # 131.8 & 48.96 # 33.73 " 21.63 # 15.35 # 5.861&
Maximum 0.857& 31.42 & 24.41 & 80.54 & 68.17 & 175.8 # 454.7 & 371.1 # 138.7 " 84.72 # 63.07 # 12.23 &
Minimum 0.500& 0.556& 0.499& 3.390& 4.007& 17.92 # 42.02 & 29.62 # 21.80 " 10.61 # 9.463# 1.953&
Total 19.93 & 92.32 & 41.70 & 547.1 & 680.0 &2135 #4836 &2632 #1300 " 801.9 # 654.4 # 192.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.07 & " ... Relative Uncertainty +/-10%
Ann. Median 16.56 & # ... Relative Uncertainty +/-15%
Annual Total 13932 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 454.7 & 0.499&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.750& 2.121& 1.286& 1.662& 2.916& 7.758# 126.0 " 50.92 " 63.23 " 54.11 " 12.27 # 6.402# 1
2 1.511& 2.054& 1.316& 1.845& 2.696& 12.39 # 80.40 " 45.04 " 71.43 " 46.87 " 10.88 # 6.003# 2
3 1.363& 1.930& 1.295& 5.952& 2.451& 9.999# 53.50 " 39.09 " 62.71 " 45.22 " 10.11 # 5.638# 3
4 1.237& 1.759& 1.168& 4.047& 2.369& 9.098# 37.84 " 34.37 59.30 " 40.62 " 9.156# 6.055# 4
5 1.148& 1.559& 1.085& 2.631& 2.502& 7.892# 29.89 32.02 80.49 " 37.02 8.276# 5.778# 5
6 1.169& 1.476& 1.030& 1.868& 2.554& 7.090# 39.83 " 47.39 " 77.74 " 33.76 8.573# 5.367# 6
7 1.175& 1.629& 0.932& 1.507& 2.608& 6.303# 38.28 " 41.74 " 74.82 " 31.44 8.063# 4.918# 7
8 1.203& 1.650& 0.948& 1.500& 2.598& 5.786# 30.72 44.67 " 70.52 " 31.23 8.194# 4.628# 8
9 1.185& 1.548& 0.854& 1.544& 2.581& 5.361# 61.02 " 47.62 " 67.10 " 31.65 7.976# 4.331# 9
10 1.145& 1.510& 0.907& 1.678& 2.915& 5.134# 124.2 " 48.34 " 82.65 " 30.54 8.003# 4.030# 10
11 1.142& 1.440& 0.910& 1.626& 2.925& 37.10 # 113.3 " 46.99 " 164.6 " 29.35 7.924# 4.857# 11
12 1.039& 1.257& 0.952& 1.530& 2.670& 43.73 " 82.25 " 97.42 " 242.3 " 26.75 8.273# 4.180& 12
13 1.050& 1.194& 0.984& 1.621& 2.443& 30.41 56.75 " 103.1 " 191.7 " 26.52 8.210# 3.574& 13
14 1.000& 1.341& 0.907& 1.975& 2.353& 16.99 # 40.81 " 207.8 " 139.3 " 25.23 7.877# 3.633& 14
15 1.094& 1.578& 0.910& 2.185& 2.312& 10.45 # 37.24 " 353.4 # 131.9 " 24.52 7.950# 3.457& 15
16 1.898& 1.348& 0.912& 2.202& 2.380& 7.324# 54.92 " 287.5 # 110.1 " 21.85 7.739# 3.222& 16
17 1.153& 1.188& 0.988& 2.220& 2.469& 5.635# 95.08 " 229.7 " 91.13 " 20.09 # 7.800# 2.865& 17
18 1.019& 1.071& 1.026& 2.140& 2.583& 9.987# 87.55 " 223.6 " 93.86 " 20.27 # 40.56 # 2.634& 18
19 1.022& 0.953& 1.107& 2.232& 2.540& 43.24 " 207.7 " 284.9 " 83.03 " 18.89 # 75.27 " 2.381& 19
20 1.033& 0.809& 1.137& 2.254& 2.567& 55.35 " 258.7 " 259.4 " 76.05 " 18.71 # 51.25 " 2.163& 20
21 1.284& 0.721& 1.167& 2.271& 12.07 # 69.37 " 288.8 # 305.1 " 87.36 " 17.60 # 35.59 " 1.996& 21
22 2.213& 0.702& 1.297& 2.164& 26.42 # 58.31 " 185.1 " 230.2 " 88.75 " 17.24 # 23.72 # 1.949& 22
23 2.259& 0.673& 1.947& 2.239& 46.75 " 44.75 " 237.7 " 170.2 " 80.48 " 17.73 # 17.02 # 1.874& 23
24 2.180& 0.749& 2.116& 2.450& 24.38 # 63.51 " 180.9 " 131.0 " 69.48 " 16.93 # 13.32 # 1.750& 24
25 2.027& 2.470& 2.134& 2.646& 15.48 # 91.90 " 129.7 " 107.3 " 60.37 " 15.17 # 11.29 # 1.709& 25
26 2.072& 6.651& 2.098& 3.072& 10.84 # 70.01 " 101.2 " 90.06 " 53.38 " 13.98 # 10.37 # 1.562& 26
27 1.988& 2.552& 1.935& 3.075& 8.011# 76.01 " 87.00 " 79.12 " 49.13 " 13.81 # 10.29 # 1.534& 27
28 2.045& 1.511& 2.015& 3.012& 6.415# 73.96 " 76.95 " 87.23 " 53.83 " 15.99 # 9.055# 1.471& 28
29 2.250& 1.987& 2.924& 5.445# 116.8 " 68.62 " 77.17 " 59.91 " 13.84 # 8.107# 1.530& 29
30 2.197& 1.810& 2.973& 4.776# 162.8 " 62.38 " 64.98 " 60.44 " 13.87 # 7.208# 1.459& 30
31 2.159& 1.780& 4.493# 56.31 " 57.81 " 13.05 # 1.655& 31
Mean 1.516& 1.623& 1.321& 2.368& 6.984& 38.81 # 101.0 # 126.6 # 89.91 " 25.29 # 15.34 # 3.374&
Median 1.237& 1.493& 1.137& 2.211& 2.670& 23.70 # 80.40 # 87.23 # 76.89 " 21.85 # 8.814# 3.222&
Maximum 2.259& 6.651& 2.134& 5.952& 46.75 & 162.8 # 288.8 # 353.4 # 242.3 " 54.11 # 75.27 # 6.402&
Minimum 1.000& 0.673& 0.854& 1.500& 2.312& 5.134# 29.89 # 32.02 # 49.13 " 13.05 # 7.208# 1.459&
Total 47.01 & 45.45 & 40.94 & 71.05 & 216.5 &1164 #3131 #3925 #2697 " 783.9 # 460.3 # 104.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.76 & " ... Relative Uncertainty +/-10%
Ann. Median 7.324& # ... Relative Uncertainty +/-15%
Annual Total 12687 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 353.4 & 0.673&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.638& 1.211& 1.062& 3.241& 1.674& 12.11 # 9.424# 21.92 # 46.15 " 5.042# 2.146& 0.768& 1
2 1.556& 1.346& 1.075& 2.949& 1.657& 10.56 # 9.135# 18.85 # 38.25 " 5.603# 1.961& 0.778& 2
3 1.574& 1.281& 1.141& 2.687& 1.577& 9.476# 8.317# 16.77 # 27.89 9.314# 1.785& 0.838& 3
4 1.442& 1.302& 1.128& 2.815& 1.459& 8.497# 7.668# 15.97 # 22.82 7.361# 1.663& 0.836& 4
5 1.404& 1.335& 1.075& 2.870& 1.384& 8.126# 7.234# 14.49 # 19.39 # 5.192# 1.687& 0.866& 5
6 1.367& 1.307& 1.113& 2.954& 1.343& 7.868# 6.880# 14.01 # 15.76 # 5.303# 1.648& 0.897& 6
7 1.363& 1.434& 1.187& 2.771& 1.283& 7.184# 6.631# 13.67 # 19.76 # 4.268# 1.572& 0.978& 7
8 1.382& 1.311& 1.142& 2.818& 1.244& 6.455# 19.74 # 12.54 # 41.95 " 3.726& 1.501& 0.937& 8
9 1.320& 1.279& 1.102& 2.817& 1.259& 5.903# 166.2 " 11.57 # 53.26 " 3.326& 1.400& 0.830& 9
10 1.369& 1.451& 1.067& 2.560& 1.193& 5.785# 127.4 " 10.71 # 49.94 " 4.831& 2.239& 0.788& 10
11 1.295& 1.526& 1.057& 2.306& 1.221& 5.668# 117.4 " 10.72 # 36.85 " 7.459# 2.762& 0.776& 11
12 1.317& 1.479& 1.040& 2.233& 1.221& 5.254# 199.9 " 65.39 # 30.38 " 5.147# 2.021& 0.779& 12
13 1.216& 1.350& 1.132& 10.01 & 8.242& 5.101# 153.0 " 72.03 " 22.74 4.285& 1.607& 0.752& 13
14 1.152& 1.403& 1.178& 41.97 # 6.926& 20.58 # 98.49 " 54.87 " 19.34 # 3.853& 1.516& 0.741& 14
15 1.126& 1.412& 1.196& 35.50 # 2.722& 48.22 " 66.12 " 37.41 " 16.14 # 3.519& 1.468& 0.737& 15
16 1.079& 1.363& 1.151& 13.28 # 1.862& 33.99 " 49.47 " 27.01 14.27 # 3.003& 1.349& 0.757& 16
17 1.272& 1.247& 1.101& 9.503# 1.711& 26.68 39.01 " 22.15 12.71 # 2.808& 1.297& 0.825& 17
18 1.252& 1.204& 1.195& 6.273# 1.692& 19.54 # 30.07 20.34 # 11.14 # 2.413& 1.109& 0.767& 18
19 1.314& 1.249& 1.302& 4.828# 1.596& 15.57 # 25.90 18.10 # 10.69 # 2.434& 0.984& 0.777& 19
20 1.313& 1.199& 1.254& 4.034& 1.517& 13.25 # 23.33 18.66 # 10.04 # 5.871& 0.966& 1.586& 20
21 1.372& 1.214& 1.255& 3.566& 5.616& 10.58 # 21.78 19.62 # 9.233# 9.453# 1.034& 1.076& 21
22 1.354& 1.123& 46.91 & 3.264& 77.25 # 9.261# 20.03 # 31.93 8.268# 4.695& 0.980& 0.872& 22
