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Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] 18.91 $ 17.64 $ 118.2 $ 13.55 $ 22.82 $ 52.91 $ 22.44 $ 10.26 $ 7.742$ 1
2 [ ] [ ] [ ] 12.60 $ 14.97 $ 169.8 $ 12.92 $ 20.87 $ 72.35 $ 21.31 $ 9.922$ 7.067$ 2
3 [ ] [ ] [ ] 9.992$ 13.64 $ 100.9 $ 19.25 $ 26.99 $ 63.78 $ 19.16 $ 9.577$ 6.567$ 3
4 [ ] [ ] [ ] 10.25 $ 12.73 $ 82.81 $ 15.98 $ 69.03 $ 50.35 $ 18.23 $ 9.487$ 6.224$ 4
5 [ ] [ ] [ ] 13.59 $ 11.17 $ 66.21 $ 19.13 $ 124.7 $ 100.2 $ 17.03 $ 9.112$ 5.959$ 5
6 [ ] [ ] [ ] 59.06 $ 9.736$ 66.28 $ 41.90 $ 148.2 $ 271.7 $ 16.25 $ 9.085$ 5.829$ 6
7 [ ] [ ] [ ] 64.56 $ 8.658$ 56.28 $ 32.55 $ 117.6 $ 138.9 $ 15.78 $ 9.026$ 5.858$ 7
8 [ ] [ ] [ ] 42.25 $ 8.148$ 95.18 $ 24.13 $ 79.85 $ 125.6 $ 29.49 $ 8.593$ 6.032$ 8
9 [ ] [ ] [ ] 25.05 $ 8.311$ 141.3 $ 29.39 $ 307.5 $ 264.1 $ 46.99 $ 8.577$ 5.505$ 9
10 [ ] [ ] [ ] 17.62 $ 8.237$ 85.22 $ 23.18 $ 522.1 $ 206.5 $ 45.66 $ 8.390$ 5.304$ 10
11 [ ] [ ] [ ] 25.13 $ 8.288$ 88.79 $ 18.72 $ 222.7 $ 113.0 $ 34.06 $ 8.287$ 4.965$ 11
12 [ ] [ ] [ ] 18.29 $ 9.114$ 71.49 $ 16.17 $ 113.3 $ 82.53 $ 24.15 $ 8.650$ 5.435$ 12
13 [ ] [ ] [ ] 14.41 $ 9.753$ 50.26 $ 77.97 $ 72.96 $ 66.18 $ 20.42 $ 8.860$ 5.364$ 13
14 [ ] [ ] [ ] 12.52 $ 9.779$ 38.33 $ 97.93 $ 61.64 $ 54.67 $ 18.59 $ 9.176$ 5.801$ 14
15 [ ] [ ] [ ] 12.87 $ 9.583$ 31.76 $ 48.02 $ 197.9 $ 47.45 $ 17.44 $ 8.815$ 5.867$ 15
16 [ ] [ ] [ ] 11.96 $ 8.679$ 27.81 $ 30.60 $ 154.3 $ 42.03 $ 16.50 $ 7.866$ 6.198$ 16
17 [ ] [ ] [ ] 9.416$ 8.283$ 24.97 $ 24.87 $ 85.43 $ 38.01 $ 15.37 $ 7.154$ 6.343$ 17
18 [ ] [ ] [ ] 6.869$ 13.95 $ 22.90 $ 21.33 $ 57.82 $ 35.55 $ 14.58 $ 6.940$ 6.439$ 18
19 [ ] [ ] [ ] 7.240$ 18.85 $ 21.45 $ 19.50 $ 46.81 $ 35.12 $ 13.59 $ 6.628$ 7.210$ 19
20 [ ] [ ] [ ] 7.002$ 14.20 $ 23.61 $ 18.14 $ 41.06 $ 33.00 $ 12.66 $ 6.868$ 6.790$ 20
21 [ ] [ ] [ ] 7.832$ 11.30 $ 23.90 $ 16.99 $ 37.05 $ 30.87 $ 11.99 $ 9.651$ 5.865$ 21
22 [ ] [ ] [ ] 7.217$ 9.430$ 22.47 $ 16.15 $ 34.34 $ 28.30 $ 11.54 $ 12.96 $ 5.006$ 22
23 [ ] [ ] [ ] 7.694$ 27.39 $ 21.97 $ 15.89 $ 31.75 $ 26.62 $ 11.77 $ 12.85 $ 3.933$ 23
24 [ ] [ ] [ ] 8.059$ 25.61 $ 20.65 $ 61.21 $ 29.84 $ 26.55 $ 12.45 $ 11.82 $ 3.503$ 24
25 [ ] [ ] [ ] 8.205$ 33.49 $ 19.78 $ 86.45 $ 27.79 $ 25.61 $ 12.70 $ 10.74 $ 3.602$ 25
26 [ ] [ ] [ ] 8.722$ 27.18 $ 18.36 $ 66.77 $ 26.62 $ 24.65 $ 12.68 $ 11.45 $ 2.483$ 26
27 [ ] [ ] [ ] 8.986$ 26.75 $ 17.29 $ 62.19 $ 39.74 $ 23.35 $ 12.43 $ 11.57 $ 2.160$ 27
28 [ ] [ ] 3.945$ 9.259$ 22.88 $ 16.91 $ 52.71 $ 67.55 $ 22.24 $ 11.93 $ 10.36 $ 2.170$ 28
29 [ ] 55.21 $ 9.221$ 18.70 $ 15.90 $ 37.29 $ 74.72 $ 21.11 $ 11.60 $ 8.913$ 2.777$ 29
30 [ ] 59.86 $ 11.85 $ 24.06 $ 14.40 $ 29.58 $ 46.41 $ 20.36 $ 10.86 $ 8.241$ 3.647$ 30
31 [ ] 30.20 $ 53.88 $ 25.36 $ 35.62 $ 10.51 $ 3.667$ 31
Mean [ ] [ ] 37.30 $ 16.22 $ 16.27 $ 52.51 $ 34.70 $ 95.02 $ 71.46 $ 18.39 $ 9.328$ 5.204$
Median [ ] [ ] 42.70 $ 11.05 $ 12.73 $ 29.79 $ 24.87 $ 61.64 $ 44.74 $ 15.78 $ 9.056$ 5.801$
Maximum [ ] [ ] 59.86 $ 64.56 $ 53.88 $ 169.8 $ 97.93 $ 522.1 $ 271.7 $ 46.99 $ 12.96 $ 7.742$
Minimum [ ] [ ] 3.945$ 6.869$ 8.148$ 14.40 $ 12.92 $ 20.87 $ 20.36 $ 10.51 $ 6.628$ 2.160$
Total [ ] [ ] 149.2 $ 486.7 $ 504.4 $1575 $1075 $2945 $2143 $ 570.3 $ 279.8 $ 161.3 $
Missing Days 31 28 27 0 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.45 $ $ ... Relative Uncertainty +/-20%
Ann. Median 18.29 $ [ ... Not Available
Annual Total 9892 $
Missing Days 86
Maximum Minimum
Daily 522.1 $ 2.160$
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.088$ 0.993$ 2.622$ 1.582$ 0.526$ 5.894$ 23.15 $ 101.8 $ 240.2 $ 98.57 $ 8.831$ 6.867$ 1
2 4.446$ 1.017$ 2.415$ 1.361$ 0.478$ 9.947$ 18.83 $ 74.64 $ 428.2 $ 79.94 $ 8.406$ 7.959$ 2
3 4.069$ 1.388$ 2.939$ 1.433$ 0.418$ 7.725$ 18.34 $ 48.06 $ 303.3 $ 52.32 $ 8.371$ 6.886$ 3
4 3.775$ 1.661$ 3.283$ 1.323$ 0.681$ 11.15 $ 24.13 $ 35.40 $ 214.3 $ 39.24 $ 8.220$ 6.025$ 4
5 3.654$ 1.391$ 2.467$ 1.689$ 1.136$ 15.21 $ 25.48 $ 83.80 $ 129.1 $ 32.25 $ 8.175$ 4.947$ 5
6 3.126$ 1.015$ 1.617$ 2.048$ 0.854$ 13.71 $ 74.96 $ 99.62 $ 84.93 $ 27.61 $ 8.162$ 7.949$ 6
7 1.975$ 0.804$ 2.123$ 2.269$ 0.656$ 19.82 $ 56.49 $ 78.38 $ 61.71 $ 24.11 $ 7.858$ 8.382$ 7
8 2.400$ 0.641$ 2.130$ 2.826$ 0.594$ 117.1 $ 42.74 $ 53.43 $ 49.54 $ 21.75 $ 7.531$ 7.048$ 8
9 2.052$ 0.649$ 2.815$ 3.210$ 24.58 $ 92.50 $ 31.79 $ 40.69 $ 41.82 $ 19.95 $ 7.088$ 6.550$ 9
10 1.751$ 0.674$ 31.36 $ 3.090$ 15.81 $ 130.0 $ 24.45 $ 39.46 $ 36.88 $ 19.25 $ 6.468$ 5.568$ 10
11 0.756$ 0.604$ 31.50 $ 3.093$ 9.098$ 108.2 $ 19.85 $ 47.26 $ 32.90 $ 18.56 $ 5.925$ 4.580$ 11
12 0.950$ 0.630$ 16.39 $ 2.967$ 5.068$ 66.43 $ 16.79 $ 45.04 $ 30.70 $ 17.01 $ 5.553$ 3.523$ 12
13 1.073$ 0.555$ 10.06 $ 2.834$ 3.108$ 48.82 $ 14.99 $ 36.43 $ 36.87 $ 22.86 $ 13.10 $ 3.140$ 13
14 1.409$ 0.448$ 8.307$ 2.992$ 2.761$ 35.51 $ 13.52 $ 29.32 $ 31.66 $ 19.63 $ 14.67 $ 2.803$ 14
15 1.247$ 0.515$ 6.746$ 5.056$ 2.025$ 27.12 $ 12.21 $ 26.54 $ 27.16 $ 18.23 $ 11.71 $ 9.398$ 15
16 1.494$ 0.526$ 5.445$ 8.784$ 1.671$ 19.82 $ 11.31 $ 25.11 $ 24.69 $ 28.08 $ 9.652$ 6.668$ 16
17 1.411$ 0.596$ 5.051$ 6.849$ 1.691$ 30.45 $ 11.89 $ 24.30 $ 27.26 $ 38.69 $ 15.23 $ 4.122$ 17
18 1.356$ 0.746$ 4.262$ 5.529$ 3.714$ 24.91 $ 24.88 $ 33.44 $ 30.09 $ 34.82 $ 64.30 $ 3.574$ 18
19 1.188$ 0.662$ 3.468$ 4.871$ 4.823$ 20.29 $ 26.12 $ 38.91 $ 26.61 $ 23.63 $ 46.89 $ 3.055$ 19
20 1.293$ 0.785$ 6.290$ 4.021$ 8.342$ 15.66 $ 21.65 $ 34.86 $ 22.96 $ 18.22 $ 24.55 $ 2.156$ 20
21 1.620$ 1.232$ 8.727$ 2.789$ 10.50 $ 13.25 $ 24.62 $ 28.87 $ 59.60 $ 15.23 $ 14.45 $ 1.686$ 21
22 1.439$ 1.342$ 7.114$ 2.178$ 7.250$ 11.28 $ 23.96 $ 23.83 $ 87.62 $ 13.71 $ 11.57 $ 1.436$ 22
23 1.268$ 1.556$ 5.643$ 2.323$ 5.228$ 9.545$ 21.15 $ 21.25 $ 59.31 $ 12.54 $ 10.29 $ 1.933$ 23
24 1.487$ 1.852$ 5.353$ 1.607$ 4.307$ 10.42 $ 17.37 $ 23.27 $ 40.58 $ 11.42 $ 9.335$ 1.510$ 24
25 1.429$ 1.884$ 4.094$ 1.146$ 3.839$ 23.50 $ 23.44 $ 21.22 $ 52.96 $ 11.00 $ 8.717$ 1.538$ 25
26 1.075$ 2.182$ 3.403$ 0.931$ 38.97 $ 37.24 $ 59.10 $ 20.26 $ 51.34 $ 10.74 $ 7.832$ 1.453$ 26
27 0.797$ 1.681$ 3.307$ 0.845$ 30.14 $ 50.40 $ 46.29 $ 67.69 $ 47.04 $ 10.95 $ 7.030$ 1.310$ 27
28 0.599$ 2.419$ 2.290$ 0.764$ 28.79 $ 62.50 $ 32.48 $ 132.3 $ 42.48 $ 10.25 $ 6.137$ 1.124$ 28
29 0.590$ 1.959$ 0.729$ 17.01 $ 56.52 $ 23.42 $ 226.5 $ 34.99 $ 10.08 $ 5.532$ 1.060$ 29
30 0.797$ 1.648$ 0.694$ 11.08 $ 36.88 $ 18.57 $ 230.3 $ 55.59 $ 9.468$ 5.169$ 1.080$ 30
31 0.813$ 1.585$ 7.491$ 34.21 $ 148.6 $ 8.829$ 0.952$ 31
Mean 1.788$ 1.087$ 6.336$ 2.728$ 8.151$ 37.73 $ 27.04 $ 62.61 $ 80.42 $ 25.13 $ 12.56 $ 4.074$
Median 1.411$ 0.899$ 3.468$ 2.296$ 4.307$ 24.20 $ 23.44 $ 39.46 $ 44.76 $ 19.25 $ 8.389$ 3.523$
Maximum 4.446$ 2.419$ 31.50 $ 8.784$ 38.97 $ 130.0 $ 74.96 $ 230.3 $ 428.2 $ 98.57 $ 64.30 $ 9.398$
Minimum 0.590$ 0.448$ 1.585$ 0.694$ 0.418$ 5.894$ 11.31 $ 20.26 $ 22.96 $ 8.829$ 5.169$ 0.952$
Total 55.42 $ 30.44 $ 196.4 $ 81.83 $ 252.6 $1132 $ 838.3 $1941 $2412 $ 779.0 $ 376.8 $ 126.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.52 $ $ ... Relative Uncertainty +/-20%
Ann. Median 8.382$
Annual Total 8223 $
Maximum Minimum
Daily 428.2 $ 0.418$
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.038$ 0.986$ 1.196$ 0.297$ 0.669$ 11.15 $ 35.74 $ 37.08 $ 54.69 $ 47.47 $ 20.18 $ 5.166$ 1
2 0.924$ 0.903$ 1.392$ 0.248$ 1.065$ 7.427$ 28.22 $ 31.44 $ 63.75 $ 42.85 $ 18.61 $ 5.160$ 2
3 0.897$ 0.980$ 1.497$ 0.230$ 1.587$ 24.27 $ 23.19 $ 27.12 $ 162.5 $ 37.12 $ 17.26 $ 4.879$ 3
4 0.914$ 1.061$ 1.542$ 0.381$ 1.931$ 24.31 $ 74.00 $ 23.45 $ 187.4 $ 32.52 $ 16.19 $ 5.208$ 4
5 3.266$ 0.951$ 1.591$ 0.460$ 1.232$ 19.47 $ 187.8 $ 20.89 $ 114.3 $ 30.07 $ 16.83 $ 5.363$ 5
6 1.690$ 1.067$ 1.602$ 0.562$ 5.374$ 12.97 $ 118.3 $ 53.63 $ 78.64 $ 32.54 $ 15.66 $ 4.940$ 6
7 1.678$ 0.972$ 1.549$ 0.462$ 2.801$ 8.234$ 70.04 $ 49.10 $ 63.27 $ 52.97 $ 14.64 $ 4.585$ 7
8 1.269$ 1.034$ 2.350$ 0.637$ 2.522$ 9.043$ 48.76 $ 38.01 $ 53.42 $ 174.9 $ 13.31 $ 4.319$ 8
9 1.194$ 0.898$ 1.594$ 1.579$ 1.844$ 5.668$ 37.63 $ 33.50 $ 47.30 $ 209.7 $ 12.97 $ 4.304$ 9
10 1.254$ 1.171$ 1.413$ 1.226$ 1.522$ 9.971$ 31.11 $ 251.6 $ 44.39 $ 117.6 $ 12.16 $ 3.906$ 10
11 1.827$ 1.079$ 1.381$ 0.885$ 1.395$ 61.81 $ 27.65 $ 367.4 $ 144.0 $ 76.95 $ 11.20 $ 3.840$ 11
12 0.933$ 0.972$ 1.489$ 0.930$ 1.314$ 39.00 $ 23.11 $ 200.3 $ 111.9 $ 59.25 $ 10.76 $ 5.623$ 12
13 1.427$ 0.931$ 1.908$ 1.020$ 1.741$ 25.75 $ 43.84 $ 113.7 $ 130.2 $ 85.34 $ 10.56 $ 8.567$ 13
14 1.474$ 0.942$ 2.362$ 0.920$ 1.583$ 33.17 $ 79.62 $ 77.40 $ 184.5 $ 370.8 $ 11.40 $ 8.227$ 14
15 1.192$ 1.099$ 2.099$ 0.980$ 2.195$ 26.79 $ 64.12 $ 74.46 $ 170.4 $ 223.4 $ 12.20 $ 7.536$ 15
16 0.945$ 0.975$ 1.916$ 0.966$ 1.829$ 42.14 $ 115.7 $ 68.44 $ 119.1 $ 155.5 $ 14.36 $ 6.146$ 16
17 0.872$ 0.811$ 1.900$ 8.580$ 1.251$ 52.54 $ 129.2 $ 224.2 $ 82.55 $ 114.8 $ 11.48 $ 4.926$ 17
18 0.878$ 0.449$ 2.189$ 1.544$ 0.992$ 133.0 $ 104.0 $ 229.9 $ 64.51 $ 82.61 $ 10.55 $ 3.911$ 18
19 0.768$ 0.645$ 6.521$ 0.723$ 7.367$ 144.9 $ 76.49 $ 158.9 $ 54.54 $ 65.08 $ 10.09 $ 8.275$ 19
20 0.668$ 0.680$ 3.094$ 0.514$ 8.735$ 81.93 $ 60.92 $ 105.2 $ 49.34 $ 54.81 $ 9.504$ 5.506$ 20
21 0.708$ 0.786$ 2.196$ 0.423$ 37.51 $ 52.43 $ 47.52 $ 76.24 $ 53.56 $ 47.39 $ 8.856$ 6.353$ 21
22 5.467$ 0.894$ 1.601$ 0.416$ 23.33 $ 45.22 $ 38.04 $ 61.57 $ 57.08 $ 41.68 $ 8.142$ 5.168$ 22
23 25.21 $ 0.857$ 1.964$ 0.449$ 14.62 $ 55.09 $ 31.77 $ 53.11 $ 52.41 $ 38.31 $ 7.613$ 4.472$ 23
24 8.852$ 0.955$ 2.002$ 0.531$ 9.330$ 38.80 $ 27.56 $ 95.66 $ 44.64 $ 36.97 $ 7.002$ 4.255$ 24
25 2.917$ 1.035$ 1.903$ 0.517$ 6.264$ 39.34 $ 39.49 $ 158.9 $ 39.84 $ 33.52 $ 6.612$ 3.697$ 25
26 1.546$ 1.001$ 1.806$ 0.555$ 7.810$ 68.87 $ 79.92 $ 127.4 $ 40.01 $ 31.13 $ 5.985$ 3.027$ 26