23 1.299& 1.188& 91.56 " 2.936& 78.94 " 67.28 # 18.32 # 24.21 7.491# 3.246& 0.913& 0.868& 23
24 1.370& 1.072& 35.30 " 2.650& 44.29 " 38.75 " 17.54 # 22.26 # 7.003# 2.821& 1.009& 0.886& 24
25 1.329& 1.113& 19.53 # 2.387& 25.28 # 32.62 16.86 # 18.09 # 7.285# 2.425& 1.057& 0.855& 25
26 1.306& 1.070& 12.10 # 2.146& 16.28 # 22.50 # 21.02 # 16.21 # 6.764# 2.541& 0.988& 0.945& 26
27 1.242& 1.015& 8.318# 1.974& 63.96 " 16.78 # 24.99 # 14.79 # 6.241# 2.507& 0.900& 0.899& 27
28 1.258& 1.088& 5.976# 1.813& 39.75 " 13.72 # 23.45 13.26 # 5.890# 4.381& 0.837& 0.927& 28
29 1.261& 4.832# 1.759& 27.96 11.63 # 41.94 " 13.55 # 5.555# 3.211& 0.780& 0.893& 29
30 1.239& 4.069& 1.668& 19.22 # 10.18 # 29.91 17.41 # 5.494# 2.721& 0.726& 0.881& 30
31 1.246& 3.528& 14.64 # 27.10 28.48 # 2.517& 0.838& 31
Mean 1.323& 1.270& 8.260& 6.086& 14.71 & 16.97 # 46.27 # 23.13 # 19.62 # 4.364& 1.397& 0.869&
Median 1.314& 1.280& 1.187& 2.844& 1.711& 11.11 # 23.45 # 18.10 # 15.02 # 3.853& 1.374& 0.838&
Maximum 1.638& 1.526& 91.56 & 41.97 & 78.94 & 67.28 # 199.9 # 72.03 # 53.26 # 9.453& 2.762& 1.586&
Minimum 1.079& 1.015& 1.040& 1.668& 1.193& 5.101# 6.631# 10.71 # 5.494# 2.413& 0.726& 0.737&
Total 41.03 & 35.57 & 256.1 & 182.6 & 456.0 & 509.1 #1434 # 717.0 # 588.7 # 135.3 & 41.91 & 26.95 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12.12 & " ... Relative Uncertainty +/-10%
Ann. Median 2.821& # ... Relative Uncertainty +/-15%
Annual Total 4424 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 199.9 & 0.726&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.805& 1.993& 12.26 # 0.641& 1.611& 39.70 " 225.5 & 286.9 " 55.59 " 67.05 " 16.45 # 9.082# 1
2 0.827& 1.217& 6.499& 0.622& 1.204& 106.6 " 186.0 & 266.7 " 112.1 " 60.06 " 14.75 # 8.751# 2
3 0.818& 1.029& 2.188& 0.644& 1.039& 53.74 " 165.5 & 274.5 " 117.6 " 57.75 " 21.74 # 8.068# 3
4 0.849& 0.887& 1.153& 0.619& 0.967& 31.00 " 116.4 & 218.0 " 121.2 " 52.94 " 29.03 9.116# 4
5 5.985& 0.803& 0.920& 0.617& 0.942& 18.63 # 80.72 & 149.5 " 101.0 " 46.11 " 23.85 9.651# 5
6 4.522& 0.821& 0.893& 0.609& 0.910& 12.85 # 59.99 & 110.8 " 79.56 " 40.75 " 27.79 26.46 # 6
7 3.516& 0.786& 0.820& 0.680& 0.910& 9.181# 46.59 & 86.35 " 64.85 " 36.62 31.12 " 36.44 " 7
8 1.375& 0.797& 0.816& 0.671& 0.913& 6.737# 38.32 & 77.80 " 54.64 " 35.31 37.88 " 35.78 " 8
9 0.894& 0.777& 0.750& 0.681& 0.906& 5.248# 32.68 & 73.04 " 47.91 " 35.20 " 28.61 26.34 9
10 0.720& 0.769& 0.783& 0.700& 0.865& 4.603# 29.33 & 63.61 " 43.70 " 32.29 23.88 21.85 # 10
11 0.730& 0.733& 0.769& 0.923& 0.839& 4.459# 41.47 & 54.18 " 40.34 " 28.86 20.47 # 18.02 # 11
12 0.668& 0.801& 0.753& 0.804& 0.832& 4.177# 44.71 & 47.93 " 38.31 " 26.70 17.90 # 33.45 # 12
13 0.641& 0.858& 0.761& 0.765& 0.864& 3.954& 37.07 & 53.28 " 36.17 28.78 15.98 # 116.8 " 13
14 0.625& 0.751& 0.740& 0.762& 0.850& 10.90 & 30.78 & 168.7 " 34.43 28.16 14.71 # 70.00 " 14
15 0.607& 0.736& 0.684& 0.715& 0.949& 27.22 # 53.65 & 164.4 " 36.12 " 26.71 13.33 # 46.27 " 15
16 0.602& 0.729& 0.679& 0.662& 1.009& 30.42 " 54.14 & 186.7 " 81.74 " 24.99 12.10 # 29.81 16
17 0.545& 0.721& 0.706& 0.725& 1.852& 17.53 # 43.96 & 141.8 " 175.2 " 22.89 12.69 # 21.99 # 17
18 0.559& 0.731& 0.724& 0.698& 1.408& 18.44 # 33.05 & 103.7 " 178.5 " 31.67 " 12.53 # 18.63 # 18
19 0.552& 0.713& 0.721& 0.680& 1.068& 20.07 # 27.85 & 80.91 " 178.6 " 29.03 11.36 # 15.80 # 19
20 0.557& 0.751& 0.719& 0.663& 88.74 & 18.35 # 36.78 & 67.12 " 129.5 " 26.53 10.17 # 12.63 # 20
21 0.546& 0.734& 0.699& 0.694& 48.68 " 13.03 # 41.39 & 58.20 " 146.1 " 24.70 9.721# 10.68 # 21
22 0.537& 0.720& 0.700& 0.676& 24.52 # 10.11 # 52.84 & 374.6 & 183.7 " 22.68 9.013# 9.863# 22
23 0.630& 0.688& 0.690& 0.699& 14.54 # 8.329# 55.49 " 368.2 & 142.3 " 22.78 7.654# 8.632# 23
24 0.636& 0.686& 0.688& 0.757& 9.090# 52.15 # 45.25 " 265.4 " 102.8 " 20.33 # 6.669# 7.606# 24
25 0.721& 0.697& 0.670& 0.763& 6.090# 222.5 " 37.51 " 194.5 " 82.10 " 28.22 # 6.304# 6.579# 25
26 0.670& 0.699& 0.658& 0.782& 4.356& 123.3 " 33.04 135.5 " 90.89 " 27.39 " 5.831# 5.949# 26
27 0.661& 0.704& 0.640& 9.299& 3.171& 73.13 " 31.41 " 105.1 " 139.5 " 41.53 " 5.726# 5.726# 27
28 0.616& 17.73 & 0.638& 11.04 & 2.592& 181.8 " 170.5 " 86.21 " 130.3 " 32.97 5.472# 5.217# 28
29 13.94 & 0.645& 7.087# 2.835& 222.8 & 215.8 " 73.15 " 104.0 " 27.05 8.057# 4.498# 29
30 7.832& 0.629& 2.785& 56.20 " 208.7 & 285.7 # 64.76 " 82.07 " 22.87 7.170# 4.645# 30
31 5.193& 0.629& 26.35 " 345.6 # 60.68 " 18.79 # 4.353# 31
Mean 1.883& 1.431& 1.343& 1.615& 9.907& 51.99 & 87.07 & 143.9 & 97.70 " 33.15 # 15.60 # 20.93 #
Median 0.670& 0.751& 0.721& 0.698& 1.204& 18.53 & 45.25 & 105.1 & 95.96 " 28.78 # 13.01 # 10.68 #
Maximum 13.94 & 17.73 & 12.26 & 11.04 & 88.74 & 222.8 & 345.6 & 374.6 & 183.7 " 67.05 # 37.88 # 116.8 #
Minimum 0.537& 0.686& 0.629& 0.609& 0.832& 3.954& 27.85 & 47.93 & 34.43 " 18.79 # 5.472# 4.353#
Total 58.38 & 40.06 & 41.63 & 48.46 & 307.1 &1560 &2699 &4462 &2931 "1028 # 468.0 # 648.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.16 & " ... Relative Uncertainty +/-10%
Ann. Median 12.53 & # ... Relative Uncertainty +/-15%
Annual Total 14292 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 374.6 & 0.537&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.416# 10.25 # 8.608# 7.419# 12.27 # 3.699& 26.11 45.57 " 24.03 # 30.57 3.794& 14.63 # 1
2 4.272# 11.54 # 9.085# 8.531# 7.575# 3.718& 20.76 # 50.50 " 22.85 24.10 " 3.564& 11.54 # 2
3 4.620# 14.52 # 9.155# 8.682# 6.601# 3.668& 17.01 # 89.46 " 42.41 # 27.76 " 4.054& 8.534# 3
4 6.171# 11.47 # 8.585# 6.858# 26.22 # 3.678& 14.08 # 83.73 " 126.0 " 23.53 43.75 # 6.830# 4
5 5.763# 8.754# 8.261# 10.08 # 27.41 # 3.836& 11.06 # 64.29 " 131.0 " 18.89 # 30.94 " 7.345# 5
6 7.675# 8.380# 8.145# 8.359# 25.66 # 5.055& 11.11 # 70.18 " 102.2 " 16.12 # 27.40 8.270# 6
7 7.520# 7.803# 8.963# 8.686# 26.59 # 37.75 # 15.68 # 98.11 " 70.01 " 14.70 # 20.30 # 6.039# 7
8 8.114# 7.694# 8.964# 9.827# 47.96 " 55.84 " 12.16 # 72.98 " 49.02 " 13.12 # 13.82 # 4.900# 8
9 8.285# 5.995# 8.650# 9.807# 30.24 21.89 # 11.13 # 50.22 " 37.28 " 12.36 # 10.11 # 4.211& 9
10 8.960# 5.036& 8.498# 9.377# 21.38 # 24.76 # 16.33 # 35.35 " 29.54 11.31 # 8.047# 3.522& 10
11 9.053# 5.938# 8.282# 9.061# 15.76 # 68.01 " 14.09 # 27.23 30.20 10.12 # 6.899# 3.173& 11
12 8.491# 5.816# 8.043# 9.601# 12.43 # 90.76 " 14.08 # 61.48 " 24.00 9.325# 5.813# 72.20 & 12
13 8.824# 5.764# 9.253# 9.553# 10.34 # 139.1 " 12.25 # 112.1 " 20.36 # 10.55 # 5.201# 50.90 " 13
14 9.058# 8.105# 9.551# 9.033# 9.172# 111.3 " 10.63 # 85.71 " 19.03 # 11.81 # 4.871# 18.09 # 14
15 9.301# 9.117# 9.326# 8.810# 8.499# 98.92 " 9.305# 62.70 " 17.33 # 10.55 # 4.131# 12.82 # 15
16 9.270# 8.631# 8.010# 8.736# 7.973# 69.53 " 17.43 # 49.42 " 15.41 # 10.15 # 3.781& 9.156# 16
17 9.479# 8.421# 7.685# 8.456# 7.527# 49.96 " 17.97 # 45.37 " 19.88 # 9.436# 3.411& 7.102# 17
18 9.680# 9.059# 7.501# 9.855# 6.987# 37.45 " 15.44 # 34.24 " 25.56 " 8.936# 2.957& 5.918# 18
19 9.535# 8.691# 7.433# 8.915# 6.772# 71.44 " 13.05 # 26.38 19.19 # 8.264# 2.809& 5.024# 19
20 14.50 # 9.888# 7.532# 7.686# 6.636# 80.60 " 11.15 # 22.82 24.62 # 7.740# 2.918& 4.515# 20
21 12.68 # 10.54 # 7.282# 7.760# 5.829# 86.72 " 9.983# 36.09 " 31.43 # 7.038# 2.707& 4.110& 21
22 11.05 # 10.58 # 7.220# 7.918# 5.303# 65.53 " 8.953# 43.44 " 43.99 " 9.081# 2.564& 3.784& 22
23 10.95 # 10.72 # 6.075# 7.701# 5.114# 46.36 " 7.963# 28.43 34.40 8.923# 2.204& 3.503& 23
24 10.65 # 10.50 # 6.513# 7.160# 4.712# 35.61 " 7.201# 20.51 # 25.74 7.189# 2.326& 2.705& 24
25 10.18 # 10.33 # 6.783# 7.028# 4.489# 29.61 6.587# 18.32 # 35.67 " 6.273# 3.616& 2.633& 25
26 9.825# 10.15 # 6.639# 6.780# 4.186# 28.35 " 6.166# 16.40 # 37.51 " 5.756# 2.945& 2.144& 26
27 10.03 # 8.692# 7.025# 6.874# 4.073# 58.54 " 5.785# 15.22 # 88.84 " 4.977# 3.391& 2.215& 27
28 9.237# 9.699# 6.718# 17.01 # 3.904& 53.43 " 5.662# 16.20 # 78.06 " 4.682# 10.78 & 1.973& 28
29 9.466# 9.756# 6.608# 32.01 # 3.625& 41.31 " 5.501# 15.26 # 60.67 " 4.278# 41.52 " 1.772& 29
30 10.15 # 7.010# 28.19 # 3.556& 31.99 5.185# 15.35 # 42.06 " 4.095# 16.79 # 1.784& 30
31 10.27 # 7.204# 3.620& 34.16 # 16.21 # 3.926& 1.455& 31
Mean 8.951# 9.029& 7.891# 10.19 # 12.01 & 48.61 & 12.71 # 46.11 # 44.28 # 11.47 & 9.914& 9.445&
Median 9.270# 9.059& 8.010# 8.711# 7.527& 43.84 & 11.15 # 43.44 # 32.92 # 9.436& 4.093& 4.900&
Maximum 14.50 # 14.52 & 9.551# 32.01 # 47.96 & 139.1 & 34.16 # 112.1 # 131.0 # 30.57 & 43.75 & 72.20 &
Minimum 4.272# 5.036& 6.075# 6.780# 3.556& 3.668& 5.185# 15.22 # 15.41 # 3.926& 2.204& 1.455&
Total 277.5 # 261.8 & 244.6 # 305.8 # 372.4 &1458 & 394.0 #1429 #1328 # 355.6 & 297.4 & 292.8 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.17 & " ... Relative Uncertainty +/-10%
Ann. Median 9.473& # ... Relative Uncertainty +/-15%
Annual Total 7018 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 139.1 & 1.455&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.681& 1.208& 0.921& 1.451& 1.415& 19.60 # 4.943# 83.37 " 130.9 " 145.6 " 15.37 # 9.734# 1
2 1.433& 1.153& 0.912& 1.282& 19.23 & 13.17 # 4.599# 70.58 " 100.2 " 108.3 " 14.81 # 7.121# 2
3 1.771& 1.609& 0.961& 1.223& 21.94 # 10.29 # 5.405# 52.90 " 101.9 " 88.25 " 14.42 # 5.738# 3
4 1.603& 1.322& 0.983& 1.106& 7.752# 8.662# 6.914# 41.02 " 126.2 " 74.80 " 13.61 # 4.892# 4
5 1.740& 1.071& 0.987& 1.149& 5.498# 8.050# 5.640# 43.02 " 106.0 " 70.72 " 14.04 # 4.410# 5
6 1.663& 1.022& 0.920& 1.156& 4.610# 7.351# 5.084# 63.64 " 81.99 " 72.26 " 13.46 # 4.286& 6
7 3.087& 1.045& 0.887& 1.174& 8.005& 6.380# 4.625# 70.92 " 69.82 " 66.18 " 12.87 # 3.854& 7
8 2.033& 1.021& 0.875& 1.034& 127.0 " 5.694# 4.232# 331.5 & 63.25 " 58.96 ! 12.06 # 3.977& 8
9 1.943& 0.961& 0.898& 1.016& 104.1 " 25.20 # 37.66 # 339.0 # 54.97 " 54.82 ! 11.88 # 4.057& 9
10 2.001& 0.919& 0.886& 1.009& 86.33 " 33.32 # 109.1 " 224.5 " 52.14 " 52.30 ! 11.10 # 3.651& 10
11 2.093& 0.885& 33.46 & 1.032& 67.56 " 21.00 # 59.99 " 175.9 " 115.4 " 49.85 ! 9.568# 3.635& 11
12 1.527& 0.916& 9.761# 1.093& 37.01 " 16.94 # 45.10 " 130.2 " 181.6 " 47.48 ! 9.183# 3.455& 12
13 1.948& 0.905& 3.299& 1.156& 22.73 # 13.11 # 24.44 # 118.2 " 164.4 " 45.12 ! 8.640# 3.423& 13
14 1.674& 0.992& 24.79 & 1.255& 17.33 # 10.84 # 17.14 # 100.7 " 291.1 # 42.73 ! 7.617# 3.169& 14
15 1.701& 0.972& 37.40 # 1.479& 12.76 # 8.824# 14.81 # 122.9 " 241.2 " 40.41 ! 7.123# 3.102& 15
16 2.079& 0.913& 7.228# 1.790& 10.92 # 7.976# 69.80 # 120.9 " 195.2 " 38.16 ! 6.607# 3.046& 16
17 1.592& 0.952& 3.293& 2.155& 18.82 # 10.04 # 100.9 " 104.5 " 266.7 " 35.82 ! 6.419# 3.005& 17
18 1.986& 0.874& 2.330& 1.958& 11.41 # 8.338# 72.20 " 83.17 " 208.6 " 34.15 6.125# 3.013& 18
19 1.399& 0.861& 1.989& 1.678& 10.46 # 6.997# 44.29 " 67.49 " 158.3 " 38.52 " 5.906# 2.824& 19
20 2.209& 0.841& 1.675& 1.535& 17.69 # 6.171# 27.27 56.88 " 162.4 " 59.96 " 6.024# 2.943& 20
21 1.638& 0.879& 1.626& 1.962& 12.04 # 5.484# 20.08 # 49.31 " 163.3 " 47.65 " 6.013# 2.314& 21
22 1.672& 0.917& 1.411& 7.457& 9.669# 5.047# 16.50 # 43.84 " 224.6 " 40.87 " 5.129# 2.601& 22
23 1.739& 0.935& 1.269& 3.236& 8.340# 6.412# 19.91 # 39.71 " 283.4 " 32.79 4.898# 3.104& 23
24 1.284& 0.963& 1.251& 3.008& 7.082# 16.77 # 150.5 " 36.19 260.8 " 28.81 4.953# 3.012& 24
25 1.629& 0.858& 1.477& 2.656& 6.267# 13.18 # 115.0 " 35.04 " 195.2 " 25.40 5.009# 2.897& 25
26 1.215& 0.849& 28.27 # 2.260& 5.765# 11.12 # 127.6 " 51.95 " 153.6 " 24.09 5.036# 3.428& 26
27 1.805& 0.830& 12.04 # 1.935& 5.970# 9.227# 154.8 " 89.54 " 128.3 " 22.54 4.812# 4.523& 27
28 1.415& 0.887& 5.078# 1.814& 6.638# 7.791# 134.6 " 298.6 # 109.4 " 19.78 # 4.488# 4.637# 28
29 1.499& 3.280& 1.672& 7.242# 6.535# 89.80 " 256.7 " 112.7 " 18.88 # 5.301# 5.003# 29
30 1.386& 2.236& 1.473& 34.29 # 5.612# 61.43 " 204.6 " 163.7 " 17.93 # 8.711# 5.125# 30
31 1.116& 1.856& 23.53 82.02 " 183.6 " 16.08 # 5.461# 31
Mean 1.728& 0.984& 6.266& 1.807& 23.85 & 11.17 # 52.79 # 119.0 & 155.6 # 49.01 ! 8.706# 4.047&
Median 1.674& 0.927& 1.675& 1.476& 11.41 & 8.743# 37.66 # 83.37 & 156.0 # 42.73 ! 7.370# 3.635&
Maximum 3.087& 1.609& 37.40 & 7.457& 127.0 & 33.32 # 154.8 # 339.0 & 291.1 # 145.6 ! 15.37 # 9.734&
Minimum 1.116& 0.830& 0.875& 1.009& 1.415& 5.047# 4.232# 35.04 & 52.14 # 16.08 ! 4.488# 2.314&
Total 53.56 & 27.56 & 194.2 & 54.20 & 739.5 & 335.1 #1636 #3691 &4667 #1519 ! 261.2 # 125.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.45 ! ! ... Not reviewed / Quality not known
Ann. Median 7.228! " ... Relative Uncertainty +/-10%
Annual Total 13304 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 339.0 ! 0.830!