27 1.103$ 1.012$ 1.750$ 0.603$ 24.53 $ 57.36 $ 61.26 $ 85.83 $ 68.03 $ 28.72 $ 5.909$ 2.230$ 27
28 1.131$ 1.096$ 1.332$ 0.647$ 50.87 $ 70.16 $ 88.27 $ 66.30 $ 78.94 $ 27.02 $ 5.618$ 1.616$ 28
29 0.944$ 0.370$ 0.673$ 37.10 $ 63.22 $ 82.73 $ 91.31 $ 63.02 $ 25.26 $ 5.427$ 1.257$ 29
30 0.832$ 0.296$ 0.657$ 26.86 $ 48.24 $ 59.63 $ 83.94 $ 51.01 $ 23.61 $ 5.526$ 1.197$ 30
31 0.832$ 0.335$ 17.83 $ 45.16 $ 65.64 $ 21.57 $ 0.905$ 31
Mean 2.408$ 0.937$ 1.811$ 0.954$ 9.840$ 43.74 $ 63.90 $ 101.6 $ 84.32 $ 78.12 $ 11.22 $ 4.663$
Median 1.131$ 0.972$ 1.602$ 0.620$ 2.522$ 39.17 $ 59.63 $ 76.24 $ 63.51 $ 47.39 $ 10.98 $ 4.879$
Maximum 25.21 $ 1.171$ 6.521$ 8.580$ 50.87 $ 144.9 $ 187.8 $ 367.4 $ 187.4 $ 370.8 $ 20.18 $ 8.567$
Minimum 0.668$ 0.449$ 0.296$ 0.230$ 0.669$ 5.668$ 23.11 $ 20.89 $ 39.84 $ 21.57 $ 5.427$ 0.905$
Total 74.65 $ 26.24 $ 56.13 $ 28.61 $ 305.0 $1312 $1981 $3152 $2529 $2421 $ 336.6 $ 144.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.88 $ $ ... Relative Uncertainty +/-20%
Ann. Median 8.735$
Annual Total 12369 $
Maximum Minimum
Daily 370.8 $ 0.230$
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.769$ 9.524$ 1.198$ 0.993$ 17.86 $ 4.018$ 141.5 $ 79.60 $ 316.0 $ 36.71 $ 9.988$ 4.532$ 1
2 0.640$ 7.991$ 1.083$ 0.960$ 10.93 $ 2.485$ 517.6 $ 151.8 $ 255.2 $ 33.40 $ 8.630$ 4.180$ 2
3 0.587$ 7.043$ 1.090$ 1.026$ 6.685$ 2.625$ 427.2 $ 154.8 $ 200.1 $ 30.67 $ 8.085$ 3.838$ 3
4 0.515$ 6.008$ 1.133$ 0.918$ 5.046$ 2.768$ 595.8 $ 122.1 $ 159.4 $ 28.67 $ 7.862$ 3.559$ 4
5 0.523$ 5.158$ 1.234$ 0.923$ 3.967$ 2.492$ 529.3 $ 271.4 $ 141.6 $ 29.02 $ 7.856$ 3.362$ 5
6 0.545$ 4.379$ 1.044$ 0.827$ 3.313$ 2.109$ 256.4 $ 458.4 $ 400.9 $ 30.29 $ 7.774$ 3.111$ 6
7 0.645$ 3.899$ 0.795$ 0.690$ 2.794$ 1.953$ 201.4 $ 367.9 $ 392.7 $ 27.34 $ 16.04 $ 3.053$ 7
8 0.541$ 3.528$ 0.659$ 0.713$ 2.373$ 1.812$ 134.7 $ 300.4 $ 228.7 $ 25.86 $ 18.87 $ 2.646$ 8
9 0.517$ 2.729$ 0.805$ 0.590$ 1.941$ 1.649$ 96.99 $ 216.2 $ 164.2 $ 23.89 $ 19.44 $ 2.397$ 9
10 0.455$ 2.588$ 1.358$ 0.488$ 10.14 $ 3.244$ 113.3 $ 160.4 $ 131.7 $ 22.42 $ 15.49 $ 2.369$ 10
11 0.643$ 2.586$ 1.424$ 0.532$ 50.44 $ 2.620$ 174.4 $ 126.9 $ 111.4 $ 22.44 $ 12.88 $ 1.971$ 11
12 1.166$ 2.304$ 1.854$ 0.541$ 59.40 $ 2.670$ 137.6 $ 105.4 $ 101.9 $ 21.90 $ 10.59 $ 1.820$ 12
13 0.798$ 2.262$ 2.177$ 0.624$ 43.11 $ 2.636$ 280.2 $ 104.4 $ 101.8 $ 21.50 $ 8.330$ 1.567$ 13
14 9.408$ 1.974$ 1.989$ 0.618$ 26.73 $ 157.8 $ 291.7 $ 103.2 $ 100.1 $ 20.45 $ 7.231$ 1.544$ 14
15 19.50 $ 1.650$ 1.709$ 0.818$ 15.42 $ 120.7 $ 235.3 $ 114.6 $ 105.7 $ 18.62 $ 6.482$ 1.263$ 15
16 31.09 $ 1.635$ 1.895$ 0.612$ 9.135$ 66.16 $ 398.6 $ 267.0 $ 93.64 $ 16.84 $ 6.501$ 0.973$ 16
17 22.72 $ 1.615$ 1.734$ 0.649$ 6.094$ 37.21 $ 964.5 $ 258.5 $ 79.85 $ 15.34 $ 7.144$ 0.938$ 17
18 18.33 $ 1.472$ 1.549$ 0.586$ 5.013$ 30.40 $ 921.6 $ 166.4 $ 70.43 $ 14.82 $ 9.216$ 0.937$ 18
19 12.19 $ 1.444$ 1.305$ 0.439$ 3.763$ 64.85 $ 698.4 $ 124.5 $ 64.30 $ 13.78 $ 9.778$ 0.817$ 19
20 7.123$ 1.342$ 1.316$ 25.24 $ 3.159$ 66.74 $ 602.3 $ 102.5 $ 60.13 $ 13.03 $ 8.885$ 0.848$ 20
21 4.574$ 1.173$ 8.606$ 33.42 $ 2.822$ 49.54 $ 375.8 $ 87.51 $ 56.54 $ 12.66 $ 8.281$ 0.841$ 21
22 257.7 $ 1.136$ 7.094$ 20.63 $ 2.885$ 44.83 $ 277.9 $ 76.46 $ 52.76 $ 12.74 $ 7.436$ 0.831$ 22
23 194.8 $ 1.145$ 5.719$ 10.19 $ 2.742$ 41.85 $ 259.0 $ 69.47 $ 49.63 $ 12.70 $ 6.801$ 0.845$ 23
24 86.52 $ 1.361$ 4.218$ 4.770$ 2.654$ 41.13 $ 201.4 $ 123.1 $ 46.42 $ 12.22 $ 6.876$ 0.818$ 24
25 45.72 $ 1.216$ 2.984$ 10.97 $ 2.953$ 48.97 $ 157.2 $ 102.8 $ 42.77 $ 11.88 $ 5.615$ 0.805$ 25
26 28.10 $ 1.024$ 1.988$ 8.737$ 2.715$ 42.83 $ 129.1 $ 149.6 $ 39.45 $ 11.44 $ 5.301$ 0.764$ 26
27 20.21 $ 1.087$ 1.746$ 14.99 $ 2.673$ 38.93 $ 109.3 $ 115.2 $ 38.45 $ 10.33 $ 12.66 $ 0.652$ 27
28 15.54 $ 1.279$ 1.453$ 44.21 $ 2.435$ 31.61 $ 123.9 $ 100.5 $ 47.09 $ 9.442$ 7.746$ 0.589$ 28
29 12.35 $ 1.368$ 1.184$ 38.30 $ 2.250$ 25.31 $ 121.9 $ 136.8 $ 44.09 $ 9.375$ 6.571$ 0.663$ 29
30 10.77 $ 1.042$ 27.87 $ 2.005$ 24.27 $ 103.0 $ 158.4 $ 40.54 $ 9.040$ 5.673$ 0.795$ 30
31 11.65 $ 0.930$ 3.752$ 90.09 $ 348.0 $ 9.450$ 0.849$ 31
Mean 26.34 $ 2.825$ 2.075$ 8.430$ 10.23 $ 32.21 $ 311.8 $ 168.5 $ 124.6 $ 18.98 $ 9.335$ 1.748$
Median 9.408$ 1.650$ 1.424$ 0.920$ 3.752$ 27.86 $ 235.3 $ 126.9 $ 96.90 $ 16.84 $ 7.974$ 0.973$
Maximum 257.7 $ 9.524$ 8.606$ 44.21 $ 59.40 $ 157.8 $ 964.5 $ 458.4 $ 400.9 $ 36.71 $ 19.44 $ 4.532$
Minimum 0.455$ 1.024$ 0.659$ 0.439$ 1.941$ 1.649$ 90.09 $ 69.47 $ 38.45 $ 9.040$ 5.301$ 0.589$
Total 816.7 $ 81.91 $ 64.31 $ 252.9 $ 317.2 $ 966.3 $9668 $5225 $3738 $ 588.4 $ 280.0 $ 54.17 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 60.25 $ $ ... Relative Uncertainty +/-20%
Ann. Median 9.176$
Annual Total 22054 $
Maximum Minimum
Daily 964.5 $ 0.439$
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.901$ 1.296$ 1.223$ 3.048$ 2.994$ 22.44 $ 8.945$ 144.9 $ 31.77 $ 199.5 $ 11.46 $ 3.753$ 1
2 0.881$ 1.299$ 0.966$ 3.161$ 2.778$ 17.92 $ 6.875$ 80.14 $ 28.89 $ 117.8 $ 11.02 $ 3.657$ 2
3 0.930$ 1.205$ 1.080$ 3.077$ 2.784$ 14.73 $ 16.34 $ 75.65 $ 27.09 $ 79.45 $ 10.60 $ 4.161$ 3
4 0.965$ 1.220$ 0.862$ 2.413$ 2.808$ 11.67 $ 11.89 $ 63.32 $ 26.03 $ 57.95 $ 9.912$ 4.283$ 4
5 0.922$ 1.095$ 0.968$ 1.809$ 2.599$ 9.843$ 10.53 $ 51.64 $ 29.05 $ 45.09 $ 9.550$ 3.195$ 5
6 0.943$ 1.087$ 0.874$ 1.490$ 31.92 $ 8.892$ 14.87 $ 50.85 $ 88.79 $ 36.86 $ 9.845$ 3.617$ 6
7 0.918$ 1.002$ 0.945$ 1.338$ 29.55 $ 7.773$ 39.44 $ 37.98 $ 88.39 $ 32.11 $ 9.400$ 3.275$ 7
8 1.236$ 1.199$ 1.215$ 1.311$ 22.03 $ 12.48 $ 119.7 $ 34.88 $ 64.51 $ 29.34 $ 8.831$ 3.458$ 8
9 1.011$ 0.974$ 1.442$ 1.216$ 14.02 $ 14.02 $ 99.89 $ 180.6 $ 74.49 $ 27.32 $ 8.518$ 3.299$ 9
10 0.744$ 1.182$ 1.355$ 1.097$ 15.77 $ 19.02 $ 63.63 $ 182.1 $ 61.98 $ 25.25 $ 8.230$ 2.847$ 10
11 0.906$ 1.348$ 1.448$ 1.297$ 11.98 $ 18.05 $ 40.01 $ 104.0 $ 50.87 $ 23.73 $ 7.327$ 2.750$ 11
12 1.116$ 1.233$ 1.310$ 1.113$ 31.39 $ 14.87 $ 45.51 $ 67.25 $ 41.73 $ 23.81 $ 6.463$ 2.314$ 12
13 1.110$ 1.326$ 1.417$ 1.132$ 30.86 $ 12.64 $ 27.45 $ 68.00 $ 36.69 $ 22.05 $ 5.998$ 2.233$ 13
14 1.276$ 1.426$ 1.527$ 1.231$ 22.45 $ 10.35 $ 21.90 $ 307.8 $ 33.67 $ 20.67 $ 5.588$ 1.948$ 14
15 1.141$ 1.366$ 4.369$ 1.381$ 17.54 $ 8.653$ 17.16 $ 402.9 $ 30.75 $ 19.40 $ 5.403$ 1.671$ 15
16 0.970$ 1.240$ 2.651$ 1.608$ 12.97 $ 7.113$ 14.11 $ 216.1 $ 27.92 $ 18.21 $ 5.298$ 1.672$ 16
17 1.244$ 1.311$ 3.846$ 1.512$ 9.679$ 9.674$ 12.11 $ 123.4 $ 25.68 $ 17.26 $ 4.796$ 1.503$ 17
18 1.148$ 1.645$ 4.490$ 1.667$ 7.146$ 6.342$ 10.69 $ 83.35 $ 23.89 $ 16.13 $ 6.472$ 1.295$ 18
19 0.871$ 1.438$ 4.482$ 1.860$ 6.445$ 6.338$ 9.826$ 62.56 $ 22.20 $ 16.40 $ 24.10 $ 1.343$ 19
20 0.949$ 1.407$ 4.416$ 1.633$ 9.582$ 6.022$ 15.39 $ 49.65 $ 21.23 $ 15.43 $ 16.57 $ 1.544$ 20
21 0.984$ 1.260$ 3.922$ 1.519$ 9.123$ 5.443$ 30.23 $ 41.88 $ 20.53 $ 46.73 $ 12.37 $ 1.214$ 21
22 1.221$ 1.196$ 4.207$ 1.381$ 7.714$ 4.957$ 23.83 $ 36.66 $ 54.55 $ 44.22 $ 9.786$ 1.082$ 22
23 1.059$ 1.158$ 4.353$ 2.011$ 7.380$ 4.381$ 19.07 $ 41.75 $ 63.78 $ 35.79 $ 8.381$ 1.005$ 23
24 1.204$ 1.205$ 4.258$ 3.771$ 13.64 $ 4.808$ 14.36 $ 74.08 $ 58.05 $ 26.42 $ 10.06 $ 1.057$ 24
25 1.014$ 1.359$ 4.566$ 5.485$ 32.42 $ 4.096$ 11.45 $ 63.96 $ 42.58 $ 21.02 $ 7.242$ 1.030$ 25
26 1.029$ 1.522$ 4.242$ 4.967$ 25.24 $ 4.087$ 9.687$ 48.25 $ 32.47 $ 18.13 $ 5.968$ 0.970$ 26
27 1.152$ 1.359$ 3.993$ 3.604$ 18.27 $ 3.929$ 10.35 $ 37.80 $ 26.95 $ 16.29 $ 4.836$ 0.936$ 27
28 0.942$ 1.394$ 3.956$ 3.456$ 13.30 $ 3.634$ 15.87 $ 32.20 $ 61.38 $ 14.87 $ 4.111$ 0.929$ 28
29 0.823$ 3.681$ 2.816$ 18.10 $ 8.437$ 59.00 $ 36.77 $ 243.3 $ 13.72 $ 3.791$ 0.958$ 29
30 0.760$ 3.358$ 3.026$ 26.42 $ 10.64 $ 430.8 $ 39.31 $ 347.9 $ 12.90 $ 3.242$ 0.919$ 30
31 0.960$ 3.002$ 20.41 $ 343.9 $ 36.70 $ 12.08 $ 0.885$ 31
Mean 1.011$ 1.277$ 2.723$ 2.214$ 15.46 $ 9.776$ 50.81 $ 92.80 $ 59.57 $ 35.68 $ 8.507$ 2.090$
Median 0.970$ 1.278$ 3.002$ 1.650$ 13.64 $ 8.773$ 16.34 $ 63.32 $ 35.18 $ 23.73 $ 8.306$ 1.671$
Maximum 1.276$ 1.645$ 4.566$ 5.485$ 32.42 $ 22.44 $ 430.8 $ 402.9 $ 347.9 $ 199.5 $ 24.10 $ 4.283$
Minimum 0.744$ 0.974$ 0.862$ 1.097$ 2.599$ 3.634$ 6.875$ 32.20 $ 20.53 $ 12.08 $ 3.242$ 0.885$
Total 31.33 $ 35.74 $ 84.42 $ 66.42 $ 479.4 $ 293.2 $1575 $2876 $1787 $1106 $ 255.2 $ 64.80 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 23.71 $ $ ... Relative Uncertainty +/-20%
Ann. Median 7.146$
Annual Total 8656 $
Maximum Minimum
Daily 430.8 $ 0.744$
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.948$ 0.906$ 1.669$ 1.578$ 10.48 $ 3.975$ 122.3 $ 65.34 $ 190.7 " 13.84 # 49.03 " 1.484& 1
2 0.784$ 0.962$ 1.641$ 2.022$ 6.679$ 17.83 $ 97.21 $ 48.44 " 211.6 " 12.63 # 26.86 1.464& 2
3 0.778$ 1.020$ 1.944$ 1.915$ 11.07 $ 51.92 $ 67.27 $ 42.91 " 132.2 " 11.89 # 19.73 # 1.492& 3
4 0.781$ 0.979$ 2.035$ 1.604$ 7.365$ 184.0 $ 75.18 $ 57.59 " 93.56 " 11.46 # 13.98 # 1.335& 4
5 0.878$ 0.818$ 2.545$ 2.083$ 5.049$ 204.2 $ 95.59 $ 74.14 " 70.14 " 29.22 # 11.55 # 1.318& 5
6 0.761$ 0.963$ 2.231$ 1.768$ 50.18 $ 160.0 $ 71.27 $ 69.21 " 56.23 " 57.09 " 8.941# 1.270& 6
7 0.721$ 0.671$ 2.345$ 1.748$ 50.85 $ 88.86 $ 64.05 $ 58.15 " 47.71 " 41.69 " 7.038# 1.205& 7
8 0.686$ 1.144$ 2.194$ 2.576$ 53.68 $ 50.60 $ 78.25 $ 48.34 " 41.37 " 27.93 6.293# 1.194& 8
9 0.917$ 1.068$ 2.278$ 3.954$ 37.99 $ 39.40 $ 61.15 $ 83.59 " 36.50 " 21.60 # 5.790# 1.212& 9
10 1.033$ 1.170$ 1.934$ 2.469$ 30.97 $ 32.32 $ 124.3 $ 91.13 " 32.84 17.52 # 5.330# 1.081& 10
11 0.796$ 1.218$ 2.240$ 2.457$ 44.12 $ 35.84 $ 179.3 $ 73.17 " 30.34 14.75 # 4.978# 0.959& 11
12 0.694$ 0.701$ 2.156$ 2.585$ 34.45 $ 29.23 $ 225.3 $ 56.13 " 27.92 13.04 # 4.570# 0.967& 12
13 0.637$ 0.879$ 2.424$ 2.127$ 26.60 $ 68.73 $ 154.8 $ 46.33 " 35.14 " 11.75 # 4.222& 1.018& 13