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.292# 6.714# 0.729& 3.086& 1.552& 18.59 # 28.71 78.96 " 163.0 " 66.18 " 12.90 # 9.759# 1
2 5.542# 6.624# 0.697& 1.812& 1.465& 16.04 # 122.7 " 69.76 " 114.3 " 54.21 " 12.52 # 8.589# 2
3 5.568# 6.377# 0.926& 1.358& 1.163& 14.06 # 166.2 " 60.86 " 91.20 " 44.92 " 12.47 # 7.468# 3
4 6.709# 6.205# 0.800& 1.111& 1.105& 12.67 # 123.4 " 55.51 " 73.76 " 39.65 " 11.42 # 6.636# 4
5 6.069# 5.925# 0.567& 0.939& 1.067& 11.42 # 105.7 " 50.88 " 65.62 " 68.08 " 10.60 # 6.252# 5
6 5.829# 5.998# 0.625& 0.858& 1.132& 10.25 # 183.7 " 48.25 " 74.04 " 70.27 " 10.49 # 5.923# 6
7 5.283# 6.089# 0.641& 0.764& 24.29 & 9.481# 220.3 " 49.15 " 85.92 " 61.66 " 10.57 # 5.961# 7
8 4.894# 6.215# 0.606& 0.742& 107.5 " 8.939# 251.1 " 55.57 " 125.7 " 50.88 " 9.859# 5.323# 8
9 5.274# 6.277# 0.638& 0.712& 70.15 " 9.504# 187.2 " 49.47 " 128.7 " 42.37 " 9.431# 4.783# 9
10 4.913# 6.732# 0.651& 0.671& 46.14 " 40.60 # 134.9 " 43.48 " 107.1 " 36.31 " 11.41 # 4.294# 10
11 4.429# 6.585# 0.660& 0.851& 26.80 32.94 " 100.6 " 38.88 " 86.70 " 32.93 9.876# 3.980& 11
12 3.583& 6.804# 0.587& 0.667& 17.22 # 23.53 # 81.55 " 35.07 72.11 " 30.11 8.734# 4.026# 12
13 2.751& 6.011# 0.672& 0.680& 11.75 # 16.83 # 67.23 " 31.92 61.76 " 27.02 8.559# 3.902& 13
14 2.927& 5.727# 1.288& 0.658& 8.801# 13.47 # 114.1 " 29.53 53.06 " 24.30 8.624# 4.090# 14
15 4.297& 3.909& 2.591& 1.176& 7.238# 11.41 # 105.9 " 28.24 47.52 " 23.31 8.939# 4.160# 15
16 2.921& 2.615& 3.166& 1.151& 6.103# 10.13 # 91.22 " 27.51 44.40 " 22.51 8.894# 4.209# 16
17 3.410& 2.071& 3.774& 0.658& 5.304# 50.61 # 73.88 " 27.89 " 39.94 " 19.70 # 7.927# 4.041# 17
18 2.174& 1.616& 4.294# 0.623& 5.055# 162.0 " 61.64 " 85.66 " 35.48 20.57 # 7.460# 3.680& 18
19 2.005& 1.180& 4.442# 0.639& 6.539# 175.2 " 61.74 " 94.00 " 32.59 29.15 " 6.925# 3.401& 19
20 1.574& 1.250& 4.527# 0.685& 8.554# 143.0 " 75.05 " 89.17 " 30.83 28.88 7.208# 3.238& 20
21 1.712& 0.818& 4.374# 0.653& 19.09 # 150.8 " 78.17 " 88.79 " 83.58 " 24.47 8.745# 3.177& 21
22 1.768& 1.051& 4.697# 0.658& 20.42 # 228.9 " 236.9 " 98.33 " 158.9 " 21.23 # 10.44 # 2.959& 22
23 2.228& 0.826& 5.036# 0.649& 206.3 " 174.1 " 230.1 " 79.37 " 112.0 " 19.92 # 10.02 # 2.567& 23
24 2.519& 0.712& 5.222# 0.659& 187.6 " 116.4 " 191.8 " 64.31 " 77.13 " 18.15 # 8.700# 2.248& 24
25 1.770& 0.726& 5.113# 0.688& 123.0 " 81.78 " 143.8 " 52.48 " 60.02 " 16.88 # 8.073# 2.140& 25
26 1.867& 0.718& 5.311# 1.804& 80.95 " 63.24 " 198.0 " 45.18 " 50.10 " 16.22 # 10.01 # 1.982& 26
27 3.326& 0.699& 5.347# 5.224& 66.65 " 49.90 " 209.8 " 40.29 " 89.53 " 15.17 # 18.44 # 1.942& 27
28 2.420& 0.971& 4.608# 10.85 & 53.77 " 41.67 " 183.4 " 37.21 " 102.5 " 14.04 # 13.24 # 1.894& 28
29 2.417& 7.458& 7.343# 35.28 " 37.31 " 138.4 " 115.1 " 97.77 " 13.34 # 12.50 # 1.888& 29
30 3.121& 11.96 # 2.684& 26.74 33.45 109.9 " 320.9 # 80.53 " 13.31 # 11.40 # 1.781& 30
31 4.464& 5.733# 21.89 # 93.02 " 249.7 " 13.33 # 1.781& 31
Mean 3.647& 3.837& 3.153& 1.702& 38.73 & 58.94 # 134.5 " 72.30 # 81.53 " 31.58 # 10.21 # 4.131&
Median 3.326& 4.818& 3.166& 0.753& 19.09 & 33.20 # 122.7 " 52.48 # 78.83 " 24.47 # 9.944# 3.980&
Maximum 6.709& 6.804& 11.96 & 10.85 & 206.3 & 228.9 # 251.1 " 320.9 # 163.0 " 70.27 # 18.44 # 9.759&
Minimum 1.574& 0.699& 0.567& 0.623& 1.067& 8.939# 28.71 " 27.51 # 30.83 " 13.31 # 6.925# 1.781&
Total 113.1 & 107.4 & 97.74 & 51.05 &1201 &1768 #4170 "2241 #2446 " 979.1 # 306.4 # 128.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 37.28 & " ... Relative Uncertainty +/-10%
Ann. Median 10.13 & # ... Relative Uncertainty +/-15%
Annual Total 13609 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 320.9 & 0.567&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.831& 4.580# 1.018& 1.295& 1.435& 4.585# 11.18 # 107.1 " 62.42 " 12.78 # 35.19 " 3.100& 1
2 1.785& 10.15 # 1.008& 1.286& 1.407& 11.35 # 10.59 # 76.42 " 49.34 " 12.42 # 53.42 " 3.139& 2
3 1.764& 35.90 # 0.927& 1.188& 2.739& 13.15 # 10.07 # 53.44 " 42.12 " 11.95 # 41.30 " 2.887& 3
4 1.748& 12.12 # 0.917& 1.072& 2.643& 8.697# 9.566# 41.30 " 41.10 " 11.48 # 27.40 2.843& 4
5 1.620& 8.089# 0.918& 1.005& 1.523& 7.133# 17.29 # 34.88 45.94 " 14.07 # 19.23 # 8.999& 5
6 1.558& 6.401# 0.908& 1.030& 1.748& 7.083# 15.01 # 30.81 47.74 " 10.95 # 15.30 # 11.62 # 6
7 1.453& 5.194# 0.970& 2.406& 1.564& 6.618# 33.21 # 28.57 45.97 " 9.207# 13.51 # 11.38 # 7
8 1.325& 4.367# 0.921& 2.677& 1.424& 5.960# 33.28 " 81.72 " 38.38 " 9.369# 10.97 # 7.950# 8
9 1.306& 3.764& 0.904& 7.085& 1.354& 5.241# 23.93 104.9 " 32.53 8.662# 9.028# 5.855# 9
10 1.211& 3.331& 0.890& 16.71 # 1.460& 4.732# 18.91 # 83.66 " 37.17 " 8.088# 7.942# 4.649# 10
11 1.185& 2.812& 0.942& 9.253# 1.450& 4.387# 14.73 # 62.22 " 42.42 " 7.620# 6.973# 3.821& 11
12 1.145& 2.766& 0.946& 8.227# 1.301& 4.277# 12.46 # 49.73 " 105.1 " 7.194# 6.742# 3.447& 12
13 1.124& 2.820& 0.985& 5.877# 1.260& 4.174# 10.86 # 42.26 " 90.06 " 7.007# 5.997# 3.229& 13
14 1.189& 2.675& 3.106& 4.509# 1.255& 3.832& 9.952# 37.24 " 69.97 " 9.824# 5.768# 3.113& 14
15 1.206& 2.064& 1.380& 3.402& 1.181& 3.604& 9.263# 33.41 52.43 " 12.01 # 6.028# 2.971& 15
16 1.103& 1.702& 1.190& 2.720& 4.346& 3.393& 8.487# 29.45 42.12 " 10.08 # 5.499# 2.960& 16
17 1.100& 1.400& 1.289& 2.379& 103.8 & 3.245& 7.945# 59.37 " 36.14 8.401# 5.222# 2.711& 17
18 1.065& 1.333& 3.927& 2.142& 143.4 " 7.346& 7.767# 101.9 " 32.26 8.556# 5.350# 2.431& 18
19 1.043& 1.306& 1.780& 2.036& 55.00 " 18.42 # 8.321# 99.10 " 29.30 10.48 # 5.458# 2.386& 19
20 1.039& 1.220& 1.900& 1.870& 31.12 " 47.82 " 202.0 # 163.4 " 25.94 9.798# 4.631# 2.344& 20
21 0.990& 1.149& 2.014& 1.691& 18.12 # 199.7 " 229.9 " 176.9 " 24.17 9.094# 4.127& 2.228& 21
22 0.941& 1.080& 1.745& 1.743& 13.13 # 183.2 " 154.0 " 186.8 " 21.97 8.556# 3.854& 2.012& 22
23 1.007& 1.023& 1.509& 1.680& 12.05 # 111.5 " 116.6 " 139.1 " 20.20 # 7.689# 3.691& 2.118& 23
24 1.013& 0.996& 1.368& 1.514& 9.791# 63.14 " 79.36 " 96.33 " 18.02 # 7.632# 3.832& 2.028& 24
25 0.994& 1.157& 1.408& 1.490& 7.966# 38.90 " 60.57 " 73.20 " 17.16 # 6.670# 3.579& 1.925& 25
26 0.978& 1.144& 1.275& 1.564& 6.810# 26.89 46.06 " 59.09 " 16.81 # 6.766# 3.294& 1.793& 26
27 1.043& 1.070& 1.495& 1.477& 6.062# 20.37 # 37.36 " 50.19 " 15.63 # 6.605# 3.309& 1.621& 27
28 1.160& 0.999& 1.145& 1.381& 5.530# 16.31 # 33.92 44.84 " 14.47 # 6.104# 3.161& 1.486& 28
29 14.12 & 1.279& 1.443& 5.306# 13.83 # 36.91 " 48.37 " 13.98 # 5.773# 3.084& 1.355& 29
30 18.18 # 1.294& 1.492& 5.047# 12.19 # 45.83 " 89.13 " 12.59 # 14.45 # 3.063& 1.397& 30
31 5.765# 1.176& 4.769# 118.4 " 72.78 " 71.80 " 1.378& 31
Mean 2.355& 4.379& 1.372& 3.121& 14.71 & 28.71 & 46.25 # 76.05 " 38.12 # 11.33 # 10.86 & 3.586&
Median 1.185& 2.369& 1.190& 1.717& 4.346& 8.022& 18.91 # 62.22 " 36.65 # 9.094# 5.633& 2.843&
Maximum 18.18 & 35.90 & 3.927& 16.71 & 143.4 & 199.7 & 229.9 # 186.8 " 105.1 # 71.80 # 53.42 & 11.62 &
Minimum 0.941& 0.996& 0.890& 1.005& 1.181& 3.245& 7.767# 28.57 " 12.59 # 5.773# 3.063& 1.355&
Total 72.99 & 122.6 & 42.53 & 93.64 & 456.0 & 861.2 &1434 #2358 "1143 # 351.1 # 325.9 & 111.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.20 & " ... Relative Uncertainty +/-10%
Ann. Median 5.877& # ... Relative Uncertainty +/-15%
Annual Total 7372 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 229.9 & 0.890&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.297& 5.465# 0.939& 1.442& 10.77 # 28.40 43.34 " 52.43 " 118.0 " 72.33 " 21.16 # 4.844# 1
2 1.266& 4.008& 0.921& 1.237& 7.912# 24.21 35.39 47.02 " 98.77 " 72.70 " 18.82 # 4.975# 2
3 1.174& 3.399& 1.123& 1.115& 7.147# 21.76 30.40 42.29 " 83.56 " 64.38 " 17.64 # 5.105# 3
4 1.178& 3.280& 0.836& 0.949& 6.404# 36.09 " 26.14 56.06 " 74.75 " 58.74 " 16.46 # 5.139# 4
5 1.176& 2.525& 0.873& 0.922& 5.798# 27.34 23.50 57.44 " 67.63 " 54.93 " 15.07 # 5.021# 5
6 1.135& 1.950& 1.704& 0.983& 8.003# 27.61 " 21.75 51.04 " 62.40 " 52.32 " 14.64 # 5.274# 6
7 1.054& 2.467& 1.113& 1.205& 57.24 " 87.85 " 22.38 72.26 " 90.24 " 68.60 " 13.64 # 5.005# 7
8 1.211& 1.642& 0.748& 1.252& 31.91 " 59.54 " 118.1 " 135.8 " 106.6 " 110.6 " 12.59 # 4.606# 8
9 1.116& 1.198& 0.697& 1.618& 21.02 # 43.85 " 223.9 # 148.5 " 92.99 " 138.8 " 12.27 # 4.281# 9
10 1.082& 1.146& 0.658& 2.314& 13.40 # 38.87 " 352.9 # 132.4 " 79.92 " 104.9 " 11.77 # 4.223# 10
11 1.164& 1.075& 0.702& 2.666& 9.704# 35.96 " 240.5 " 110.6 " 69.63 " 78.18 " 13.33 # 4.183# 11
12 1.550& 1.025& 0.844& 3.471& 8.015# 38.38 " 150.2 " 104.4 " 60.33 " 62.76 " 12.83 # 6.423# 12
13 1.569& 1.005& 1.671& 2.712& 7.048# 96.13 " 102.5 " 84.15 " 52.59 " 56.33 " 12.39 # 6.974# 13
14 1.405& 1.560& 1.072& 2.620& 14.24 # 75.17 " 76.66 " 70.58 " 46.87 " 51.38 " 11.77 # 5.688# 14
15 1.220& 1.259& 0.729& 2.930& 17.11 # 55.24 " 62.98 " 64.85 " 46.01 " 61.64 " 12.22 # 4.610# 15
16 1.033& 0.882& 0.745& 2.278& 9.541# 41.91 " 83.91 " 60.54 " 47.42 " 60.04 " 17.25 # 4.054& 16
17 0.955& 0.927& 0.720& 2.013& 8.520# 33.45 165.1 " 127.8 " 44.86 " 50.13 " 17.18 # 3.829& 17
18 1.029& 0.896& 0.683& 12.26 & 8.611# 28.15 169.9 " 182.5 " 49.46 " 43.69 " 12.68 # 3.752& 18
19 3.874& 0.895& 1.336& 55.83 # 8.976# 34.43 " 121.0 " 138.2 " 92.36 " 40.30 " 12.14 # 3.652& 19
20 6.421& 1.080& 1.836& 19.49 # 7.618# 53.01 " 89.97 " 173.3 " 72.54 " 39.17 " 11.50 # 3.902& 20
21 9.378# 1.723& 1.045& 8.058# 106.6 # 42.26 " 156.5 " 148.5 " 57.24 " 34.85 10.49 # 3.374& 21
22 7.806# 1.240& 0.773& 5.027# 118.5 " 36.76 168.8 " 179.4 " 55.26 " 32.43 9.958# 3.346& 22
23 8.111# 0.986& 0.723& 3.691& 87.45 " 36.10 " 127.5 " 144.5 " 57.46 " 31.59 9.030# 3.207& 23
24 6.674# 0.994& 0.733& 3.030& 220.4 " 28.94 95.54 " 107.9 " 51.73 " 29.14 7.909# 3.164& 24
25 5.377# 1.093& 0.710& 15.57 & 177.8 " 54.95 " 75.87 " 86.76 " 121.5 " 27.09 7.212# 3.128& 25
26 3.933& 1.180& 3.419& 44.87 " 114.8 " 54.58 " 63.72 " 82.43 " 103.8 " 25.20 6.409# 3.077& 26
27 3.387& 1.273& 2.739& 27.34 # 74.44 " 41.83 " 56.64 " 300.6 # 110.5 " 23.89 6.075# 3.581& 27
28 3.704& 1.845& 1.411& 16.79 # 80.82 " 59.69 " 52.47 " 323.9 # 117.1 " 23.23 5.899# 3.544& 28
29 2.864& 1.229& 0.917& 13.99 # 59.99 " 71.43 " 47.83 " 220.5 " 94.23 " 23.99 5.909# 3.339& 29
30 5.578& 1.062& 12.56 # 44.47 " 55.95 " 45.65 " 151.4 " 76.98 " 28.20 5.058# 3.114& 30
31 8.055# 1.502& 34.49 61.62 " 134.8 " 22.99 3.007& 31
Mean 3.122& 1.698& 1.129& 9.008& 44.80 # 45.66 " 100.4 # 122.4 # 76.76 " 53.05 " 12.04 # 4.239&
Median 1.405& 1.229& 0.917& 2.821& 14.24 # 40.35 " 76.66 # 110.6 # 73.64 " 51.38 " 12.25 # 4.054&
Maximum 9.378& 5.465& 3.419& 55.83 & 220.4 # 96.13 " 352.9 # 323.9 # 121.5 " 138.8 " 21.16 # 6.974&
Minimum 0.955& 0.882& 0.658& 0.922& 5.798# 21.76 " 21.75 # 42.29 # 44.86 " 22.99 " 5.058# 3.007&
Total 96.77 & 49.25 & 34.98 & 270.2 &1389 #1370 "3113 #3793 #2303 "1645 " 361.3 # 131.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.77 & " ... Relative Uncertainty +/-10%
Ann. Median 14.11 & # ... Relative Uncertainty +/-15%
Annual Total 14556 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 352.9 & 0.658&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.866& 3.904& 8.918# 5.196# 2.521& 8.133# 63.45 # 211.5 " 71.27 " 55.58 " 16.30 # 4.896# 1
2 2.615& 4.589# 16.83 # 4.532# 2.573& 7.859# 88.43 " 167.1 " 70.05 " 49.93 " 14.47 # 4.595# 2
3 2.618& 3.798& 16.61 # 3.972& 2.376& 7.370# 61.90 " 124.5 " 57.93 " 43.45 " 13.18 # 4.298# 3
4 2.598& 2.948& 12.67 # 4.222& 2.291& 7.049# 39.79 " 117.5 " 51.01 " 38.23 " 13.34 # 6.496# 4
5 2.397& 2.660& 9.623# 5.189# 9.046# 6.428# 68.22 " 96.83 " 47.18 " 35.19 11.98 # 7.223# 5
6 2.383& 2.235& 8.812# 4.519# 10.03 # 6.117# 75.13 " 77.55 " 44.35 " 33.29 10.48 # 6.016# 6
7 2.323& 2.108& 8.472# 4.863# 5.327# 6.010# 139.7 " 65.74 " 41.33 " 34.92 9.874# 5.007# 7
8 2.464& 2.237& 7.416# 4.690# 4.116& 5.785# 110.6 " 84.57 " 39.53 " 32.88 8.997# 4.474# 8
9 2.270& 3.250& 7.036# 4.761# 3.919& 5.209# 72.11 " 351.4 # 38.05 31.21 8.557# 4.205# 9
10 2.453& 302.2 # 7.317# 4.691# 3.867& 4.721# 48.43 " 361.2 # 37.18 28.50 8.131# 4.107# 10
11 2.388& 259.7 # 6.314# 4.991# 3.557& 4.560# 40.98 " 249.7 " 40.32 " 28.37 7.972# 3.958# 11
12 2.026& 156.8 " 15.97 # 4.542# 3.318& 4.384# 46.26 " 344.5 # 40.89 " 27.12 7.910# 4.109# 12
13 2.082& 89.85 " 32.45 # 3.935& 3.262& 4.173# 67.13 " 339.3 # 38.01 " 25.16 9.955# 3.864& 13
14 2.056& 57.97 " 18.46 # 4.042& 3.242& 15.80 # 62.93 " 304.4 " 35.43 25.03 8.659# 3.437& 14
15 1.904& 42.82 " 16.63 # 4.035& 10.19 & 10.13 # 53.82 " 264.6 " 34.71 23.45 7.098# 3.349& 15
16 1.825& 30.94 " 13.36 # 3.775& 13.81 # 5.976# 75.97 " 235.7 " 33.30 31.89 " 6.819# 3.416& 16
17 1.901& 24.36 " 9.301# 3.766& 7.362# 5.133# 75.80 " 184.6 " 31.31 53.23 " 6.981# 11.15 & 17
18 2.329& 19.11 # 9.752# 4.148# 4.963# 4.845# 52.01 " 147.3 " 29.99 62.43 " 7.842# 21.22 # 18
19 2.119& 16.17 # 7.805# 3.616& 18.10 # 4.649# 74.05 " 155.7 " 28.82 46.16 " 9.571# 17.25 # 19
20 1.869& 14.36 # 8.219# 3.250& 38.88 " 4.595# 147.4 " 135.2 " 33.20 " 31.91 8.165# 11.84 # 20
21 1.817& 16.90 # 8.619# 3.255& 69.31 " 8.378# 142.9 " 112.0 " 58.64 " 26.47 7.891# 9.235# 21
22 1.982& 13.36 # 10.27 # 3.544& 55.98 " 131.1 " 175.4 " 96.73 " 79.51 " 28.13 6.968# 7.402# 22
23 2.016& 13.05 # 9.394# 3.026& 43.02 " 68.93 " 143.3 " 84.29 " 75.04 " 22.85 6.653# 6.266# 23
24 1.895& 13.19 # 7.946# 2.872& 28.84 46.02 " 123.6 " 75.36 " 92.88 " 20.55 # 6.078# 5.422# 24
25 2.060& 11.15 # 7.097# 3.308& 20.26 # 29.86 100.3 " 69.77 " 209.7 " 19.67 # 5.801# 4.696# 25
26 1.802& 10.27 # 6.432# 3.603& 17.60 # 19.32 # 85.49 " 64.47 " 177.8 " 23.86 # 5.573# 4.516# 26
27 1.685& 9.479# 5.683# 3.409& 16.05 # 14.82 # 77.39 " 59.52 " 112.3 " 29.36 5.627# 4.280# 27
28 1.525& 9.842# 6.761# 3.519& 11.69 # 11.51 # 135.0 " 55.34 " 94.02 " 26.70 5.842# 3.880& 28
29 1.638& 5.794# 3.012& 10.49 # 10.34 # 128.2 " 59.60 " 86.16 " 23.77 5.376# 3.613& 29
30 6.397& 5.227# 2.674& 9.445# 11.89 # 140.1 " 57.05 " 64.81 " 19.85 # 5.152# 3.503& 30
31 4.699& 5.292# 8.558# 143.8 " 57.79 " 17.42 # 3.263& 31
Mean 2.355& 40.69 & 10.34 # 3.965& 14.32 & 16.04 # 92.25 # 155.2 # 63.16 " 32.15 # 8.575# 6.161&
Median 2.082& 13.12 & 8.619# 3.953& 9.046& 7.210# 75.97 # 117.5 # 45.77 " 28.50 # 7.941# 4.516&
Maximum 6.397& 302.2 & 32.45 # 5.196& 69.31 & 131.1 # 175.4 # 361.2 # 209.7 " 62.43 # 16.30 # 21.22 &
Minimum 1.525& 2.108& 5.227# 2.674& 2.291& 4.173# 39.79 # 55.34 # 28.82 " 17.42 # 5.152# 3.263&