14 0.676$ 1.164$ 1.847$ 1.458$ 25.16 $ 69.98 $ 146.4 $ 40.70 " 43.83 " 10.84 # 3.955& 1.029& 14
15 0.733$ 1.260$ 2.181$ 2.057$ 25.18 $ 57.80 $ 189.9 $ 39.29 " 72.40 " 10.11 # 3.672& 1.075& 15
16 1.206$ 1.291$ 2.247$ 99.58 $ 20.11 $ 42.95 $ 145.9 $ 35.99 55.97 " 9.084# 3.269& 1.057& 16
17 0.984$ 1.550$ 3.050$ 84.50 $ 17.19 $ 34.86 $ 98.11 $ 32.45 39.61 " 35.63 # 3.063& 1.034& 17
18 1.005$ 1.797$ 3.341$ 33.30 $ 14.46 $ 83.24 $ 116.5 $ 29.58 30.63 41.79 " 2.922& 0.950& 18
19 1.065$ 1.247$ 2.987$ 19.42 $ 11.97 $ 99.54 $ 202.1 $ 26.32 26.80 33.11 2.722& 0.883& 19
20 0.855$ 0.725$ 3.322$ 14.20 $ 10.14 $ 66.23 $ 143.5 $ 23.84 25.09 21.74 # 2.534& 0.815& 20
21 0.791$ 1.259$ 2.737$ 11.47 $ 8.597$ 48.89 $ 94.53 $ 23.17 22.52 15.76 # 2.530& 0.852& 21
22 0.706$ 1.032$ 3.047$ 10.68 $ 7.655$ 49.11 $ 72.16 $ 21.42 26.22 # 12.46 # 2.343& 0.870& 22
23 0.614$ 1.096$ 3.649$ 10.14 $ 6.592$ 39.28 $ 60.22 $ 20.09 # 26.34 10.74 # 2.164& 0.860& 23
24 0.749$ 1.097$ 3.582$ 8.605$ 8.384$ 34.45 $ 107.3 $ 21.58 # 26.37 9.889# 2.057& 0.850& 24
25 0.867$ 1.313$ 3.403$ 8.202$ 6.086$ 29.88 $ 147.2 $ 26.24 22.95 9.429# 1.867& 0.840& 25
26 0.742$ 1.353$ 2.854$ 6.700$ 5.378$ 35.05 $ 156.7 $ 35.04 " 25.05 8.503# 1.770& 0.803& 26
27 0.854$ 1.472$ 2.058$ 5.666$ 5.017$ 32.28 $ 143.9 $ 36.34 " 23.03 7.908# 1.624& 0.769& 27
28 0.852$ 1.552$ 1.955$ 5.726$ 4.918$ 28.99 $ 102.5 $ 31.97 19.67 # 11.42 # 1.624& 0.821& 28
29 0.870$ 1.283$ 5.665$ 4.661$ 155.2 $ 75.61 $ 45.92 " 16.51 # 11.70 # 1.538& 1.053& 29
30 0.920$ 1.480$ 7.115$ 4.452$ 128.0 $ 100.0 $ 71.28 " 14.90 # 8.485# 1.524& 0.971& 30
31 0.960$ 1.663$ 4.159$ 84.95 $ 84.72 " 7.341# 0.828& 31
Mean 0.834$ 1.132$ 2.397$ 12.11 $ 18.05 $ 66.76 $ 116.2 $ 47.11 $ 50.81 # 18.08 # 6.984& 1.044&
Median 0.796$ 1.121$ 2.240$ 4.810$ 10.48 $ 49.00 $ 102.5 $ 42.91 $ 31.74 # 12.46 # 3.470& 1.018&
Maximum 1.206$ 1.797$ 3.649$ 99.58 $ 53.68 $ 204.2 $ 225.3 $ 91.13 $ 211.6 # 57.09 # 49.03 & 1.492&
Minimum 0.614$ 0.671$ 1.283$ 1.458$ 4.159$ 3.975$ 60.22 $ 20.09 $ 14.90 # 7.341# 1.524& 0.769&
Total 25.86 $ 31.70 $ 74.32 $ 363.4 $ 559.6 $2002 $3604 $1460 $1524 # 560.4 # 209.5 & 32.36 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.62 & " ... Relative Uncertainty +/-10%
Ann. Median 8.485& # ... Relative Uncertainty +/-15%
Annual Total 10449 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 225.3 & 0.614&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.734& 0.893& 1.363& 9.426# 4.100& 21.49 # 172.5 " 83.80 " 49.22 " 73.41 " 11.46 # 6.635# 1
2 0.717& 3.015& 1.381& 5.201# 2.863& 53.13 " 103.8 " 67.77 " 45.39 " 56.50 " 10.98 # 5.981# 2
3 0.627& 1.244& 1.329& 3.592& 2.292& 49.13 " 369.0 & 414.9 & 43.93 " 47.39 " 10.48 # 5.311# 3
4 0.742& 1.192& 1.209& 2.782& 2.211& 31.99 258.0 & 284.7 & 60.88 " 41.96 " 9.999# 4.834# 4
5 0.707& 1.069& 1.200& 7.476& 3.070& 26.43 223.1 " 169.1 " 53.51 " 37.23 " 8.969# 4.823# 5
6 0.707& 0.914& 1.166& 6.458# 2.336& 20.58 # 183.3 " 119.3 " 43.83 " 33.24 9.276# 4.613& 6
7 0.746& 0.913& 1.200& 3.984& 2.368& 15.98 # 115.4 " 94.60 " 39.44 " 31.07 9.064# 4.207& 7
8 0.608& 0.872& 0.869& 2.844& 2.290& 12.38 # 86.48 " 79.04 " 46.99 " 28.35 7.584# 4.371# 8
9 0.626& 0.734& 1.360& 2.393& 2.211& 9.870# 96.22 " 67.97 " 59.26 " 26.33 7.161# 4.165# 9
10 0.541& 0.960& 1.117& 5.256& 1.939& 8.337# 219.8 " 104.1 " 91.17 " 24.31 6.718# 3.887& 10
11 0.638& 0.795& 1.027& 30.36 # 1.875& 7.389# 244.3 " 309.9 & 114.1 " 22.96 6.308# 3.979& 11
12 0.766& 1.057& 1.259& 97.68 " 6.012& 6.455# 156.1 " 199.6 " 106.5 " 26.04 " 5.554# 3.972& 12
13 0.900& 1.154& 1.441& 100.2 " 4.707& 6.147# 104.8 " 118.9 " 88.20 " 36.40 " 5.336# 3.796& 13
14 0.789& 1.039& 1.425& 53.04 " 4.316& 5.853# 204.5 " 91.73 " 76.35 " 31.94 5.062# 3.715& 14
15 0.642& 1.094& 1.437& 30.55 " 5.477# 5.599# 236.5 " 78.94 " 62.23 " 27.34 " 5.331# 4.077& 15
16 0.728& 1.378& 1.449& 18.92 # 28.63 # 5.295# 140.6 " 108.5 " 52.32 " 24.02 5.144# 3.919& 16
17 0.696& 1.594& 1.612& 13.50 # 23.70 # 4.963# 99.46 " 93.30 " 45.97 " 22.74 42.57 # 3.720& 17
18 0.724& 1.558& 1.867& 11.19 # 10.58 # 4.652# 79.84 " 72.82 " 42.29 " 20.32 # 51.02 " 3.690& 18
19 0.765& 1.432& 1.898& 10.04 # 8.155# 4.329# 68.28 " 63.15 " 39.19 " 19.40 # 36.95 " 4.126# 19
20 0.803& 1.416& 1.650& 8.260# 14.65 # 4.071& 72.96 " 58.42 " 53.09 " 18.87 # 30.36 3.927& 20
21 0.813& 1.335& 1.867& 6.779# 39.08 " 3.936& 76.76 " 96.87 " 84.56 " 18.44 # 20.49 # 3.657& 21
22 0.696& 1.196& 1.727& 6.032# 27.89 # 6.304# 94.94 " 500.5 & 110.3 " 17.75 # 13.75 # 3.409& 22
23 0.872& 1.476& 1.786& 5.084# 91.09 " 12.47 # 81.32 " 298.9 & 131.0 " 16.43 # 10.45 # 3.451& 23
24 0.862& 1.383& 2.097& 5.593# 37.99 " 10.32 # 62.07 " 163.1 " 112.5 " 15.14 # 10.00 # 3.168& 24
25 0.893& 1.275& 2.158& 4.875# 18.78 # 77.14 # 53.29 " 126.4 " 92.80 " 13.71 # 12.03 # 2.942& 25
26 0.780& 1.170& 2.128& 5.338& 11.77 # 96.00 " 51.75 " 98.73 " 74.67 " 12.82 # 12.21 # 2.463& 26
27 0.769& 1.310& 2.008& 4.733& 8.209# 152.1 " 61.88 " 82.70 " 61.81 " 18.11 # 10.95 # 2.049& 27
28 0.891& 1.166& 2.302& 3.252& 6.405# 210.5 " 56.45 " 73.12 " 52.09 " 17.27 # 9.733# 2.254& 28
29 0.857& 2.545& 3.482& 5.293# 304.5 & 47.69 " 65.62 " 86.55 " 16.08 # 8.389# 2.179& 29
30 0.913& 88.46 & 5.695# 16.37 # 350.4 & 89.36 " 58.82 " 96.57 " 15.09 # 7.380# 2.042& 30
31 0.879& 25.28 $ 18.95 # 116.5 " 53.53 " 13.90 # 1.825& 31
Mean 0.756& 1.237& 5.149& 15.80 & 13.40 & 50.93 & 129.9 & 138.6 & 70.56 " 26.60 # 13.35 # 3.780&
Median 0.746& 1.181& 1.449& 5.863& 6.012& 11.35 & 99.46 & 94.60 & 61.34 " 22.96 # 9.866# 3.887&
Maximum 0.913& 3.015& 88.46 & 100.2 & 91.09 & 350.4 & 369.0 & 500.5 & 131.0 " 73.41 # 51.02 # 6.635&
Minimum 0.541& 0.734& 0.869& 2.393& 1.875& 3.936& 47.69 & 53.53 & 39.19 " 12.82 # 5.062# 1.825&
Total 23.43 & 34.63 & 159.6 & 474.0 & 415.6 &1527 &4027 &4299 &2116 " 824.6 # 400.7 # 117.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.51 & " ... Relative Uncertainty +/-10%
Ann. Median 8.969& # ... Relative Uncertainty +/-15%
Annual Total 14422 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 500.5 & 0.541&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.669& 0.583& 0.601& 0.711& 0.896& 11.20 # 34.73 " 131.5 " 78.10 " 19.44 # 6.732# 4.132& 1
2 1.496& 0.550& 0.618& 0.735& 0.927& 9.412# 111.0 " 117.8 " 65.44 " 17.40 # 6.651# 4.149& 2
3 1.365& 0.490& 0.571& 0.705& 0.932& 7.002# 133.5 " 84.42 " 55.82 " 15.60 # 6.539# 4.797# 3
4 1.274& 0.491& 0.617& 0.645& 0.951& 18.97 # 113.1 " 60.18 " 50.98 " 14.39 # 5.968# 4.152& 4
5 1.163& 0.568& 0.620& 0.837& 0.962& 40.86 " 91.97 " 67.74 " 53.61 " 14.69 # 5.740# 3.788& 5
6 1.184& 0.563& 0.634& 0.826& 0.940& 46.76 " 65.37 " 90.05 " 101.2 " 21.28 # 5.532# 3.682& 6
7 1.039& 0.511& 0.667& 0.858& 4.217& 48.36 " 140.9 " 76.79 " 95.77 " 22.06 # 5.046# 3.281& 7
8 1.064& 0.590& 0.796& 0.814& 2.051& 86.52 " 243.5 " 57.83 " 77.89 " 19.81 # 4.943# 2.685& 8
9 0.936& 0.700& 0.645& 0.879& 22.68 & 67.26 " 158.9 " 45.86 " 68.12 " 17.06 # 8.380# 2.331& 9
10 0.846& 0.763& 0.654& 0.974& 33.00 " 63.88 " 96.81 " 39.51 " 58.35 " 16.30 # 52.44 # 2.100& 10
11 0.771& 0.762& 0.800& 0.786& 13.14 # 127.1 " 66.08 " 84.54 " 51.34 " 23.07 # 26.72 1.940& 11
12 0.805& 0.686& 0.740& 0.780& 7.960# 174.7 " 50.63 " 199.7 " 43.12 " 27.53 " 22.34 # 1.757& 12
13 0.736& 0.803& 0.677& 0.930& 6.889# 122.5 " 42.00 " 158.8 " 38.19 " 23.20 16.04 # 1.528& 13
14 0.720& 0.726& 0.669& 0.919& 5.747# 70.05 " 38.02 " 118.1 " 35.94 20.57 # 12.33 # 1.390& 14
15 0.740& 0.862& 0.767& 0.958& 6.015# 43.98 " 34.15 85.86 " 33.20 17.25 # 9.325# 1.247& 15
16 0.641& 0.863& 0.793& 0.877& 25.92 # 32.24 28.24 66.44 " 31.46 14.63 # 7.337# 1.324& 16
17 0.652& 4.310& 0.744& 0.863& 14.62 # 41.91 " 25.39 62.26 " 29.46 12.50 # 7.375# 1.341& 17
18 0.707& 2.711& 0.707& 1.007& 18.02 # 38.13 " 22.65 55.13 " 28.46 11.17 # 7.365# 1.174& 18
19 0.718& 0.810& 0.631& 1.953& 13.17 # 30.37 20.78 # 50.24 " 32.85 " 10.42 # 7.121# 1.095& 19
20 0.780& 0.767& 0.715& 1.392& 10.01 # 23.40 20.73 80.11 " 28.43 10.25 # 6.554# 1.040& 20
21 0.692& 0.676& 0.747& 2.148& 17.75 # 18.96 # 31.93 " 99.79 " 27.40 44.70 # 5.798# 1.021& 21
22 0.704& 0.682& 0.702& 1.491& 39.15 " 43.07 # 33.32 " 88.25 " 24.91 25.07 4.761# 1.093& 22
23 0.680& 0.631& 0.579& 1.105& 22.28 # 40.57 " 32.93 94.97 " 23.52 19.33 # 4.265# 1.075& 23
24 0.636& 0.634& 0.718& 0.988& 15.21 # 33.82 " 29.09 153.6 " 22.46 14.86 # 4.530# 0.958& 24
25 0.604& 0.548& 0.703& 0.977& 9.412# 26.39 25.57 254.5 " 20.90 # 11.90 # 5.398# 0.899& 25
26 0.602& 0.581& 0.656& 0.929& 6.349# 23.93 21.81 224.2 " 23.51 # 9.912# 7.608# 0.947& 26
27 0.629& 0.622& 0.590& 0.910& 4.650# 37.02 " 20.94 # 252.4 " 20.66 # 8.486# 7.579# 0.821& 27
28 0.639& 0.608& 0.664& 0.881& 3.778& 39.22 " 17.93 # 264.0 " 19.52 # 7.842# 5.057# 0.816& 28
29 0.728& 0.602& 0.784& 0.859& 3.418& 36.77 " 17.21 # 174.9 " 17.99 # 8.050# 5.066# 0.859& 29
30 0.677& 0.764& 0.906& 3.474& 31.14 95.25 " 121.4 " 16.95 # 7.846# 4.572# 0.901& 30
31 0.610& 0.731& 18.14 & 103.3 " 98.53 " 7.148# 0.829& 31
Mean 0.855& 0.851& 0.687& 0.988& 10.73 & 47.85 # 63.49 # 114.8 " 42.52 # 16.57 # 9.504# 1.908&
Median 0.728& 0.634& 0.677& 0.894& 6.889& 38.68 # 34.73 # 90.05 " 33.02 # 15.60 # 6.603# 1.324&
Maximum 1.669& 4.310& 0.800& 2.148& 39.15 & 174.7 # 243.5 # 264.0 " 101.2 # 44.70 # 52.44 # 4.797&
Minimum 0.602& 0.490& 0.571& 0.645& 0.896& 7.002# 17.21 # 39.51 " 16.95 # 7.148# 4.265# 0.816&
Total 26.50 & 24.69 & 21.30 & 29.64 & 332.7 &1435 #1968 #3560 "1275 # 513.8 # 285.1 # 59.15 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.04 & " ... Relative Uncertainty +/-10%
Ann. Median 6.692& # ... Relative Uncertainty +/-15%