Total 73.00 &1139 & 320.5 # 119.0 & 444.0 & 481.1 #2860 #4811 #1895 " 996.6 # 257.2 # 191.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 37.22 & " ... Relative Uncertainty +/-10%
Ann. Median 10.13 & # ... Relative Uncertainty +/-15%
Annual Total 13587 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 361.2 & 1.525&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.318& 9.221# 3.530& 2.467& 3.935& 32.79 " 49.91 " 158.3 " 121.3 " 33.28 14.42 # 5.951# 1
2 3.394& 8.662# 3.391& 2.429& 4.869& 22.34 # 100.8 " 312.8 # 99.22 " 28.93 13.70 # 5.798# 2
3 3.415& 8.257# 3.347& 2.412& 5.592# 15.52 # 222.3 " 309.8 # 86.48 " 29.15 " 13.52 # 5.403# 3
4 3.367& 7.923# 3.170& 2.378& 4.944# 12.49 # 199.4 " 508.4 ^ 86.88 " 37.40 " 13.44 # 5.655# 4
5 3.075& 7.575# 2.940& 2.453& 4.077& 20.14 # 197.7 " 453.1 & 90.08 " 35.52 14.50 # 5.405# 5
6 3.013& 7.468# 2.908& 2.293& 4.198& 35.67 " 162.2 " 299.6 # 82.01 " 30.78 13.28 # 5.357# 6
7 2.983& 7.346# 3.006& 2.202& 5.675# 74.26 " 111.5 " 234.2 " 77.94 " 27.49 12.40 # 5.178# 7
8 2.832& 6.902# 3.049& 2.169& 4.664# 46.85 " 81.16 " 196.7 " 78.86 " 23.99 12.40 # 5.287# 8
9 2.737& 6.437# 2.922& 2.156& 3.517& 38.11 " 64.77 " 360.6 # 71.25 " 27.07 " 11.72 # 5.074# 9
10 3.033& 6.011# 2.729& 2.350& 3.096& 134.5 " 54.32 " 423.3 # 67.76 " 55.94 " 10.84 # 4.856# 10
11 2.996& 5.494# 2.501& 2.441& 2.810& 123.8 " 47.29 " 294.4 # 71.57 " 48.03 " 10.37 # 5.009# 11
12 3.045& 4.990# 2.830& 2.942& 2.594& 80.87 " 42.54 " 222.5 " 65.45 " 35.04 " 9.717# 4.716# 12
13 2.956& 4.811# 2.673& 2.989& 2.432& 55.89 " 50.25 " 175.4 " 60.64 " 29.95 9.086# 4.610# 13
14 2.809& 4.721# 2.879& 3.205& 2.298& 38.13 " 56.76 " 259.9 " 59.72 " 60.10 " 8.875# 4.303# 14
15 66.36 & 4.379# 3.062& 3.033& 2.200& 28.29 105.0 " 261.2 " 53.52 " 57.93 " 8.708# 4.411# 15
16 313.5 # 4.117# 3.086& 2.915& 2.138& 22.66 106.4 " 203.3 " 50.40 " 42.62 " 8.207# 4.315# 16
17 213.7 " 4.039# 2.988& 3.078& 2.118& 19.30 # 97.51 " 166.7 " 48.12 " 33.39 8.059# 4.247# 17
18 126.9 " 4.126# 2.713& 3.345& 2.042& 43.53 # 75.30 " 139.5 " 44.26 " 39.97 " 8.019# 4.246# 18
19 76.34 " 4.116# 2.530& 3.356& 2.007& 41.91 " 71.80 " 121.9 " 42.94 " 45.17 " 7.561# 3.981& 19
20 51.32 " 3.981# 2.550& 3.682& 1.958& 39.53 " 58.33 " 109.2 " 41.43 " 39.14 " 7.345# 3.826& 20
21 38.32 " 3.961& 2.666& 3.784& 1.958& 42.09 " 98.61 " 115.2 " 39.53 " 33.96 " 7.010# 3.670& 21
22 28.44 3.872& 2.738& 8.985& 2.032& 36.92 " 215.7 " 110.1 " 39.01 " 29.55 7.112# 3.325& 22
23 21.87 # 3.659& 2.731& 21.76 # 1.988& 27.89 189.5 " 89.84 " 37.05 27.89 9.237# 3.438& 23
24 19.27 # 3.512& 2.805& 13.39 # 8.364& 21.62 # 132.9 " 78.98 " 34.85 25.45 8.338# 3.379& 24
25 16.84 # 3.421& 2.824& 8.792# 92.62 " 18.02 # 142.3 " 72.74 " 32.71 24.07 7.636# 3.386& 25
26 15.12 # 3.343& 2.890& 6.551# 139.0 " 16.28 # 302.3 " 68.06 " 32.17 21.28 # 7.213# 3.190& 26
27 13.99 # 3.316& 3.055& 5.517# 102.7 " 157.4 " 252.6 " 64.32 " 30.53 21.22 7.077# 3.314& 27
28 13.34 # 3.458& 3.100& 4.672# 50.43 " 197.5 " 185.5 " 117.0 " 27.79 19.48 # 6.562# 3.388& 28
29 12.23 # 2.750& 4.185# 29.98 109.9 " 136.8 " 213.8 " 32.59 " 16.65 # 6.354# 3.189& 29
30 10.75 # 2.386& 3.902& 18.57 # 68.12 " 122.6 " 233.9 " 37.63 15.84 # 6.077# 3.308& 30
31 9.907# 2.344& 25.74 # 111.4 " 161.7 " 15.21 # 2.958& 31
Mean 35.20 & 5.326& 2.874& 4.528& 17.44 & 54.08 # 124.0 " 210.9 ^ 58.12 " 32.63 # 9.626# 4.328&
Median 10.75 & 4.550& 2.879& 3.056& 3.935& 38.12 # 106.4 " 196.7 ^ 51.96 " 29.95 # 8.791# 4.303&
Maximum 313.5 & 9.221& 3.530& 21.76 & 139.0 & 197.5 # 302.3 " 508.4 ^ 121.3 " 60.10 # 14.50 # 5.951&
Minimum 2.737& 3.316& 2.344& 2.156& 1.958& 12.49 # 42.54 " 64.32 ^ 27.79 " 15.21 # 6.077# 2.958&
Total 1091 & 149.1 & 89.09 & 135.8 & 540.6 &1622 #3845 "6537 ^1744 "1011 # 288.8 # 134.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 47.09 ^ " ... Relative Uncertainty +/-10%
Ann. Median 12.40 ^ # ... Relative Uncertainty +/-15%
Annual Total 17188 ^ & ... Relative Uncertainty +/-30%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 508.4 ^ 1.958^
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.107& 1.610& 1.530& 1.219& 2.700& 1.776& 87.35 " 24.06 197.4 " 15.91 # 46.99 " 3.516& 1
2 3.151& 1.652& 1.577& 1.270& 2.256& 1.596& 64.09 " 22.70 180.7 " 14.01 # 38.54 " 3.276& 2
3 3.240& 1.755& 1.516& 1.186& 1.950& 1.481& 50.11 " 22.19 188.2 " 14.38 # 28.74 3.147& 3
4 3.114& 1.695& 1.327& 1.266& 1.973& 1.434& 122.6 " 24.85 156.8 " 26.62 # 18.86 # 3.037& 4
5 2.948& 1.712& 1.434& 1.226& 2.087& 1.437& 335.3 # 104.3 " 118.5 " 51.52 " 13.86 # 3.090& 5
6 2.794& 1.649& 1.478& 1.267& 5.355& 1.478& 259.6 " 166.1 " 92.95 " 32.27 11.51 # 2.884& 6
7 2.558& 1.576& 1.729& 1.261& 7.093# 55.30 & 178.9 " 125.6 " 76.68 " 22.62 9.975# 2.824& 7
8 2.517& 1.417& 1.672& 1.166& 4.179& 55.36 " 118.8 " 80.26 " 65.64 " 17.20 # 8.846# 2.745& 8
9 2.588& 1.415& 2.368& 1.160& 3.173& 96.49 " 87.48 " 58.17 " 58.61 " 14.49 # 7.980# 2.631& 9
10 2.415& 1.441& 2.254& 1.150& 2.570& 85.25 " 69.94 " 45.90 " 49.72 " 13.51 # 7.634# 2.700& 10
11 2.604& 1.263& 1.780& 1.189& 2.324& 92.06 " 58.02 " 39.23 " 44.37 " 12.30 # 7.210# 2.451& 11
12 2.437& 1.327& 2.159& 1.153& 2.234& 72.99 " 49.31 " 34.70 41.11 " 13.11 # 6.467# 2.199& 12
13 2.650& 1.333& 2.052& 1.152& 2.219& 47.06 " 42.88 " 54.77 " 37.00 " 12.98 # 5.869# 1.944& 13
14 2.722& 1.491& 1.962& 1.226& 2.277& 38.26 " 37.86 " 71.91 " 35.71 12.77 # 5.508# 2.262& 14
15 2.880& 1.563& 1.674& 3.945& 2.159& 32.07 34.74 70.37 " 33.54 11.52 # 5.385# 2.086& 15
16 2.690& 1.702& 1.633& 2.218& 2.779& 24.29 32.13 78.55 " 32.01 10.42 # 5.146# 1.888& 16
17 2.477& 1.555& 1.523& 1.533& 2.411& 17.24 # 30.73 202.2 " 29.71 10.68 # 4.902# 2.019& 17
18 2.279& 1.404& 1.433& 1.410& 2.576& 12.60 # 30.45 133.5 " 32.25 " 12.02 # 5.022# 2.070& 18
19 2.054& 1.426& 1.425& 11.76 & 2.532& 10.33 # 94.77 " 89.67 " 47.74 " 13.80 # 4.881# 2.161& 19
20 1.937& 1.362& 1.448& 17.99 # 4.772& 8.929# 170.7 " 65.47 " 36.27 " 14.54 # 5.042# 2.326& 20
21 1.907& 1.456& 1.545& 8.510# 5.528# 8.140# 112.5 " 53.98 " 31.38 11.36 # 4.899# 2.369& 21
22 2.302& 1.421& 1.510& 6.386# 3.875& 52.23 # 95.16 " 61.57 " 27.29 9.529# 4.680# 2.191& 22
23 2.372& 1.489& 1.437& 5.141# 3.365& 330.9 & 69.37 " 168.9 " 25.00 9.063# 4.612# 2.115& 23
24 2.799& 1.443& 1.452& 3.937& 3.136& 171.9 " 55.98 " 126.3 " 23.09 8.650# 4.546# 2.082& 24
25 2.778& 1.433& 1.353& 3.355& 2.744& 92.16 " 47.48 " 88.07 " 22.25 7.789# 4.318# 1.975& 25
26 2.996& 1.524& 1.357& 2.876& 2.473& 66.25 " 41.59 " 65.57 " 21.33 7.522# 4.481# 1.935& 26
27 2.544& 1.492& 1.265& 2.696& 2.312& 134.7 " 41.03 " 53.54 " 19.16 # 7.305# 4.333# 1.956& 27
28 2.026& 1.564& 1.250& 2.425& 2.155& 127.8 " 36.24 " 47.17 " 19.03 # 7.324# 4.027& 1.812& 28
29 1.931& 1.177& 2.393& 2.034& 93.14 " 32.17 57.83 " 18.15 # 6.880# 3.533& 1.896& 29
30 1.907& 1.229& 2.341& 1.979& 76.38 " 29.27 154.6 " 17.34 # 8.774# 3.388& 1.672& 30
31 1.750& 1.229& 1.935& 26.42 224.9 " 39.19 # 1.492& 31
Mean 2.531& 1.506& 1.573& 3.194& 2.940& 60.37 & 82.03 # 84.42 " 59.30 # 15.16 # 9.706& 2.347&
Median 2.558& 1.490& 1.510& 1.472& 2.473& 49.65 & 55.98 # 65.57 " 35.99 # 12.77 # 5.266& 2.191&
Maximum 3.240& 1.755& 2.368& 17.99 & 7.093& 330.9 & 335.3 # 224.9 " 197.4 # 51.52 # 46.99 & 3.516&
Minimum 1.750& 1.263& 1.177& 1.150& 1.935& 1.434& 26.42 # 22.19 " 17.34 # 6.880# 3.388& 1.492&
Total 78.47 & 42.17 & 48.78 & 95.81 & 91.15 &1811 &2543 #2617 "1779 # 470.1 # 291.2 & 72.75 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27.23 & " ... Relative Uncertainty +/-10%
Ann. Median 4.318& # ... Relative Uncertainty +/-15%
Annual Total 9940 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 335.3 & 1.150&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.631& 1.055& 2.577& 1.389& 1.694& 45.84 " 100.7 " 25.69 48.00 " 21.47 # 35.19 # 10.46 # 1
2 1.679& 1.021& 1.882& 1.398& 1.623& 27.95 67.63 " 26.93 " 43.78 " 20.43 # 39.05 " 8.929# 2
3 1.688& 0.987& 1.509& 1.360& 1.710& 18.57 # 50.00 " 35.87 " 31.69 19.81 # 27.85 8.039# 3
4 1.572& 0.844& 1.229& 1.327& 2.003& 13.21 # 38.83 " 35.96 " 24.37 17.65 # 17.01 # 7.427# 4
5 1.552& 0.828& 1.073& 1.290& 7.679& 10.22 # 32.23 28.87 21.23 # 15.65 # 11.02 # 6.708# 5
6 1.382& 0.806& 1.020& 1.263& 20.54 # 8.642# 33.97 " 23.16 48.41 # 14.13 # 8.947# 6.163# 6
7 1.383& 0.784& 1.045& 1.247& 14.60 # 9.231# 35.97 " 19.90 # 185.5 " 18.45 # 7.625# 5.736# 7
8 1.529& 0.795& 1.036& 1.059& 11.12 # 8.468# 36.92 " 17.89 # 145.3 " 44.97 " 6.997# 5.247# 8
9 1.456& 0.827& 0.979& 0.987& 7.597# 7.267# 31.44 53.36 # 88.93 " 35.81 38.55 # 5.449# 9
10 1.479& 0.774& 0.976& 0.912& 5.122# 6.634# 25.74 136.9 " 75.08 " 27.27 72.76 " 4.787# 10
11 1.323& 0.810& 0.966& 0.869& 4.285# 16.73 # 20.98 # 127.6 " 53.42 " 20.17 # 62.24 " 4.634# 11
12 1.314& 0.815& 0.964& 0.970& 3.793& 27.91 18.41 # 96.67 " 41.69 " 15.47 # 39.18 " 4.202# 12
13 1.190& 0.860& 0.950& 0.859& 3.449& 23.53 # 27.93 # 69.41 " 34.16 13.60 # 43.98 " 4.389# 13
14 1.143& 0.839& 1.056& 0.816& 3.152& 28.01 135.0 " 54.18 " 29.77 12.30 # 46.63 " 4.524# 14
15 1.137& 0.950& 2.919& 0.919& 2.931& 20.70 # 106.5 " 51.52 " 26.71 11.30 # 61.23 " 4.044# 15
16 1.146& 0.891& 5.308& 1.044& 2.795& 13.83 # 79.84 " 127.3 " 23.71 10.80 # 50.67 " 4.013& 16
17 1.079& 0.800& 5.118& 1.047& 2.586& 17.19 # 134.9 " 152.7 " 21.05 # 10.01 # 35.14 " 3.621& 17
18 1.119& 0.761& 14.91 # 1.107& 2.506& 45.46 " 118.2 " 124.1 " 18.67 # 9.813# 25.17 3.646& 18
19 1.076& 0.857& 6.539# 4.078& 2.332& 30.53 88.19 " 93.06 " 24.92 # 9.002# 19.12 # 3.272& 19
20 0.954& 0.786& 4.499# 4.950& 2.343& 22.05 # 63.77 " 70.71 " 40.74 " 8.069# 15.85 # 3.151& 20
21 0.886& 0.775& 3.520& 3.246& 2.390& 18.72 # 50.39 " 56.16 " 39.72 " 7.571# 13.43 # 3.194& 21
22 0.988& 0.798& 2.670& 2.753& 2.367& 17.60 # 42.42 " 47.59 " 32.48 6.758# 11.89 # 2.920& 22
23 1.046& 0.825& 2.113& 2.724& 2.337& 40.11 " 42.25 " 41.45 " 25.96 6.531# 10.48 # 2.820& 23
24 1.081& 2.229& 1.720& 2.325& 4.546& 34.01 " 35.04 36.85 " 21.65 # 6.070# 9.355# 2.492& 24
25 1.003& 1.492& 1.628& 2.357& 32.80 # 29.23 30.74 32.66 18.64 # 5.989# 8.883# 2.445& 25
26 1.014& 1.223& 1.286& 2.276& 33.18 " 23.27 39.15 " 28.64 21.93 # 6.677# 8.071# 2.260& 26
27 0.943& 1.420& 1.160& 2.460& 15.36 # 73.29 " 44.08 " 25.79 23.31 6.450# 7.832# 1.999& 27
28 0.888& 3.017& 1.451& 2.459& 30.81 # 147.3 " 58.26 " 24.94 25.04 6.154# 7.216# 1.923& 28
29 0.876& 1.676& 1.429& 2.183& 134.0 " 217.0 " 45.99 " 23.31 28.29 5.539# 7.251# 1.863& 29
30 0.973& 1.529& 1.898& 114.0 " 146.9 " 37.76 " 20.25 # 23.69 5.299# 12.81 # 1.700& 30
31 0.963& 1.391& 67.35 " 30.79 19.88 # 5.163# 1.954& 31
Mean 1.209& 1.053& 2.466& 1.786& 17.52 & 38.31 # 54.97 # 55.79 # 42.93 # 13.69 # 25.38 # 4.323&
Median 1.137& 0.839& 1.451& 1.344& 3.793& 22.66 # 42.25 # 36.85 # 29.03 # 10.80 # 16.43 # 4.013&
Maximum 1.688& 3.017& 14.91 & 4.950& 134.0 & 217.0 # 135.0 # 152.7 # 185.5 # 44.97 # 72.76 # 10.46 &
Minimum 0.876& 0.761& 0.950& 0.816& 1.623& 6.634# 18.41 # 17.89 # 18.64 # 5.163# 6.997# 1.700&
Total 37.49 & 30.55 & 76.45 & 53.57 & 543.0 &1149 #1704 #1729 #1288 # 424.4 # 761.4 # 134.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.67 & " ... Relative Uncertainty +/-10%
Ann. Median 7.584& # ... Relative Uncertainty +/-15%
Annual Total 7931 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 217.0 & 0.761&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.814& 0.919& 15.53 & 4.317# 22.28 # 36.85 " 29.11 357.5 # 74.90 " 166.6 " 66.03 " 13.19 # 1
2 1.804& 0.957& 27.67 # 4.146# 14.06 # 23.42 # 23.67 312.9 # 102.7 " 212.7 " 61.07 " 12.80 # 2
3 1.599& 0.987& 15.20 # 4.222# 9.479# 16.16 # 19.75 # 236.3 " 94.58 " 160.2 " 51.32 " 12.25 # 3
4 1.676& 0.988& 14.79 # 4.207# 7.992# 12.89 # 73.56 # 185.1 " 75.10 " 117.5 " 45.54 " 11.84 # 4
5 1.599& 0.954& 13.00 # 4.409# 27.24 # 11.29 # 154.9 " 155.2 " 63.41 " 93.92 " 40.28 " 11.50 # 5
6 1.782& 1.815& 8.897# 4.622# 25.39 # 10.96 # 158.2 " 136.5 " 56.49 " 76.19 " 37.73 " 11.27 # 6
7 1.821& 7.600& 7.381# 4.662# 37.66 " 10.14 # 260.3 " 123.1 " 52.04 " 64.58 " 35.65 10.24 # 7
8 1.882& 21.42 # 6.541# 4.849# 22.96 # 9.457# 216.3 " 115.9 " 49.30 " 59.99 " 32.37 9.942# 8
9 1.812& 11.81 # 5.922# 4.563# 14.84 # 9.278# 275.8 ^ 150.0 " 74.55 " 55.81 " 30.61 9.414# 9
10 1.801& 7.307# 5.392# 4.487# 10.65 # 38.34 # 475.9 ^ 254.2 " 92.28 " 49.98 " 27.75 9.281# 10
11 1.488& 5.657# 5.072# 9.386# 8.694# 44.16 " 301.5 # 231.4 " 92.95 " 48.34 " 27.23 9.561# 11
12 1.498& 4.452# 5.090# 19.18 # 7.738# 36.49 " 237.3 " 170.4 " 77.10 " 49.60 " 25.02 9.799# 12
13 1.385& 3.717& 4.684# 11.73 # 7.239# 23.85 # 245.6 " 141.0 " 63.13 " 47.58 " 24.21 10.06 # 13
14 1.384& 3.233& 4.427# 8.481# 6.920# 23.43 # 250.2 " 122.2 " 55.18 " 42.29 " 22.02 10.01 # 14
15 1.402& 3.126& 4.313# 7.149# 6.791# 25.39 234.2 " 106.0 " 55.22 " 39.23 " 20.98 # 10.11 # 15
16 1.309& 3.498& 4.239# 6.449# 6.755# 23.13 # 191.1 " 94.17 " 129.8 " 38.91 " 20.27 # 10.27 # 16
17 1.252& 4.009& 4.224# 5.985# 6.718# 17.65 # 149.2 " 86.38 " 127.4 " 36.91 20.09 # 11.22 # 17
18 1.051& 3.853& 4.224# 5.652# 6.820# 14.82 # 140.8 " 81.69 " 91.59 " 34.91 20.20 # 11.59 # 18
19 0.987& 3.360& 4.037# 5.565# 6.794# 13.36 # 153.0 " 103.6 " 76.69 " 79.42 " 19.29 # 11.37 # 19
20 1.042& 2.978& 4.005& 5.525# 6.685# 72.64 # 145.6 " 122.9 " 65.61 " 98.61 " 18.61 # 11.12 # 20
21 1.090& 2.469& 3.742& 5.459# 6.535# 87.58 " 358.4 # 110.2 " 57.01 " 83.21 " 18.56 # 10.65 # 21
22 1.210& 2.500& 3.619& 5.462# 7.802# 67.61 " 296.2 # 96.25 " 51.30 " 63.40 " 18.18 # 10.31 # 22
23 1.130& 2.719& 3.687& 5.203# 10.65 # 45.02 " 207.6 " 82.01 " 47.57 " 50.38 " 17.66 # 9.891# 23
24 1.212& 2.640& 3.631& 5.248# 15.37 # 31.01 165.5 " 72.56 " 44.51 " 44.01 " 17.64 # 9.516# 24
25 1.187& 3.017& 3.875& 5.224# 14.45 # 23.79 135.7 " 65.81 " 42.52 " 43.17 " 16.62 # 8.801# 25
26 1.223& 3.351& 3.797& 5.295# 11.97 # 19.78 # 165.3 # 66.43 " 49.24 " 53.62 " 15.68 # 7.915# 26
27 1.232& 3.584& 3.984& 5.248# 9.754# 18.78 # 460.3 & 64.70 " 52.78 " 168.7 " 14.66 # 7.315# 27
28 1.224& 3.559& 3.934& 5.216# 12.55 # 24.22 # 352.6 # 62.92 " 49.98 " 163.8 " 14.07 # 6.956# 28
29 1.169& 4.003# 13.82 # 67.66 # 44.96 " 320.8 # 61.22 " 44.19 " 111.7 " 13.81 # 6.880# 29
30 1.084& 4.011# 41.37 " 83.28 " 33.87 " 320.5 # 62.02 " 41.27 " 81.19 " 13.18 # 7.149# 30
31 1.005& 4.134# 53.65 " 335.9 # 64.61 " 68.79 " 7.263# 31