Annual Total 9532 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 264.0 & 0.490&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.843& 0.679& 1.085& 41.35 # 14.08 & 9.609# 116.1 " 47.23 " 60.96 " 64.61 " 25.05 8.216# 1
2 0.837& 0.620& 1.046& 29.94 # 116.8 " 8.899# 99.46 " 74.22 " 54.38 " 59.13 " 22.74 8.833# 2
3 0.804& 0.561& 1.067& 10.41 # 78.79 " 17.22 # 93.18 " 80.70 " 49.42 " 52.71 " 21.14 # 8.211# 3
4 0.824& 0.678& 1.101& 5.009& 55.31 " 30.87 157.9 " 66.69 " 48.49 " 54.19 " 19.61 # 8.385# 4
5 0.785& 0.944& 1.213& 2.791& 32.48 " 27.41 138.4 " 53.97 " 60.65 " 53.34 " 34.84 # 9.942# 5
6 0.710& 1.075& 1.309& 1.859& 18.03 # 28.45 # 103.9 " 47.03 " 157.9 " 87.30 " 26.72 11.20 # 6
7 0.819& 1.202& 1.170& 1.615& 10.92 # 236.4 " 82.12 " 42.44 " 170.0 " 78.34 " 24.08 11.56 # 7
8 0.840& 1.244& 0.960& 1.631& 7.317# 225.9 " 69.58 " 39.39 " 195.7 " 63.69 " 24.37 12.17 # 8
9 0.834& 1.148& 1.199& 1.687& 4.947# 224.9 " 61.82 " 37.71 177.2 " 54.91 " 20.86 # 12.43 # 9
10 0.786& 0.919& 1.625& 1.420& 4.154& 309.1 & 55.85 " 39.59 " 126.1 " 47.57 " 19.36 # 12.65 # 10
11 0.787& 0.795& 1.605& 1.302& 3.975& 298.8 & 51.79 " 39.33 " 97.58 " 42.50 " 18.09 # 15.79 # 11
12 0.722& 0.839& 1.360& 1.447& 23.66 # 281.7 " 51.42 " 60.84 " 90.40 " 39.10 " 16.16 # 13.96 # 12
13 0.703& 0.852& 1.143& 1.287& 27.18 # 245.8 " 79.74 " 110.9 " 90.85 " 35.53 15.21 # 13.78 # 13
14 0.633& 1.211& 1.322& 1.207& 20.21 # 151.4 " 79.78 " 136.6 " 95.14 " 32.90 13.75 # 13.43 # 14
15 0.621& 0.812& 1.199& 1.140& 32.12 # 108.6 " 87.09 " 110.6 " 80.55 " 30.99 12.54 # 12.85 # 15
16 0.588& 0.676& 1.089& 1.166& 104.9 " 100.7 " 86.85 " 181.4 " 67.87 " 30.49 11.52 # 13.12 # 16
17 0.591& 0.982& 1.122& 1.240& 83.72 " 186.3 " 71.96 " 412.1 & 165.4 " 27.97 10.59 # 12.57 # 17
18 0.657& 1.091& 1.171& 1.195& 90.38 " 177.0 " 59.42 " 468.7 & 165.8 " 26.28 9.861# 12.24 # 18
19 0.575& 1.086& 1.180& 1.061& 329.7 & 134.1 " 51.98 " 231.1 " 117.5 " 25.61 9.406# 11.55 # 19
20 0.687& 0.910& 1.025& 0.950& 185.3 " 101.2 " 53.17 " 150.9 " 98.46 " 24.47 9.314# 10.71 # 20
21 0.658& 1.164& 1.064& 1.001& 91.00 " 80.16 " 108.8 " 117.2 " 89.94 " 30.84 " 8.686# 11.31 # 21
22 0.582& 1.180& 1.173& 0.983& 61.93 " 67.47 " 101.1 " 98.70 " 81.68 " 28.30 8.062# 10.97 # 22
23 0.564& 1.059& 0.896& 1.377& 47.43 " 183.3 " 87.27 " 85.64 " 71.26 " 26.86 7.592# 10.38 # 23
24 0.555& 1.010& 1.023& 1.275& 35.74 " 297.8 " 73.05 " 76.22 " 61.60 " 29.91 " 7.294# 10.32 # 24
25 0.693& 1.019& 1.248& 1.193& 27.83 234.7 " 70.65 " 69.14 " 54.53 " 38.16 " 7.341# 10.75 # 25
26 0.656& 1.032& 1.399& 1.032& 22.32 157.4 " 63.57 " 62.96 " 49.99 " 36.16 " 7.144# 10.47 # 26
27 0.665& 1.228& 7.426& 0.990& 18.70 # 115.9 " 56.00 " 58.20 " 52.07 " 31.74 6.820# 10.41 # 27
28 0.655& 1.233& 17.75 & 0.975& 15.90 # 92.81 " 51.89 " 91.26 " 50.55 " 27.76 6.659# 9.980# 28
29 0.641& 1.988& 0.875& 13.97 # 87.18 " 48.41 " 106.0 " 62.91 " 24.29 6.903# 9.588# 29
30 0.615& 1.934& 0.961& 12.31 # 124.8 " 45.49 " 92.91 " 67.10 " 25.98 7.247# 9.363# 30
31 0.688& 8.298& 10.91 # 51.68 " 71.95 " 28.10 9.081# 31
Mean 0.697& 0.973& 2.200& 4.013& 51.68 & 144.8 & 77.73 " 108.4 & 93.75 " 40.64 " 14.63 # 11.17 #
Median 0.687& 1.015& 1.180& 1.258& 27.18 & 129.4 & 71.96 " 76.22 & 81.12 " 32.90 " 12.03 # 10.97 #
Maximum 0.843& 1.244& 17.75 & 41.35 & 329.7 & 309.1 & 157.9 " 468.7 & 195.7 " 87.30 " 34.84 # 15.79 #
Minimum 0.555& 0.561& 0.896& 0.875& 3.975& 8.899& 45.49 " 37.71 & 48.49 " 24.29 " 6.659# 8.211#
Total 21.61 & 27.25 & 68.18 & 120.3 &1602 &4346 &2409 "3362 &2812 "1259 " 439.0 # 346.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 46.07 & " ... Relative Uncertainty +/-10%
Ann. Median 18.09 & # ... Relative Uncertainty +/-15%
Annual Total 16816 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 468.7 & 0.555&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.368# 2.022& 2.065& 5.909& 2.328& 4.447& 14.39 # 26.51 # 55.73 " 7.588# 1.519& 4.705& 1
2 7.536# 1.783& 2.208& 1.652& 2.324& 21.81 # 9.986# 35.76 " 48.78 " 7.154# 1.394& 3.893& 2
3 7.401# 1.522& 2.243& 1.233& 2.910& 32.50 8.883# 24.02 35.75 " 11.53 # 1.375& 3.459& 3
4 7.336# 1.306& 1.941& 1.186& 1.795& 31.22 8.058# 18.88 # 27.70 11.77 # 1.370& 2.950& 4
5 7.004# 1.199& 2.055& 1.049& 1.179& 24.74 # 7.650# 14.24 # 22.07 # 10.27 # 1.375& 2.628& 5
6 7.046# 7.728& 1.882& 1.046& 2.775& 15.83 # 7.073# 14.33 # 17.18 # 9.147# 1.622& 2.530& 6
7 6.320# 17.68 # 1.799& 1.011& 3.245& 15.12 # 5.876# 65.39 " 14.38 # 7.554# 2.323& 2.558& 7
8 5.475# 7.415# 1.796& 0.973& 3.148& 15.04 # 4.838# 81.86 " 12.91 # 6.028# 2.661& 4.659& 8
9 4.741# 3.138& 1.948& 1.035& 3.032& 12.86 # 11.26 # 56.83 " 14.49 # 5.168# 3.410& 3.862& 9
10 4.153# 2.753& 2.185& 0.984& 2.947& 9.924# 9.474# 33.45 " 50.36 " 4.690# 7.156# 2.933& 10
11 3.733& 2.310& 1.932& 1.133& 2.976& 7.536# 7.844# 20.21 # 69.30 " 13.23 # 7.219# 2.952& 11
12 9.780& 2.054& 1.942& 1.052& 2.604& 6.294# 6.600# 38.18 # 70.60 " 15.18 # 6.390# 2.831& 12
13 11.21 # 1.673& 1.874& 1.043& 2.047& 4.772# 5.319# 46.17 " 52.81 " 11.84 # 5.860# 2.836& 13
14 7.617# 1.623& 1.758& 0.985& 1.437& 3.640& 4.528# 44.39 " 36.93 " 11.58 # 4.994# 2.863& 14
15 7.197# 1.619& 1.604& 1.026& 3.836& 4.206& 4.836# 131.2 " 26.16 9.642# 4.329& 2.802& 15
16 6.517# 1.522& 1.601& 1.100& 6.881& 5.281# 5.282# 133.0 " 19.59 # 7.969# 3.975& 2.779& 16
17 5.087# 1.448& 1.625& 1.071& 4.102& 4.675# 4.449# 84.74 " 20.09 # 6.476# 3.680& 2.753& 17
18 4.029& 1.560& 1.577& 1.043& 2.547& 3.671& 3.802& 54.26 " 17.71 # 5.384# 3.488& 2.862& 18
19 3.378& 3.553& 1.595& 1.106& 2.159& 6.879& 3.353& 76.73 " 15.77 # 4.916# 3.296& 2.727& 19
20 2.781& 2.131& 1.456& 1.064& 1.934& 8.434# 11.75 & 81.46 " 14.39 # 3.995& 3.425& 2.509& 20
21 2.204& 2.024& 1.623& 1.121& 1.724& 5.884# 18.23 # 67.90 " 16.95 # 3.355& 3.451& 2.558& 21
22 2.132& 1.943& 1.841& 1.159& 1.595& 5.261# 10.89 # 106.6 " 17.87 # 3.048& 3.294& 2.435& 22
23 1.938& 1.862& 2.304& 1.132& 15.45 & 4.703# 9.730# 104.1 " 14.00 # 2.756& 3.243& 2.275& 23
24 13.77 & 1.925& 2.707& 1.123& 13.44 # 3.879& 44.55 # 83.53 " 12.50 # 2.628& 3.173& 2.180& 24
25 40.25 " 1.757& 2.188& 7.198& 7.576# 3.281& 60.82 " 64.85 " 11.01 # 2.112& 3.059& 2.079& 25
26 13.32 # 1.861& 2.078& 9.805& 6.548# 6.679& 47.76 " 47.57 " 9.936# 1.937& 3.055& 2.027& 26
27 6.813# 1.799& 1.880& 4.951& 5.092# 23.66 # 46.57 " 35.79 " 9.202# 1.779& 3.189& 1.919& 27
28 5.458# 1.773& 1.795& 2.475& 3.963& 25.51 # 43.55 " 28.43 8.938# 4.498& 3.503& 1.812& 28
29 4.172& 1.428& 1.953& 3.470& 19.25 # 36.73 " 23.15 8.112# 2.243& 9.330# 1.797& 29
30 3.108& 0.992& 2.225& 3.467& 15.33 # 27.19 " 19.19 # 8.443# 1.737& 7.336# 1.730& 30
31 2.568& 1.139& 2.912& 26.66 # 51.13 # 1.664& 1.770& 31
Mean 7.176& 2.892& 1.841& 1.995& 3.918& 11.74 & 16.70 & 55.29 # 25.32 # 6.417& 3.783& 2.731&
Median 6.320& 1.861& 1.874& 1.113& 2.947& 7.208& 9.474& 47.57 # 17.45 # 5.384& 3.353& 2.727&
Maximum 40.25 & 17.68 & 2.707& 9.805& 15.45 & 32.50 & 60.82 & 133.0 # 70.60 # 15.18 & 9.330& 4.705&
Minimum 1.938& 1.199& 0.992& 0.973& 1.179& 3.281& 3.353& 14.24 # 8.112# 1.664& 1.370& 1.730&
Total 222.4 & 80.98 & 57.05 & 59.84 & 121.4 & 352.3 & 517.9 &1714 # 759.7 # 198.9 & 113.4 & 84.67 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.73 & " ... Relative Uncertainty +/-10%
Ann. Median 4.029& # ... Relative Uncertainty +/-15%
Annual Total 4283 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 133.0 & 0.973&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.676& 1.463& 2.599& 1.138& 37.29 # 14.27 # 91.30 " 234.1 " 78.32 " 44.64 " 15.10 # 5.552# 1
2 1.902& 1.330& 4.528& 1.163& 29.59 10.39 # 129.7 " 159.9 " 61.55 " 40.51 " 13.28 # 5.025$ 2
3 8.277& 1.138& 2.546& 1.080& 23.09 # 8.081# 131.3 " 112.0 " 52.17 " 37.23 " 11.75 # 4.814$ 3
4 2.453& 1.153& 2.069& 0.989& 16.59 # 6.763# 99.93 " 85.31 " 47.36 " 34.45 10.57 # 4.303& 4
5 1.887& 1.053& 1.773& 0.847& 15.06 # 5.856# 67.07 " 68.71 " 44.43 " 31.82 9.559# 6.113& 5
6 1.648& 1.118& 1.540& 1.104& 12.21 # 5.278# 48.04 " 112.2 " 40.37 " 29.78 8.874# 9.280$ 6
7 1.600& 1.137& 1.376& 1.020& 10.08 # 5.943# 36.86 " 117.4 " 63.21 " 27.60 " 8.407# 6.898# 7
8 1.465& 1.343& 1.318& 1.475& 8.651# 9.986# 37.95 " 105.7 " 133.4 " 78.89 " 8.032# 6.398# 8
9 1.538& 1.276& 1.433& 1.216& 7.512# 6.550# 41.44 " 82.63 " 102.4 " 90.32 " 7.718# 5.816# 9
10 1.767& 1.442& 1.535& 1.190& 6.655# 5.830# 33.26 181.3 $ 72.72 " 74.28 " 7.250# 4.998# 10
11 2.010& 1.352& 1.644& 1.123& 6.210# 5.939# 28.54 245.3 " 64.52 " 57.75 " 6.809# 4.172& 11
12 1.661& 1.420& 1.586& 1.151& 6.349# 5.578# 21.75 # 167.4 " 175.7 " 46.89 " 6.370# 3.840& 12
13 1.488& 1.395& 1.558& 1.134& 6.921# 6.305# 16.76 # 113.5 " 198.0 " 38.57 " 5.865# 3.395& 13
14 1.355& 1.266& 1.470& 1.108& 6.175# 19.12 # 13.53 # 109.2 " 157.9 " 33.50 5.456# 2.948& 14
15 1.431& 1.501& 1.452& 27.11 & 5.929# 12.24 # 14.32 # 91.21 " 130.4 " 28.65 4.965# 2.847& 15
16 1.525& 1.642& 1.392& 53.16 " 5.916# 8.767# 17.67 # 75.01 " 106.7 " 25.13 4.669# 3.441& 16
17 1.537& 2.072& 1.137& 26.32 # 5.922# 7.918# 9.660# 63.14 " 88.69 " 23.68 4.982# 3.706& 17
18 1.591& 1.879& 1.285& 10.70 # 5.770# 6.761# 7.761# 55.16 " 81.89 " 21.62 5.315# 5.908# 18
19 1.728& 1.593& 1.408& 6.878# 5.619# 6.002# 20.44 # 51.61 " 77.51 " 20.98 5.524# 4.232& 19
20 1.632& 1.562& 1.315& 5.411# 9.087# 5.503# 38.16 " 51.14 " 69.72 " 21.64 # 5.516# 3.610& 20
21 1.543& 1.427& 1.264& 4.428# 8.359# 5.238# 49.79 " 46.99 " 59.64 " 23.92 5.603# 3.090& 21
22 1.392& 1.420& 1.193& 3.744& 6.816# 14.92 # 59.32 " 59.31 " 57.22 " 21.69 5.207# 2.618& 22
23 1.437& 1.313& 1.139& 3.314& 6.625# 73.78 " 66.88 " 71.17 " 51.35 " 19.30 # 4.713# 2.229& 23
24 1.450& 1.241& 1.145& 11.22 & 6.413# 58.34 " 119.5 " 58.64 " 71.34 " 17.16 # 4.197& 1.873& 24
25 1.248& 1.239& 1.046& 24.17 # 6.079# 54.18 " 186.9 " 50.41 " 88.57 " 15.23 # 3.958& 1.525& 25
26 1.221& 12.76 & 1.130& 17.12 # 17.06 # 36.70 " 187.3 " 59.72 " 85.04 " 15.91 # 3.638& 1.222& 26
27 1.227& 3.833& 1.361& 13.35 # 30.28 # 33.68 " 138.0 " 59.34 " 75.21 " 27.41 # 3.294& 1.123& 27
28 1.231& 3.043& 1.273& 9.078# 69.52 " 71.82 " 150.9 " 53.78 " 65.89 " 34.33 " 3.043& 1.004& 28
29 1.339& 1.262& 17.79 # 41.69 " 55.39 " 124.9 " 82.64 " 59.62 " 27.16 2.976& 0.916& 29
30 1.417& 1.213& 21.86 # 32.01 56.51 " 239.9 " 129.4 " 50.70 " 21.57 # 4.059& 0.924& 30
31 1.539& 1.180& 21.34 # 295.4 " 107.9 " 17.66 # 0.868& 31
Mean 1.781& 1.943& 1.554& 9.048& 15.38 # 20.79 # 81.44 # 98.77 $ 83.73 " 33.85 # 6.557& 3.700&
Median 1.538& 1.408& 1.376& 3.529& 8.359# 8.424# 49.79 # 82.64 $ 72.03 " 27.60 # 5.520& 3.610&
Maximum 8.277& 12.76 & 4.528& 53.16 & 69.52 # 73.78 # 295.4 # 245.3 $ 198.0 " 90.32 # 15.10 & 9.280&
Minimum 1.221& 1.053& 1.046& 0.847& 5.619# 5.238# 7.761# 46.99 $ 40.37 " 15.23 # 2.976& 0.868&
Total 55.21 & 54.41 & 48.17 & 271.4 & 476.8 # 623.7 #2524 #3061 $2512 "1049 # 196.7 & 114.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 30.10 & " ... Relative Uncertainty +/-10%
Ann. Median 6.898& # ... Relative Uncertainty +/-15%
Annual Total 10989 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 295.4 & 0.847&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.822& 0.665& 0.561& 28.84 # 6.308# 121.5 " 85.58 " 295.0 & 30.60 41.50 " 15.35 # 9.827# 1
2 0.857& 0.670& 0.588& 12.59 # 5.326# 103.1 " 63.18 " 371.0 & 29.55 42.24 " 13.82 # 9.478# 2
3 0.737& 0.632& 0.552& 8.050# 5.192# 64.78 " 53.56 " 288.6 & 27.88 34.77 15.35 # 9.365# 3
4 0.653& 0.629& 0.538& 5.743# 4.900# 42.57 " 48.39 " 189.1 " 25.90 34.06 " 50.04 " 8.660# 4
5 0.560& 0.626& 0.566& 80.53 # 4.710# 30.99 70.60 " 145.6 " 26.59 30.44 47.84 " 8.512# 5
6 0.549& 0.675& 0.584& 51.62 " 4.371# 24.57 89.39 " 119.0 " 24.63 27.60 63.07 " 8.389# 6
7 0.531& 31.42 & 0.562& 30.02 4.497# 20.46 # 73.01 " 101.6 " 24.32 25.22 50.16 " 8.014# 7
8 0.594& 27.77 # 0.568& 21.85 # 4.007& 17.92 # 54.26 " 89.48 " 22.74 23.11 37.95 " 7.265# 8
9 0.662& 10.03 # 0.597& 14.62 # 4.370& 67.04 # 45.86 " 79.72 " 21.79 22.94 28.29 6.804# 9
10 0.730& 3.913& 0.565& 11.08 # 5.177# 78.43 " 50.83 " 72.00 " 22.03 21.63 # 22.69 12.22 # 10
11 0.696& 1.908& 0.570& 8.621# 7.615# 72.80 " 54.15 " 65.46 " 25.52 19.39 # 18.91 # 11.30 # 11
12 0.587& 1.103& 0.573& 6.501# 6.568# 53.92 " 54.72 " 59.45 " 30.56 18.94 # 15.71 # 9.203# 12
13 0.536& 0.877& 0.597& 5.222# 17.52 # 44.69 " 49.05 " 55.39 " 51.17 " 17.72 # 13.94 # 7.774# 13
14 0.560& 0.788& 0.632& 4.368& 15.01 # 33.36 " 42.01 " 52.56 " 38.43 " 16.13 # 12.75 # 6.566# 14
15 0.500& 0.876& 0.662& 3.737& 22.59 # 81.75 " 131.7 " 52.41 " 31.11 15.15 # 11.44 # 5.861# 15
16 0.525& 0.923& 0.644& 3.390& 32.91 " 130.4 " 250.5 " 48.96 " 26.77 14.34 # 11.08 # 5.292# 16
17 0.533& 0.855& 0.650& 46.43 & 20.86 # 140.6 " 241.0 " 45.72 " 39.97 " 13.14 # 11.15 # 4.402# 17
18 0.594& 0.804& 0.600& 40.80 " 15.83 # 113.0 " 284.8 & 42.56 " 50.07 " 13.00 # 10.36 # 3.717& 18
19 0.634& 0.755& 0.600& 37.57 " 11.10 # 80.38 " 343.3 & 41.70 " 47.44 " 12.88 # 9.628# 3.364& 19
20 0.549& 0.736& 0.564& 27.77 8.232# 57.14 " 209.5 " 40.66 " 37.78 " 12.26 # 9.463# 5.388& 20
21 0.545& 0.761& 0.536& 19.25 # 6.500# 42.64 " 139.1 " 38.98 " 48.84 " 11.19 # 13.18 # 7.433# 21
22 0.650& 0.668& 0.587& 12.68 # 34.74 # 33.57 105.6 " 36.97 43.03 " 10.60 # 13.87 # 4.693# 22
23 0.733& 0.676& 0.581& 12.85 # 33.71 " 28.06 144.9 " 35.94 36.34 " 11.00 # 43.83 # 4.619# 23
24 0.757& 0.647& 0.582& 11.30 # 46.45 " 27.30 " 285.0 " 35.43 28.90 21.29 # 24.11 4.342# 24
25 0.723& 0.630& 0.561& 8.691# 68.17 " 36.96 " 219.9 " 34.57 127.0 " 84.72 " 20.93 # 3.800& 25
26 0.728& 0.576& 0.558& 7.738# 48.65 " 28.94 174.4 " 33.22 138.7 " 55.97 # 16.97 # 3.408& 26
27 0.690& 0.566& 0.546& 6.823# 35.49 " 97.87 " 169.3 " 33.94 88.88 " 45.18 # 17.25 # 3.215& 27
28 0.720& 0.577& 0.499& 6.441# 44.79 " 163.3 " 201.2 " 33.48 60.03 " 35.15 # 13.48 # 2.808& 28
29 0.638& 0.556& 0.530& 5.653# 52.05 " 175.8 " 251.4 & 31.83 47.27 " 28.09 # 11.46 # 2.431& 29
30 0.675& 0.543& 6.191# 38.41 " 121.0 " 454.7 & 31.95 45.47 " 23.22 # 10.25 # 2.163& 30
31 0.665& 24.40 & 63.83 " 394.0 & 29.62 18.82 # 1.953& 31
Mean 0.643& 3.184& 1.345& 18.23 & 21.93 & 71.17 # 155.9 & 84.91 & 43.31 " 25.86 # 21.81 # 6.202&
Median 0.650& 0.736& 0.570& 11.19 & 15.01 & 60.96 # 131.7 & 48.96 & 33.72 " 21.63 # 15.35 # 5.861&
Maximum 0.857& 31.42 & 24.40 & 80.53 & 68.17 & 175.8 # 454.7 & 371.0 & 138.7 " 84.72 # 63.07 # 12.22 &
Minimum 0.500& 0.556& 0.499& 3.390& 4.007& 17.92 # 42.01 & 29.62 & 21.79 " 10.60 # 9.463# 1.953&
Total 19.93 & 92.32 & 41.70 & 547.0 & 679.9 &2135 #4835 &2632 &1299 " 801.8 # 654.4 # 192.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.06 & " ... Relative Uncertainty +/-10%
Ann. Median 16.55 & # ... Relative Uncertainty +/-15%
Annual Total 13932 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 454.7 & 0.499&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.750& 2.121& 1.286& 1.662& 2.916& 7.758# 125.9 " 50.92 " 63.22 " 54.10 " 12.27 # 6.402# 1
2 1.511& 2.054& 1.316& 1.845& 2.696& 12.39 # 80.40 " 45.03 " 71.42 " 46.86 " 10.87 # 6.003# 2
3 1.363& 1.930& 1.295& 5.952& 2.451& 9.999# 53.49 " 39.09 " 62.70 " 45.21 " 10.11 # 5.638# 3
4 1.237& 1.759& 1.168& 4.047& 2.369& 9.098# 37.83 " 34.36 59.30 " 40.61 " 9.156# 6.055# 4
5 1.148& 1.559& 1.085& 2.631& 2.502& 7.892# 29.89 32.01 80.48 " 37.02 8.276# 5.778# 5
6 1.169& 1.476& 1.030& 1.868& 2.554& 7.090# 39.82 " 47.38 " 77.73 " 33.75 8.573# 5.367# 6
7 1.175& 1.629& 0.932& 1.507& 2.608& 6.303# 38.28 " 41.74 " 74.82 " 31.43 8.063# 4.918# 7
8 1.203& 1.650& 0.948& 1.500& 2.598& 5.786# 30.72 44.67 " 70.51 " 31.23 8.194# 4.628# 8
9 1.185& 1.548& 0.854& 1.544& 2.581& 5.361# 61.02 " 47.62 " 67.09 " 31.65 7.976# 4.331# 9
10 1.145& 1.510& 0.907& 1.678& 2.915& 5.134# 124.1 " 48.34 " 82.64 " 30.54 8.003# 4.030# 10
11 1.142& 1.440& 0.910& 1.626& 2.925& 37.10 # 113.3 " 46.99 " 164.6 " 29.35 7.924# 4.857# 11
12 1.039& 1.257& 0.952& 1.530& 2.670& 43.72 " 82.25 " 97.42 " 242.2 " 26.75 8.273# 4.180& 12
13 1.050& 1.194& 0.984& 1.621& 2.443& 30.40 56.74 " 103.1 " 191.7 " 26.51 8.210# 3.574& 13
14 1.000& 1.341& 0.907& 1.975& 2.353& 16.98 # 40.81 " 207.8 " 139.3 " 25.23 7.877# 3.633& 14
15 1.094& 1.578& 0.910& 2.185& 2.312& 10.45 # 37.23 " 353.3 & 131.9 " 24.52 7.950# 3.457& 15
16 1.898& 1.348& 0.912& 2.202& 2.380& 7.324# 54.91 " 287.4 & 110.0 " 21.85 7.739# 3.222& 16
17 1.153& 1.188& 0.988& 2.220& 2.469& 5.635# 95.07 " 229.7 " 91.13 " 20.09 # 7.800# 2.865& 17
18 1.019& 1.071& 1.026& 2.140& 2.583& 9.987# 87.55 " 223.5 " 93.86 " 20.26 # 40.55 # 2.634& 18
19 1.022& 0.953& 1.107& 2.232& 2.540& 43.23 " 207.7 " 284.8 " 83.03 " 18.88 # 75.26 " 2.381& 19
20 1.033& 0.809& 1.137& 2.254& 2.567& 55.34 " 258.6 " 259.4 " 76.05 " 18.71 # 51.25 " 2.163& 20
21 1.284& 0.721& 1.167& 2.271& 12.06 # 69.37 " 288.8 & 305.0 " 87.35 " 17.59 # 35.58 " 1.996& 21
22 2.213& 0.702& 1.297& 2.164& 26.42 # 58.31 " 185.0 " 230.2 " 88.75 " 17.23 # 23.72 # 1.949& 22
23 2.259& 0.673& 1.947& 2.239& 46.75 " 44.75 " 237.6 " 170.2 " 80.48 " 17.72 # 17.01 # 1.874& 23
24 2.180& 0.749& 2.116& 2.450& 24.38 # 63.50 " 180.8 " 131.0 " 69.48 " 16.93 # 13.32 # 1.750& 24
25 2.027& 2.470& 2.134& 2.646& 15.47 # 91.89 " 129.7 " 107.3 " 60.37 " 15.17 # 11.29 # 1.709& 25
26 2.072& 6.651& 2.098& 3.072& 10.83 # 70.00 " 101.2 " 90.05 " 53.38 " 13.97 # 10.37 # 1.562& 26
27 1.988& 2.552& 1.935& 3.075& 8.011# 76.00 " 87.00 " 79.12 " 49.12 " 13.81 # 10.28 # 1.534& 27
28 2.045& 1.511& 2.015& 3.012& 6.415# 73.95 " 76.95 " 87.22 " 53.82 " 15.99 # 9.055# 1.471& 28
29 2.250& 1.987& 2.924& 5.445# 116.7 " 68.62 " 77.16 " 59.90 " 13.84 # 8.107# 1.530& 29
30 2.197& 1.810& 2.973& 4.776# 162.8 " 62.38 " 64.98 " 60.44 " 13.87 # 7.208# 1.459& 30
31 2.159& 1.780& 4.493# 56.31 " 57.81 " 13.05 # 1.655& 31
Mean 1.516& 1.623& 1.321& 2.368& 6.984& 38.81 # 100.9 & 126.6 & 89.90 " 25.28 # 15.34 # 3.374&
Median 1.237& 1.493& 1.137& 2.211& 2.670& 23.69 # 80.40 & 87.22 & 76.89 " 21.85 # 8.814# 3.222&
Maximum 2.259& 6.651& 2.134& 5.952& 46.75 & 162.8 # 288.8 & 353.3 & 242.2 " 54.10 # 75.26 # 6.402&
Minimum 1.000& 0.673& 0.854& 1.500& 2.312& 5.134# 29.89 & 32.01 & 49.12 " 13.05 # 7.208# 1.459&
Total 47.00 & 45.44 & 40.93 & 71.04 & 216.5 &1164 #3130 &3925 &2697 " 783.8 # 460.3 # 104.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.76 & " ... Relative Uncertainty +/-10%
Ann. Median 7.324& # ... Relative Uncertainty +/-15%
Annual Total 12687 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 353.3 & 0.673&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.638& 1.211& 1.062& 3.241& 1.674& 12.11 # 9.424# 21.91 # 46.15 " 5.042# 2.146& 0.768& 1
2 1.556& 1.346& 1.075& 2.949& 1.657& 10.55 # 9.135# 18.84 # 38.24 " 5.603# 1.961& 0.778& 2
3 1.574& 1.281& 1.141& 2.687& 1.577& 9.476# 8.317# 16.77 # 27.89 9.314# 1.785& 0.838& 3
4 1.442& 1.302& 1.128& 2.815& 1.459& 8.497# 7.668# 15.96 # 22.82 7.361# 1.663& 0.836& 4
5 1.404& 1.335& 1.075& 2.870& 1.384& 8.126# 7.234# 14.49 # 19.39 # 5.192# 1.687& 0.866& 5
6 1.367& 1.307& 1.113& 2.954& 1.343& 7.868# 6.880# 14.01 # 15.76 # 5.303# 1.648& 0.897& 6
7 1.363& 1.434& 1.187& 2.771& 1.283& 7.184# 6.631# 13.67 # 19.76 # 4.268# 1.572& 0.978& 7
8 1.382& 1.311& 1.142& 2.818& 1.244& 6.455# 19.74 # 12.54 # 41.95 " 3.726& 1.501& 0.937& 8
9 1.320& 1.279& 1.102& 2.817& 1.259& 5.903# 166.1 " 11.57 # 53.25 " 3.326& 1.400& 0.830& 9
10 1.369& 1.451& 1.067& 2.560& 1.193& 5.785# 127.3 " 10.71 # 49.93 " 4.831& 2.239& 0.788& 10