Mean 1.392& 4.160& 6.679& 7.571# 17.98 # 29.01 # 221.1 ^ 132.1 # 68.35 " 80.81 " 26.88 # 9.984#
Median 1.309& 3.292& 4.239& 5.272# 10.65 # 23.61 # 216.3 ^ 110.2 # 60.07 " 63.40 " 20.62 # 10.06 #
Maximum 1.882& 21.42 & 27.67 & 41.37 # 83.28 # 87.58 # 475.9 ^ 357.5 # 129.8 " 212.7 " 66.03 # 13.19 #
Minimum 0.987& 0.919& 3.619& 4.146# 6.535# 9.278# 19.75 ^ 61.22 # 41.27 " 34.91 " 13.18 # 6.880#
Total 43.15 & 116.5 & 207.0 & 227.1 # 557.4 # 870.3 #6855 ^4095 #2050 "2505 " 806.3 # 309.5 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 51.08 ^ " ... Relative Uncertainty +/-10%
Ann. Median 15.68 ^ # ... Relative Uncertainty +/-15%
Annual Total 18643 ^ & ... Relative Uncertainty +/-30%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 475.9 ^ 0.919^
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale 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 7.316# 6.427# 6.840# 6.339# 8.320# 14.20 # 18.78 # 173.1 " 67.94 " 29.18 " 16.52 # 7.675# 1
2 7.143# 6.158# 7.042# 6.172# 8.489# 13.60 # 17.78 # 232.9 " 64.98 " 28.34 " 16.38 # 7.563# 2
3 7.077# 6.003# 6.799# 6.171# 8.580# 17.18 # 17.31 # 291.0 " 68.00 " 26.16 " 14.93 # 7.035# 3
4 7.312# 6.076# 6.475# 6.216# 8.412# 16.96 # 16.84 # 314.5 # 71.30 " 24.59 " 14.24 # 6.713# 4
5 7.166# 6.332# 6.238# 6.728# 8.145# 14.94 # 27.06 # 261.0 " 122.3 " 36.21 " 12.91 # 6.648# 5
6 7.077# 6.711# 5.997# 6.450# 7.940# 13.56 # 27.08 " 207.4 " 163.7 " 31.63 " 12.38 # 6.404# 6
7 6.846# 7.222# 5.752# 6.323# 8.110# 12.93 # 21.89 " 306.8 " 137.8 " 28.64 " 12.08 # 5.919# 7
8 6.646# 7.737# 5.604# 6.437# 8.404# 12.13 # 19.39 # 323.2 # 98.49 " 24.41 " 11.60 # 7.070# 8
9 6.414# 7.477# 5.407# 7.547# 8.662# 23.22 # 48.16 # 428.2 & 82.95 " 23.22 " 11.31 # 5.656# 9
10 6.315# 7.069# 5.447# 8.628# 8.732# 41.69 " 123.2 " 400.0 # 73.72 " 23.76 " 11.10 # 5.382# 10
11 6.324# 6.558# 5.697# 11.63 # 8.785# 63.49 " 98.00 " 276.7 " 67.62 " 23.60 " 10.97 # 5.205# 11
12 6.329# 6.374# 6.320# 8.716# 15.90 # 84.12 " 59.99 " 206.8 " 64.15 " 24.54 " 10.68 # 4.912# 12
13 6.636# 5.985# 6.696# 8.019# 17.55 # 91.73 " 42.03 " 184.9 " 115.2 " 22.22 " 10.49 # 4.809# 13
14 6.517# 5.768# 6.963# 7.803# 12.20 # 60.12 " 73.50 " 213.0 " 130.7 " 34.52 " 9.903# 4.548# 14
15 6.114# 5.734# 7.536# 7.446# 13.92 # 41.43 " 111.7 " 178.2 " 90.70 " 32.08 " 9.183# 4.307# 15
16 5.457# 5.489# 7.487# 7.291# 11.60 # 33.40 " 80.48 " 261.6 " 71.38 " 25.73 " 8.710# 4.070& 16
17 5.103# 5.147# 7.131# 7.193# 10.69 # 30.31 " 63.13 " 397.0 # 62.30 " 26.14 " 10.98 # 3.932& 17
18 4.772# 5.072# 6.848# 7.111# 13.75 # 45.12 " 71.88 " 375.7 # 56.87 " 21.42 " 19.68 # 3.794& 18
19 4.445# 5.648# 6.542# 7.183# 13.04 # 62.11 " 58.52 " 275.9 " 73.77 " 20.38 # 22.99 " 3.538& 19
20 5.000# 5.975# 6.138# 7.309# 10.89 # 69.39 " 46.15 " 214.3 " 66.51 " 17.52 # 23.23 " 3.317& 20
21 5.571# 6.033# 6.077# 7.324# 10.13 # 54.59 " 87.79 " 174.6 " 58.26 " 17.79 # 18.75 # 3.059& 21
22 5.928# 6.455# 5.994# 7.020# 15.47 # 42.10 " 109.1 " 142.7 " 54.44 " 16.52 # 15.42 # 2.757& 22
23 5.938# 6.499# 5.872# 6.788# 163.7 " 51.70 " 219.2 " 119.1 " 49.72 " 20.42 # 13.42 # 2.638& 23
24 6.043# 6.471# 5.712# 6.766# 226.7 " 55.51 " 310.7 " 106.0 " 47.44 " 29.69 " 12.25 # 2.650& 24
25 6.395# 6.411# 5.593# 7.129# 112.9 " 38.55 " 218.7 " 96.99 " 43.59 " 25.65 " 11.05 # 2.662& 25
26 6.718# 6.519# 5.955# 29.11 # 55.35 " 31.42 " 150.4 " 93.11 " 40.29 " 22.23 " 9.959# 2.697& 26
27 7.194# 6.615# 6.652# 14.22 # 33.01 " 27.27 " 172.9 " 92.19 " 38.08 " 18.30 # 9.311# 2.673& 27
28 7.178# 6.576# 6.650# 17.44 # 23.99 24.23 " 121.9 " 92.01 " 36.52 " 16.26 # 8.927# 2.459& 28
29 6.952# 6.655# 13.59 # 19.44 # 21.82 " 140.8 " 83.93 " 33.46 " 16.57 # 8.318# 2.342& 29
30 6.692# 6.639# 8.760# 16.63 # 20.12 # 176.6 " 76.32 " 31.78 " 17.17 # 7.576# 2.319& 30
31 6.563# 6.536# 15.19 # 146.2 " 72.24 " 19.29 # 2.572& 31
Mean 6.361# 6.305# 6.364# 8.829# 29.18 # 37.63 # 93.47 # 215.2 & 72.80 " 24.01 # 12.84 # 4.430&
Median 6.517# 6.393# 6.475# 7.242# 12.20 # 32.41 # 73.50 # 207.4 & 67.07 " 23.76 # 11.46 # 4.070&
Maximum 7.316# 7.737# 7.536# 29.11 # 226.7 # 91.73 # 310.7 # 428.2 & 163.7 " 36.21 # 23.23 # 7.675&
Minimum 4.445# 5.072# 5.407# 6.171# 7.940# 12.13 # 16.84 # 72.24 & 31.78 " 16.26 # 7.576# 2.319&
Total 197.2 # 176.5 # 197.3 # 264.9 # 904.6 #1129 #2897 #6672 &2184 " 744.2 # 385.3 # 137.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.53 & " ... Relative Uncertainty +/-10%
Ann. Median 12.38 & # ... Relative Uncertainty +/-15%
Annual Total 15889 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 428.2 & 2.319&
Department of Water and Environmental Regulation HYDAY V145 Output 05/02/2023
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.715& 0.982& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 2.616& 0.947& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 2.376& 0.941& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 2.394& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 2.133& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 1.943& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 1.884& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 2.178& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 2.351& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 2.158& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 2.154& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 2.244& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1.954& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 1.789& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 1.809& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 1.832& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 2.053& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 2.195& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 2.190& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 2.273& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 2.278& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 1.930& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 1.707& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 1.602& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 1.425& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 1.319& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 1.432& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 1.397& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 1.268& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 1.111& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 1.097& [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 1.929& 0.957& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 1.954& 0.947& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 2.715& 0.982& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 1.097& 0.941& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 59.80 & 2.870& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 25 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.843& & ... Relative Uncertainty +/-30%
Ann. Median 1.936& [ ... Not Available
Annual Total 62.67 &
Missing Days 331
Maximum Minimum
Daily 2.715& 0.941&