11 1.295& 1.526& 1.057& 2.306& 1.221& 5.668# 117.4 " 10.72 # 36.85 " 7.459# 2.762& 0.776& 11
12 1.317& 1.479& 1.040& 2.233& 1.221& 5.254# 199.8 " 65.39 # 30.38 " 5.147# 2.021& 0.779& 12
13 1.216& 1.350& 1.132& 10.01 & 8.242& 5.101# 153.0 " 72.02 " 22.74 4.285& 1.607& 0.752& 13
14 1.152& 1.403& 1.178& 41.96 # 6.926& 20.57 # 98.49 " 54.87 " 19.34 # 3.853& 1.516& 0.741& 14
15 1.126& 1.412& 1.196& 35.49 # 2.722& 48.21 " 66.11 " 37.40 " 16.13 # 3.519& 1.468& 0.737& 15
16 1.079& 1.363& 1.151& 13.28 # 1.862& 33.99 " 49.46 " 27.00 14.27 # 3.003& 1.349& 0.757& 16
17 1.272& 1.247& 1.101& 9.503# 1.711& 26.67 39.00 " 22.14 12.71 # 2.808& 1.297& 0.825& 17
18 1.252& 1.204& 1.195& 6.273# 1.692& 19.53 # 30.07 20.34 # 11.13 # 2.413& 1.109& 0.767& 18
19 1.314& 1.249& 1.302& 4.828# 1.596& 15.56 # 25.90 18.10 # 10.69 # 2.434& 0.984& 0.777& 19
20 1.313& 1.199& 1.254& 4.034& 1.517& 13.25 # 23.32 18.66 # 10.03 # 5.871& 0.966& 1.586& 20
21 1.372& 1.214& 1.255& 3.566& 5.616& 10.58 # 21.77 19.62 # 9.233# 9.453# 1.034& 1.076& 21
22 1.354& 1.123& 46.90 & 3.264& 77.25 # 9.261# 20.03 # 31.92 8.268# 4.695& 0.980& 0.872& 22
23 1.299& 1.188& 91.55 " 2.936& 78.93 " 67.27 # 18.32 # 24.21 7.491# 3.246& 0.913& 0.868& 23
24 1.370& 1.072& 35.29 " 2.650& 44.28 " 38.75 " 17.54 # 22.26 # 7.003# 2.821& 1.009& 0.886& 24
25 1.329& 1.113& 19.53 # 2.387& 25.28 # 32.62 16.86 # 18.09 # 7.285# 2.425& 1.057& 0.855& 25
26 1.306& 1.070& 12.09 # 2.146& 16.28 # 22.50 # 21.02 # 16.21 # 6.764# 2.541& 0.988& 0.945& 26
27 1.242& 1.015& 8.318# 1.974& 63.96 " 16.78 # 24.99 # 14.78 # 6.241# 2.507& 0.900& 0.899& 27
28 1.258& 1.088& 5.976# 1.813& 39.74 " 13.72 # 23.45 13.26 # 5.890# 4.381& 0.837& 0.927& 28
29 1.261& 4.832# 1.759& 27.96 11.63 # 41.93 " 13.55 # 5.555# 3.211& 0.780& 0.893& 29
30 1.239& 4.069& 1.668& 19.21 # 10.18 # 29.91 17.40 # 5.494# 2.721& 0.726& 0.881& 30
31 1.246& 3.528& 14.64 # 27.10 28.48 # 2.517& 0.838& 31
Mean 1.323& 1.270& 8.260& 6.086& 14.70 & 16.97 # 46.26 # 23.13 # 19.62 # 4.364& 1.397& 0.869&
Median 1.314& 1.280& 1.187& 2.844& 1.711& 11.10 # 23.45 # 18.10 # 15.01 # 3.853& 1.374& 0.838&
Maximum 1.638& 1.526& 91.55 & 41.96 & 78.93 & 67.27 # 199.8 # 72.02 # 53.25 # 9.453& 2.762& 1.586&
Minimum 1.079& 1.015& 1.040& 1.668& 1.193& 5.101# 6.631# 10.71 # 5.494# 2.413& 0.726& 0.737&
Total 41.02 & 35.57 & 256.0 & 182.5 & 455.9 & 509.1 #1434 # 717.0 # 588.7 # 135.2 & 41.90 & 26.95 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12.12 & " ... Relative Uncertainty +/-10%
Ann. Median 2.821& # ... Relative Uncertainty +/-15%
Annual Total 4424 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 199.8 & 0.726&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.805& 1.993& 12.26 # 0.641& 1.611& 39.69 " 225.5 & 286.8 " 55.58 " 67.04 " 16.45 # 9.082# 1
2 0.827& 1.217& 6.499& 0.622& 1.204& 106.6 " 186.0 & 266.6 " 112.1 " 60.06 " 14.75 # 8.751# 2
3 0.818& 1.029& 2.188& 0.644& 1.039& 53.73 " 165.5 & 274.5 " 117.5 " 57.75 " 21.73 # 8.068# 3
4 0.849& 0.887& 1.153& 0.619& 0.967& 30.99 " 116.3 & 217.9 " 121.2 " 52.93 " 29.03 9.116# 4
5 5.985& 0.803& 0.920& 0.617& 0.942& 18.62 # 80.72 & 149.4 " 101.0 " 46.11 " 23.84 9.651# 5
6 4.522& 0.821& 0.893& 0.609& 0.910& 12.84 # 59.99 & 110.7 " 79.56 " 40.75 " 27.79 26.45 # 6
7 3.516& 0.786& 0.820& 0.680& 0.910& 9.181# 46.59 & 86.34 " 64.84 " 36.62 31.12 " 36.44 " 7
8 1.375& 0.797& 0.816& 0.671& 0.913& 6.737# 38.31 & 77.80 " 54.64 " 35.31 37.87 " 35.77 " 8
9 0.894& 0.777& 0.750& 0.681& 0.906& 5.248# 32.68 & 73.03 " 47.91 " 35.19 " 28.61 26.33 9
10 0.720& 0.769& 0.783& 0.700& 0.865& 4.603# 29.32 & 63.60 " 43.70 " 32.28 23.87 21.85 # 10
11 0.730& 0.733& 0.769& 0.923& 0.839& 4.459# 41.47 & 54.18 " 40.33 " 28.86 20.47 # 18.01 # 11
12 0.668& 0.801& 0.753& 0.804& 0.832& 4.177# 44.70 & 47.92 " 38.31 " 26.70 17.89 # 33.45 # 12
13 0.641& 0.858& 0.761& 0.765& 0.864& 3.954& 37.06 & 53.27 " 36.16 28.77 15.98 # 116.8 " 13
14 0.625& 0.751& 0.740& 0.762& 0.850& 10.90 & 30.77 & 168.6 " 34.42 28.16 14.70 # 70.00 " 14
15 0.607& 0.736& 0.684& 0.715& 0.949& 27.22 # 53.64 & 164.3 " 36.12 " 26.71 13.33 # 46.27 " 15
16 0.602& 0.729& 0.679& 0.662& 1.009& 30.41 " 54.13 & 186.6 " 81.73 " 24.98 12.09 # 29.80 16
17 0.545& 0.721& 0.706& 0.725& 1.852& 17.53 # 43.96 & 141.7 " 175.2 " 22.89 12.69 # 21.99 # 17
18 0.559& 0.731& 0.724& 0.698& 1.408& 18.43 # 33.04 & 103.7 " 178.5 " 31.66 " 12.52 # 18.63 # 18
19 0.552& 0.713& 0.721& 0.680& 1.068& 20.06 # 27.85 & 80.91 " 178.5 " 29.02 11.35 # 15.79 # 19
20 0.557& 0.751& 0.719& 0.663& 88.74 & 18.35 # 36.77 & 67.12 " 129.4 " 26.52 10.17 # 12.63 # 20
21 0.546& 0.734& 0.699& 0.694& 48.68 " 13.03 # 41.39 & 58.19 " 146.0 " 24.70 9.721# 10.67 # 21
22 0.537& 0.720& 0.700& 0.676& 24.52 # 10.10 # 52.84 & 374.5 & 183.6 " 22.67 9.013# 9.863# 22
23 0.630& 0.688& 0.690& 0.699& 14.54 # 8.329# 55.49 " 368.1 & 142.3 " 22.77 7.654# 8.632# 23
24 0.636& 0.686& 0.688& 0.757& 9.090# 52.14 # 45.25 " 265.4 " 102.7 " 20.32 # 6.669# 7.606# 24
25 0.721& 0.697& 0.670& 0.763& 6.090# 222.4 " 37.50 " 194.5 " 82.10 " 28.21 # 6.304# 6.579# 25
26 0.670& 0.699& 0.658& 0.782& 4.356& 123.3 " 33.03 135.4 " 90.88 " 27.39 " 5.831# 5.949# 26
27 0.661& 0.704& 0.640& 9.299& 3.171& 73.12 " 31.40 " 105.0 " 139.4 " 41.52 " 5.726# 5.726# 27
28 0.616& 17.73 & 0.638& 11.04 & 2.592& 181.8 " 170.4 " 86.21 " 130.3 " 32.96 5.472# 5.217# 28
29 13.93 & 0.645& 7.087# 2.835& 222.7 & 215.8 " 73.15 " 104.0 " 27.05 8.057# 4.498# 29
30 7.832& 0.629& 2.785& 56.19 " 208.6 & 285.7 & 64.76 " 82.07 " 22.87 7.170# 4.645# 30
31 5.193& 0.629& 26.34 " 345.6 & 60.68 " 18.78 # 4.353# 31
Mean 1.883& 1.431& 1.343& 1.615& 9.907& 51.98 & 87.07 & 143.9 & 97.69 " 33.15 # 15.59 # 20.92 #
Median 0.670& 0.751& 0.721& 0.698& 1.204& 18.53 & 45.25 & 105.0 & 95.95 " 28.77 # 13.01 # 10.67 #
Maximum 13.93 & 17.73 & 12.26 & 11.04 & 88.74 & 222.7 & 345.6 & 374.5 & 183.6 " 67.04 # 37.87 # 116.8 #
Minimum 0.537& 0.686& 0.629& 0.609& 0.832& 3.954& 27.85 & 47.92 & 34.42 " 18.78 # 5.472# 4.353#
Total 58.37 & 40.06 & 41.62 & 48.46 & 307.1 &1559 &2699 &4462 &2930 "1027 # 467.9 # 648.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.15 & " ... Relative Uncertainty +/-10%
Ann. Median 12.52 & # ... Relative Uncertainty +/-15%
Annual Total 14291 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 374.5 & 0.537&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.416# 10.25 # 8.608# 7.419# 12.26 # 3.699& 26.10 45.57 " 24.03 # 30.57 3.794& 14.62 # 1
2 4.272# 11.54 # 9.085# 8.531# 7.575# 3.718& 20.76 # 50.49 " 22.85 24.10 " 3.564& 11.54 # 2
3 4.620# 14.52 # 9.155# 8.682# 6.601# 3.668& 17.00 # 89.46 " 42.40 # 27.76 " 4.054& 8.534# 3
4 6.171# 11.46 # 8.585# 6.858# 26.21 # 3.678& 14.07 # 83.72 " 126.0 " 23.52 43.75 # 6.830# 4
5 5.763# 8.754# 8.261# 10.07 # 27.40 # 3.836& 11.06 # 64.28 " 130.9 " 18.89 # 30.93 " 7.345# 5
6 7.675# 8.380# 8.145# 8.359# 25.65 # 5.055& 11.11 # 70.18 " 102.1 " 16.12 # 27.40 8.270# 6
7 7.520# 7.803# 8.963# 8.686# 26.59 # 37.74 # 15.67 # 98.10 " 70.01 " 14.69 # 20.30 # 6.039# 7
8 8.114# 7.694# 8.964# 9.827# 47.96 " 55.83 " 12.16 # 72.97 " 49.02 " 13.11 # 13.82 # 4.900# 8
9 8.285# 5.995# 8.650# 9.807# 30.24 21.88 # 11.13 # 50.22 " 37.27 " 12.36 # 10.11 # 4.211& 9
10 8.960# 5.036& 8.498# 9.377# 21.37 # 24.76 # 16.32 # 35.35 " 29.54 11.31 # 8.047# 3.522& 10
11 9.053# 5.938# 8.282# 9.061# 15.75 # 68.01 " 14.09 # 27.22 30.20 10.11 # 6.899# 3.173& 11
12 8.491# 5.816# 8.043# 9.601# 12.42 # 90.76 " 14.08 # 61.47 " 23.99 9.325# 5.813# 72.19 & 12
13 8.824# 5.764# 9.253# 9.553# 10.34 # 139.0 " 12.24 # 112.0 " 20.36 # 10.55 # 5.201# 50.89 " 13
14 9.058# 8.105# 9.551# 9.033# 9.172# 111.3 " 10.62 # 85.70 " 19.02 # 11.81 # 4.871# 18.09 # 14
15 9.301# 9.117# 9.326# 8.810# 8.499# 98.92 " 9.305# 62.69 " 17.33 # 10.54 # 4.131# 12.82 # 15
16 9.270# 8.631# 8.010# 8.736# 7.973# 69.53 " 17.43 # 49.42 " 15.41 # 10.15 # 3.781& 9.156# 16
17 9.479# 8.421# 7.685# 8.456# 7.527# 49.96 " 17.96 # 45.36 " 19.88 # 9.436# 3.411& 7.102# 17
18 9.680# 9.059# 7.501# 9.855# 6.987# 37.44 " 15.43 # 34.24 " 25.55 " 8.936# 2.957& 5.918# 18
19 9.535# 8.691# 7.433# 8.915# 6.772# 71.44 " 13.05 # 26.38 19.18 # 8.264# 2.809& 5.024# 19
20 14.50 # 9.888# 7.532# 7.686# 6.636# 80.59 " 11.15 # 22.82 24.62 # 7.740# 2.918& 4.515# 20
21 12.67 # 10.53 # 7.282# 7.760# 5.829# 86.72 " 9.983# 36.09 " 31.42 # 7.038# 2.707& 4.110& 21
22 11.04 # 10.57 # 7.220# 7.918# 5.303# 65.53 " 8.953# 43.44 " 43.99 " 9.081# 2.564& 3.784& 22
23 10.94 # 10.72 # 6.075# 7.701# 5.114# 46.36 " 7.963# 28.42 34.40 8.923# 2.204& 3.503& 23
24 10.65 # 10.50 # 6.513# 7.160# 4.712# 35.61 " 7.201# 20.51 # 25.74 7.189# 2.326& 2.705& 24
25 10.18 # 10.33 # 6.783# 7.028# 4.489# 29.61 6.587# 18.32 # 35.67 " 6.273# 3.616& 2.633& 25
26 9.825# 10.14 # 6.639# 6.780# 4.186# 28.35 " 6.166# 16.40 # 37.51 " 5.756# 2.945& 2.144& 26
27 10.03 # 8.692# 7.025# 6.874# 4.073# 58.54 " 5.785# 15.22 # 88.83 " 4.977# 3.391& 2.215& 27
28 9.237# 9.699# 6.718# 17.01 # 3.904& 53.43 " 5.662# 16.20 # 78.05 " 4.682# 10.77 & 1.973& 28
29 9.466# 9.756# 6.608# 32.00 # 3.625& 41.31 " 5.501# 15.26 # 60.66 " 4.278# 41.52 " 1.772& 29
30 10.14 # 7.010# 28.19 # 3.556& 31.98 5.185# 15.35 # 42.06 " 4.095# 16.79 # 1.784& 30
31 10.26 # 7.204# 3.620& 34.16 # 16.21 # 3.926& 1.455& 31
Mean 8.951# 9.029& 7.891# 10.19 # 12.01 & 48.61 & 12.70 # 46.10 # 44.27 # 11.47 & 9.914& 9.445&
Median 9.270# 9.059& 8.010# 8.711# 7.527& 43.83 & 11.15 # 43.44 # 32.91 # 9.436& 4.093& 4.900&
Maximum 14.50 # 14.52 & 9.551# 32.00 # 47.96 & 139.0 & 34.16 # 112.0 # 130.9 # 30.57 & 43.75 & 72.19 &
Minimum 4.272# 5.036& 6.075# 6.780# 3.556& 3.668& 5.185# 15.22 # 15.41 # 3.926& 2.204& 1.455&
Total 277.4 # 261.8 & 244.6 # 305.7 # 372.3 &1458 & 393.9 #1429 #1328 # 355.5 & 297.4 & 292.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.17 & " ... Relative Uncertainty +/-10%
Ann. Median 9.473& # ... Relative Uncertainty +/-15%
Annual Total 7017 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 139.0 & 1.455&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.681& 1.208& 0.921& 1.451& 1.415& 19.59 # 4.943# 83.37 " 130.8 " 145.5 " 15.37 # 9.734# 1
2 1.433& 1.153& 0.912& 1.282& 19.22 & 13.16 # 4.599# 70.57 " 100.2 " 108.3 " 14.80 # 7.121# 2
3 1.771& 1.609& 0.961& 1.223& 21.94 # 10.28 # 5.405# 52.89 " 101.9 " 88.25 " 14.41 # 5.738# 3
4 1.603& 1.322& 0.983& 1.106& 7.752# 8.662# 6.914# 41.01 " 126.2 " 74.79 " 13.60 # 4.892# 4
5 1.740& 1.071& 0.987& 1.149& 5.498# 8.050# 5.640# 43.02 " 106.0 " 70.72 " 14.03 # 4.410# 5
6 1.663& 1.022& 0.920& 1.156& 4.610# 7.351# 5.084# 63.64 " 81.98 " 72.26 " 13.45 # 4.286& 6
7 3.087& 1.045& 0.887& 1.174& 8.005& 6.380# 4.625# 70.91 " 69.82 " 66.18 " 12.87 # 3.854& 7
8 2.033& 1.021& 0.875& 1.034& 127.0 " 5.694# 4.232# 331.5 & 63.24 " 58.95 ! 12.05 # 3.977& 8
9 1.943& 0.961& 0.898& 1.016& 104.1 " 25.19 # 37.66 # 339.0 & 54.97 " 54.82 ! 11.87 # 4.057& 9
10 2.001& 0.919& 0.886& 1.009& 86.33 " 33.32 # 109.1 " 224.4 " 52.13 " 52.30 ! 11.10 # 3.651& 10
11 2.093& 0.885& 33.45 & 1.032& 67.56 " 20.99 # 59.98 " 175.8 " 115.4 " 49.85 ! 9.568# 3.635& 11
12 1.527& 0.916& 9.761# 1.093& 37.00 " 16.94 # 45.10 " 130.2 " 181.6 " 47.48 ! 9.183# 3.455& 12
13 1.948& 0.905& 3.299& 1.156& 22.72 # 13.10 # 24.44 # 118.2 " 164.4 " 45.11 ! 8.640# 3.423& 13
14 1.674& 0.992& 24.79 & 1.255& 17.32 # 10.84 # 17.13 # 100.7 " 291.0 & 42.73 ! 7.617# 3.169& 14
15 1.701& 0.972& 37.39 # 1.479& 12.75 # 8.824# 14.80 # 122.8 " 241.1 " 40.41 ! 7.123# 3.102& 15
16 2.079& 0.913& 7.228# 1.790& 10.92 # 7.976# 69.79 # 120.8 " 195.1 " 38.16 ! 6.607# 3.046& 16
17 1.592& 0.952& 3.293& 2.155& 18.82 # 10.04 # 100.9 " 104.5 " 266.7 " 35.81 ! 6.419# 3.005& 17
18 1.986& 0.874& 2.330& 1.958& 11.41 # 8.338# 72.20 " 83.16 " 208.5 " 34.15 6.125# 3.013& 18
19 1.399& 0.861& 1.989& 1.678& 10.46 # 6.997# 44.28 " 67.48 " 158.3 " 38.52 " 5.906# 2.824& 19
20 2.209& 0.841& 1.675& 1.535& 17.69 # 6.171# 27.26 56.87 " 162.3 " 59.96 " 6.024# 2.943& 20
21 1.638& 0.879& 1.626& 1.962& 12.04 # 5.484# 20.08 # 49.30 " 163.3 " 47.65 " 6.013# 2.314& 21
22 1.672& 0.917& 1.411& 7.457& 9.669# 5.047# 16.50 # 43.84 " 224.5 " 40.87 " 5.129# 2.601& 22
23 1.739& 0.935& 1.269& 3.236& 8.340# 6.412# 19.90 # 39.71 " 283.3 " 32.78 4.898# 3.104& 23
24 1.284& 0.963& 1.251& 3.008& 7.082# 16.76 # 150.4 " 36.18 260.7 " 28.80 4.953# 3.012& 24
25 1.629& 0.858& 1.477& 2.656& 6.267# 13.18 # 114.9 " 35.04 " 195.2 " 25.40 5.009# 2.897& 25
26 1.215& 0.849& 28.26 # 2.260& 5.765# 11.12 # 127.5 " 51.94 " 153.6 " 24.09 5.036# 3.428& 26
27 1.805& 0.830& 12.03 # 1.935& 5.970# 9.227# 154.8 " 89.53 " 128.2 " 22.54 4.812# 4.523& 27
28 1.415& 0.887& 5.078# 1.814& 6.638# 7.791# 134.6 " 298.6 & 109.4 " 19.77 # 4.488# 4.637# 28
29 1.499& 3.280& 1.672& 7.242# 6.535# 89.79 " 256.6 " 112.6 " 18.87 # 5.301# 5.003# 29
30 1.386& 2.236& 1.473& 34.29 # 5.612# 61.42 " 204.6 " 163.6 " 17.92 # 8.711# 5.125# 30
31 1.116& 1.856& 23.53 82.01 " 183.5 " 16.07 # 5.461# 31
Mean 1.728& 0.984& 6.266& 1.807& 23.85 & 11.17 # 52.78 # 119.0 & 155.5 & 49.00 ! 8.706# 4.047&
Median 1.674& 0.927& 1.675& 1.476& 11.41 & 8.743# 37.66 # 83.37 & 155.9 & 42.73 ! 7.370# 3.635&
Maximum 3.087& 1.609& 37.39 & 7.457& 127.0 & 33.32 # 154.8 # 339.0 & 291.0 & 145.5 ! 15.37 # 9.734&
Minimum 1.116& 0.830& 0.875& 1.009& 1.415& 5.047# 4.232# 35.04 & 52.13 & 16.07 ! 4.488# 2.314&
Total 53.56 & 27.56 & 194.2 & 54.20 & 739.4 & 335.1 #1636 #3690 &4667 &1519 ! 261.1 # 125.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.45 ! ! ... Not reviewed / Quality not known
Ann. Median 7.228! " ... Relative Uncertainty +/-10%
Annual Total 13304 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 339.0 ! 0.830!
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.292# 6.714# 0.729& 3.086& 1.552& 18.58 # 28.70 78.95 " 162.9 " 66.18 " 12.90 # 9.759# 1
2 5.542# 6.624# 0.697& 1.812& 1.465& 16.04 # 122.7 " 69.76 " 114.2 " 54.21 " 12.52 # 8.589# 2
3 5.568# 6.377# 0.926& 1.358& 1.163& 14.05 # 166.1 " 60.86 " 91.19 " 44.91 " 12.47 # 7.468# 3
4 6.709# 6.205# 0.800& 1.111& 1.105& 12.67 # 123.4 " 55.50 " 73.76 " 39.65 " 11.42 # 6.636# 4
5 6.069# 5.925# 0.567& 0.939& 1.067& 11.42 # 105.7 " 50.88 " 65.62 " 68.08 " 10.59 # 6.252# 5
6 5.829# 5.998# 0.625& 0.858& 1.132& 10.25 # 183.7 " 48.25 " 74.04 " 70.27 " 10.49 # 5.923# 6
7 5.283# 6.089# 0.641& 0.764& 24.28 & 9.481# 220.3 " 49.15 " 85.91 " 61.65 " 10.56 # 5.961# 7
8 4.894# 6.215# 0.606& 0.742& 107.5 " 8.939# 251.0 " 55.56 " 125.7 " 50.87 " 9.859# 5.323# 8
9 5.274# 6.277# 0.638& 0.712& 70.15 " 9.504# 187.2 " 49.47 " 128.6 " 42.36 " 9.431# 4.783# 9
10 4.913# 6.732# 0.651& 0.671& 46.13 " 40.60 # 134.9 " 43.48 " 107.0 " 36.30 " 11.40 # 4.294# 10
11 4.429# 6.585# 0.660& 0.851& 26.80 32.94 " 100.6 " 38.87 " 86.69 " 32.93 9.876# 3.980& 11
12 3.583& 6.804# 0.587& 0.667& 17.21 # 23.53 # 81.54 " 35.07 72.11 " 30.10 8.734# 4.026# 12
13 2.751& 6.011# 0.672& 0.680& 11.74 # 16.82 # 67.23 " 31.92 61.76 " 27.02 8.559# 3.902& 13
14 2.927& 5.727# 1.288& 0.658& 8.801# 13.46 # 114.0 " 29.52 53.06 " 24.29 8.624# 4.090# 14
15 4.297& 3.909& 2.591& 1.176& 7.238# 11.40 # 105.9 " 28.23 47.52 " 23.30 8.939# 4.160# 15
16 2.921& 2.615& 3.166& 1.151& 6.103# 10.13 # 91.22 " 27.50 44.39 " 22.51 8.894# 4.209# 16
17 3.410& 2.071& 3.774& 0.658& 5.304# 50.60 # 73.87 " 27.88 " 39.93 " 19.69 # 7.927# 4.041# 17
18 2.174& 1.616& 4.294# 0.623& 5.055# 161.9 " 61.63 " 85.66 " 35.47 20.57 # 7.460# 3.680& 18
19 2.005& 1.180& 4.442# 0.639& 6.539# 175.2 " 61.73 " 94.00 " 32.59 29.15 " 6.925# 3.401& 19
20 1.574& 1.250& 4.527# 0.685& 8.554# 143.0 " 75.05 " 89.17 " 30.83 28.87 7.208# 3.238& 20
21 1.712& 0.818& 4.374# 0.653& 19.09 # 150.8 " 78.16 " 88.78 " 83.58 " 24.47 8.745# 3.177& 21
22 1.768& 1.051& 4.697# 0.658& 20.41 # 228.9 " 236.9 " 98.33 " 158.8 " 21.22 # 10.43 # 2.959& 22
23 2.228& 0.826& 5.036# 0.649& 206.2 " 174.1 " 230.1 " 79.37 " 112.0 " 19.91 # 10.01 # 2.567& 23
24 2.519& 0.712& 5.222# 0.659& 187.6 " 116.3 " 191.7 " 64.31 " 77.13 " 18.15 # 8.700# 2.248& 24
25 1.770& 0.726& 5.113# 0.688& 122.9 " 81.78 " 143.8 " 52.47 " 60.02 " 16.87 # 8.073# 2.140& 25
26 1.867& 0.718& 5.311# 1.804& 80.94 " 63.23 " 198.0 " 45.17 " 50.10 " 16.22 # 10.01 # 1.982& 26
27 3.326& 0.699& 5.347# 5.224& 66.65 " 49.90 " 209.7 " 40.28 " 89.53 " 15.17 # 18.44 # 1.942& 27
28 2.420& 0.971& 4.608# 10.84 & 53.77 " 41.66 " 183.3 " 37.20 " 102.5 " 14.04 # 13.24 # 1.894& 28
29 2.417& 7.458& 7.343# 35.27 " 37.30 " 138.3 " 115.0 " 97.76 " 13.34 # 12.49 # 1.888& 29
30 3.121& 11.95 # 2.684& 26.73 33.45 109.8 " 320.8 & 80.52 " 13.31 # 11.40 # 1.781& 30
31 4.464& 5.733# 21.89 # 93.02 " 249.6 " 13.33 # 1.781& 31
Mean 3.647& 3.837& 3.153& 1.702& 38.73 & 58.94 # 134.5 " 72.30 & 81.52 " 31.58 # 10.21 # 4.131&
Median 3.326& 4.818& 3.166& 0.753& 19.09 & 33.19 # 122.7 " 52.47 & 78.83 " 24.47 # 9.944# 3.980&
Maximum 6.709& 6.804& 11.95 & 10.84 & 206.2 & 228.9 # 251.0 " 320.8 & 162.9 " 70.27 # 18.44 # 9.759&
Minimum 1.574& 0.699& 0.567& 0.623& 1.067& 8.939# 28.70 " 27.50 & 30.83 " 13.31 # 6.925# 1.781&
Total 113.0 & 107.4 & 97.73 & 51.04 &1200 &1768 #4170 "2241 &2445 " 979.0 # 306.3 # 128.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 37.28 & " ... Relative Uncertainty +/-10%
Ann. Median 10.13 & # ... Relative Uncertainty +/-15%
Annual Total 13608 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 320.8 & 0.567&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.831& 4.580# 1.018& 1.295& 1.435& 4.585# 11.18 # 107.1 " 62.42 " 12.78 # 35.18 " 3.100& 1
2 1.785& 10.14 # 1.008& 1.286& 1.407& 11.34 # 10.58 # 76.41 " 49.34 " 12.41 # 53.41 " 3.139& 2
3 1.764& 35.90 # 0.927& 1.188& 2.739& 13.15 # 10.06 # 53.43 " 42.11 " 11.95 # 41.29 " 2.887& 3
4 1.748& 12.11 # 0.917& 1.072& 2.643& 8.697# 9.566# 41.30 " 41.10 " 11.48 # 27.39 2.843& 4
5 1.620& 8.089# 0.918& 1.005& 1.523& 7.133# 17.28 # 34.87 45.94 " 14.07 # 19.23 # 8.999& 5
6 1.558& 6.401# 0.908& 1.030& 1.748& 7.083# 15.01 # 30.80 47.74 " 10.94 # 15.29 # 11.61 # 6
7 1.453& 5.194# 0.970& 2.406& 1.564& 6.618# 33.20 # 28.57 45.96 " 9.207# 13.51 # 11.38 # 7
8 1.325& 4.367# 0.921& 2.677& 1.424& 5.960# 33.28 " 81.71 " 38.38 " 9.369# 10.96 # 7.950# 8
9 1.306& 3.764& 0.904& 7.085& 1.354& 5.241# 23.92 104.8 " 32.53 8.662# 9.028# 5.855# 9
10 1.211& 3.331& 0.890& 16.70 # 1.460& 4.732# 18.91 # 83.66 " 37.16 " 8.088# 7.942# 4.649# 10
11 1.185& 2.812& 0.942& 9.253# 1.450& 4.387# 14.73 # 62.21 " 42.42 " 7.620# 6.973# 3.821& 11
12 1.145& 2.766& 0.946& 8.227# 1.301& 4.277# 12.45 # 49.73 " 105.1 " 7.194# 6.742# 3.447& 12
13 1.124& 2.820& 0.985& 5.877# 1.260& 4.174# 10.86 # 42.26 " 90.06 " 7.007# 5.997# 3.229& 13
14 1.189& 2.675& 3.106& 4.509# 1.255& 3.832& 9.952# 37.23 " 69.97 " 9.824# 5.768# 3.113& 14
15 1.206& 2.064& 1.380& 3.402& 1.181& 3.604& 9.263# 33.41 52.42 " 12.01 # 6.028# 2.971& 15
16 1.103& 1.702& 1.190& 2.720& 4.346& 3.393& 8.487# 29.44 42.12 " 10.08 # 5.499# 2.960& 16
17 1.100& 1.400& 1.289& 2.379& 103.7 & 3.245& 7.945# 59.37 " 36.14 8.401# 5.222# 2.711& 17
18 1.065& 1.333& 3.927& 2.142& 143.4 " 7.346& 7.767# 101.8 " 32.26 8.556# 5.350# 2.431& 18
19 1.043& 1.306& 1.780& 2.036& 54.99 " 18.41 # 8.321# 99.10 " 29.29 10.48 # 5.458# 2.386& 19
20 1.039& 1.220& 1.900& 1.870& 31.12 " 47.82 " 201.9 & 163.4 " 25.93 9.798# 4.631# 2.344& 20
21 0.990& 1.149& 2.014& 1.691& 18.12 # 199.7 " 229.9 " 176.9 " 24.16 9.094# 4.127& 2.228& 21
22 0.941& 1.080& 1.745& 1.743& 13.12 # 183.2 " 153.9 " 186.8 " 21.97 8.556# 3.854& 2.012& 22
23 1.007& 1.023& 1.509& 1.680& 12.04 # 111.5 " 116.6 " 139.1 " 20.20 # 7.689# 3.691& 2.118& 23
24 1.013& 0.996& 1.368& 1.514& 9.791# 63.14 " 79.35 " 96.33 " 18.02 # 7.632# 3.832& 2.028& 24
25 0.994& 1.157& 1.408& 1.490& 7.966# 38.89 " 60.56 " 73.20 " 17.16 # 6.670# 3.579& 1.925& 25
26 0.978& 1.144& 1.275& 1.564& 6.810# 26.89 46.05 " 59.08 " 16.81 # 6.766# 3.294& 1.793& 26
27 1.043& 1.070& 1.495& 1.477& 6.062# 20.36 # 37.36 " 50.19 " 15.62 # 6.605# 3.309& 1.621& 27
28 1.160& 0.999& 1.145& 1.381& 5.530# 16.30 # 33.92 44.84 " 14.47 # 6.104# 3.161& 1.486& 28
29 14.11 & 1.279& 1.443& 5.306# 13.83 # 36.91 " 48.36 " 13.97 # 5.773# 3.084& 1.355& 29
30 18.18 # 1.294& 1.492& 5.047# 12.18 # 45.83 " 89.12 " 12.59 # 14.44 # 3.063& 1.397& 30
31 5.765# 1.176& 4.769# 118.4 " 72.77 " 71.80 " 1.378& 31
Mean 2.355& 4.379& 1.372& 3.121& 14.70 & 28.70 & 46.25 & 76.05 " 38.11 # 11.32 # 10.86 & 3.586&
Median 1.185& 2.369& 1.190& 1.717& 4.346& 8.022& 18.91 & 62.21 " 36.65 # 9.094# 5.633& 2.843&
Maximum 18.18 & 35.90 & 3.927& 16.70 & 143.4 & 199.7 & 229.9 & 186.8 " 105.1 # 71.80 # 53.41 & 11.61 &
Minimum 0.941& 0.996& 0.890& 1.005& 1.181& 3.245& 7.767& 28.57 " 12.59 # 5.773# 3.063& 1.355&
Total 72.99 & 122.6 & 42.53 & 93.64 & 455.9 & 861.1 &1433 &2357 "1143 # 351.0 # 325.9 & 111.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.19 & " ... Relative Uncertainty +/-10%
Ann. Median 5.877& # ... Relative Uncertainty +/-15%
Annual Total 7372 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 229.9 & 0.890&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.297& 5.465# 0.939& 1.442& 10.77 # 28.39 43.33 " 52.43 " 118.0 " 72.33 " 21.16 # 4.844# 1
2 1.266& 4.008& 0.921& 1.237& 7.912# 24.20 35.39 47.02 " 98.76 " 72.69 " 18.82 # 4.975# 2
3 1.174& 3.399& 1.123& 1.115& 7.147# 21.75 30.39 42.29 " 83.56 " 64.38 " 17.63 # 5.105# 3
4 1.178& 3.280& 0.836& 0.949& 6.404# 36.08 " 26.13 56.05 " 74.74 " 58.74 " 16.46 # 5.139# 4
5 1.176& 2.525& 0.873& 0.922& 5.798# 27.34 23.49 57.43 " 67.63 " 54.93 " 15.07 # 5.021# 5
6 1.135& 1.950& 1.704& 0.983& 8.003# 27.61 " 21.75 51.03 " 62.39 " 52.32 " 14.64 # 5.274# 6
7 1.054& 2.467& 1.113& 1.205& 57.24 " 87.84 " 22.38 72.25 " 90.24 " 68.59 " 13.64 # 5.005# 7
8 1.211& 1.642& 0.748& 1.252& 31.91 " 59.54 " 118.1 " 135.7 " 106.5 " 110.5 " 12.59 # 4.606# 8
9 1.116& 1.198& 0.697& 1.618& 21.02 # 43.85 " 223.8 & 148.4 " 92.98 " 138.8 " 12.27 # 4.281# 9
10 1.082& 1.146& 0.658& 2.314& 13.39 # 38.87 " 352.9 & 132.3 " 79.91 " 104.8 " 11.77 # 4.223# 10
11 1.164& 1.075& 0.702& 2.666& 9.704# 35.96 " 240.4 " 110.6 " 69.63 " 78.18 " 13.33 # 4.183# 11
12 1.550& 1.025& 0.844& 3.471& 8.015# 38.38 " 150.1 " 104.4 " 60.33 " 62.75 " 12.83 # 6.423# 12
13 1.569& 1.005& 1.671& 2.712& 7.048# 96.12 " 102.5 " 84.15 " 52.59 " 56.33 " 12.38 # 6.974# 13
14 1.405& 1.560& 1.072& 2.620& 14.24 # 75.17 " 76.65 " 70.58 " 46.86 " 51.37 " 11.76 # 5.688# 14
15 1.220& 1.259& 0.729& 2.930& 17.10 # 55.24 " 62.97 " 64.85 " 46.01 " 61.63 " 12.22 # 4.610# 15
16 1.033& 0.882& 0.745& 2.278& 9.541# 41.90 " 83.90 " 60.53 " 47.41 " 60.03 " 17.24 # 4.054& 16
17 0.955& 0.927& 0.720& 2.013& 8.520# 33.45 165.1 " 127.7 " 44.86 " 50.12 " 17.17 # 3.829& 17
18 1.029& 0.896& 0.683& 12.25 & 8.611# 28.15 169.9 " 182.5 " 49.45 " 43.68 " 12.68 # 3.752& 18
19 3.874& 0.895& 1.336& 55.83 # 8.976# 34.43 " 120.9 " 138.2 " 92.36 " 40.30 " 12.13 # 3.652& 19
20 6.421& 1.080& 1.836& 19.48 # 7.618# 53.01 " 89.96 " 173.3 " 72.53 " 39.17 " 11.50 # 3.902& 20
21 9.378# 1.723& 1.045& 8.058# 106.5 # 42.25 " 156.5 " 148.5 " 57.24 " 34.84 10.49 # 3.374& 21
22 7.806# 1.240& 0.773& 5.027# 118.5 " 36.75 168.7 " 179.4 " 55.25 " 32.42 9.958# 3.346& 22
23 8.111# 0.986& 0.723& 3.691& 87.45 " 36.09 " 127.5 " 144.5 " 57.46 " 31.59 9.030# 3.207& 23
24 6.674# 0.994& 0.733& 3.030& 220.4 " 28.93 95.53 " 107.8 " 51.72 " 29.14 7.909# 3.164& 24
25 5.377# 1.093& 0.710& 15.56 & 177.7 " 54.95 " 75.87 " 86.76 " 121.4 " 27.09 7.212# 3.128& 25
26 3.933& 1.180& 3.419& 44.87 " 114.8 " 54.58 " 63.71 " 82.42 " 103.8 " 25.20 6.409# 3.077& 26
27 3.387& 1.273& 2.739& 27.33 # 74.44 " 41.82 " 56.64 " 300.6 & 110.4 " 23.88 6.075# 3.581& 27
28 3.704& 1.845& 1.411& 16.78 # 80.82 " 59.69 " 52.46 " 323.9 & 117.1 " 23.22 5.899# 3.544& 28
29 2.864& 1.229& 0.917& 13.98 # 59.98 " 71.43 " 47.83 " 220.4 " 94.22 " 23.98 5.909# 3.339& 29
30 5.578& 1.062& 12.56 # 44.46 " 55.95 " 45.64 " 151.3 " 76.98 " 28.20 5.058# 3.114& 30
31 8.055# 1.502& 34.48 61.62 " 134.8 " 22.99 3.007& 31
Mean 3.122& 1.698& 1.129& 9.008& 44.79 # 45.66 " 100.4 & 122.3 & 76.75 " 53.04 " 12.04 # 4.239&
Median 1.405& 1.229& 0.917& 2.821& 14.24 # 40.34 " 76.65 & 110.6 & 73.64 " 51.37 " 12.24 # 4.054&
Maximum 9.378& 5.465& 3.419& 55.83 & 220.4 # 96.12 " 352.9 & 323.9 & 121.4 " 138.8 " 21.16 # 6.974&
Minimum 0.955& 0.882& 0.658& 0.922& 5.798# 21.75 " 21.75 & 42.29 & 44.86 " 22.99 " 5.058# 3.007&
Total 96.77 & 49.24 & 34.98 & 270.2 &1388 #1369 "3112 &3792 &2302 "1644 " 361.3 # 131.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.76 & " ... Relative Uncertainty +/-10%
Ann. Median 14.11 & # ... Relative Uncertainty +/-15%
Annual Total 14555 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 352.9 & 0.658&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.866& 3.904& 8.918# 5.196# 2.521& 8.133# 63.45 # 211.4 " 71.26 " 55.58 " 16.30 # 4.896# 1
2 2.615& 4.589# 16.83 # 4.532# 2.573& 7.859# 88.43 " 167.0 " 70.05 " 49.93 " 14.47 # 4.595# 2
3 2.618& 3.798& 16.61 # 3.972& 2.376& 7.370# 61.90 " 124.4 " 57.93 " 43.45 " 13.17 # 4.298# 3
4 2.598& 2.948& 12.66 # 4.222& 2.291& 7.049# 39.78 " 117.4 " 51.00 " 38.23 " 13.34 # 6.496# 4
5 2.397& 2.660& 9.623# 5.189# 9.046# 6.428# 68.22 " 96.82 " 47.17 " 35.19 11.97 # 7.223# 5
6 2.383& 2.235& 8.812# 4.519# 10.02 # 6.117# 75.12 " 77.55 " 44.35 " 33.29 10.47 # 6.016# 6
7 2.323& 2.108& 8.472# 4.863# 5.327# 6.010# 139.6 " 65.74 " 41.32 " 34.92 9.874# 5.007# 7
8 2.464& 2.237& 7.416# 4.690# 4.116& 5.785# 110.5 " 84.56 " 39.53 " 32.87 8.997# 4.474# 8
9 2.270& 3.250& 7.036# 4.761# 3.919& 5.209# 72.10 " 351.3 & 38.04 31.21 8.557# 4.205# 9
10 2.453& 302.2 & 7.317# 4.691# 3.867& 4.721# 48.42 " 361.2 & 37.17 28.50 8.131# 4.107# 10
11 2.388& 259.6 & 6.314# 4.991# 3.557& 4.560# 40.98 " 249.7 " 40.31 " 28.37 7.972# 3.958# 11
12 2.026& 156.8 " 15.97 # 4.542# 3.318& 4.384# 46.26 " 344.4 & 40.89 " 27.11 7.910# 4.109# 12
13 2.082& 89.85 " 32.45 # 3.935& 3.262& 4.173# 67.12 " 339.3 & 38.00 " 25.16 9.955# 3.864& 13
14 2.056& 57.97 " 18.45 # 4.042& 3.242& 15.79 # 62.92 " 304.4 " 35.43 25.03 8.659# 3.437& 14
15 1.904& 42.82 " 16.62 # 4.035& 10.18 & 10.13 # 53.81 " 264.6 " 34.71 23.45 7.098# 3.349& 15
16 1.825& 30.94 " 13.35 # 3.775& 13.81 # 5.976# 75.96 " 235.7 " 33.30 31.89 " 6.819# 3.416& 16
17 1.901& 24.36 " 9.301# 3.766& 7.362# 5.133# 75.79 " 184.6 " 31.30 53.22 " 6.981# 11.15 & 17
18 2.329& 19.11 # 9.752# 4.148# 4.963# 4.845# 52.01 " 147.2 " 29.98 62.43 " 7.842# 21.21 # 18
19 2.119& 16.16 # 7.805# 3.616& 18.09 # 4.649# 74.04 " 155.6 " 28.82 46.16 " 9.571# 17.25 # 19
20 1.869& 14.36 # 8.219# 3.250& 38.88 " 4.595# 147.4 " 135.1 " 33.19 " 31.91 8.165# 11.84 # 20
21 1.817& 16.90 # 8.619# 3.255& 69.31 " 8.378# 142.9 " 112.0 " 58.64 " 26.47 7.891# 9.235# 21
22 1.982& 13.35 # 10.27 # 3.544& 55.97 " 131.1 " 175.4 " 96.72 " 79.50 " 28.13 6.968# 7.402# 22
23 2.016& 13.04 # 9.394# 3.026& 43.01 " 68.93 " 143.2 " 84.29 " 75.04 " 22.84 6.653# 6.266# 23
24 1.895& 13.18 # 7.946# 2.872& 28.83 46.02 " 123.6 " 75.35 " 92.87 " 20.55 # 6.078# 5.422# 24
25 2.060& 11.15 # 7.097# 3.308& 20.26 # 29.86 100.3 " 69.77 " 209.7 " 19.67 # 5.801# 4.696# 25
26 1.802& 10.26 # 6.432# 3.603& 17.59 # 19.32 # 85.48 " 64.46 " 177.8 " 23.86 # 5.573# 4.516# 26
27 1.685& 9.479# 5.683# 3.409& 16.04 # 14.82 # 77.38 " 59.52 " 112.3 " 29.36 5.627# 4.280# 27
28 1.525& 9.842# 6.761# 3.519& 11.69 # 11.50 # 134.9 " 55.33 " 94.02 " 26.69 5.842# 3.880& 28
29 1.638& 5.794# 3.012& 10.49 # 10.34 # 128.1 " 59.59 " 86.15 " 23.77 5.376# 3.613& 29
30 6.397& 5.227# 2.674& 9.445# 11.89 # 140.1 " 57.05 " 64.80 " 19.85 # 5.152# 3.503& 30
31 4.699& 5.292# 8.558# 143.7 " 57.78 " 17.42 # 3.263& 31
Mean 2.355& 40.68 & 10.33 # 3.965& 14.32 & 16.03 # 92.24 # 155.1 & 63.15 " 32.14 # 8.575# 6.161&
Median 2.082& 13.11 & 8.619# 3.953& 9.046& 7.210# 75.96 # 117.4 & 45.76 " 28.50 # 7.941# 4.516&
Maximum 6.397& 302.2 & 32.45 # 5.196& 69.31 & 131.1 # 175.4 # 361.2 & 209.7 " 62.43 # 16.30 # 21.21 &
Minimum 1.525& 2.108& 5.227# 2.674& 2.291& 4.173# 39.78 # 55.33 & 28.82 " 17.42 # 5.152# 3.263&
Total 73.00 &1139 & 320.4 # 118.9 & 443.9 & 481.1 #2859 #4810 &1894 " 996.6 # 257.2 # 190.9 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 37.22 & " ... Relative Uncertainty +/-10%
Ann. Median 10.13 & # ... Relative Uncertainty +/-15%
Annual Total 13586 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 361.2 & 1.525&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.318& 9.221# 3.530& 2.467& 3.935& 32.79 " 49.90 " 158.2 " 121.2 " 33.28 14.41 # 5.951# 1
2 3.394& 8.662# 3.391& 2.429& 4.869& 22.34 # 100.8 " 312.7 & 99.22 " 28.93 13.69 # 5.798# 2
3 3.415& 8.257# 3.347& 2.412& 5.592# 15.52 # 222.2 " 309.7 & 86.47 " 29.15 " 13.51 # 5.403# 3
4 3.367& 7.923# 3.170& 2.378& 4.944# 12.49 # 199.4 " 508.4 & 86.88 " 37.40 " 13.44 # 5.655# 4
5 3.075& 7.575# 2.940& 2.453& 4.077& 20.13 # 197.7 " 453.0 & 90.08 " 35.52 14.49 # 5.405# 5
6 3.013& 7.468# 2.908& 2.293& 4.198& 35.67 " 162.2 " 299.6 & 82.00 " 30.77 13.28 # 5.357# 6
7 2.983& 7.346# 3.006& 2.202& 5.675# 74.25 " 111.5 " 234.2 " 77.94 " 27.48 12.39 # 5.178# 7
8 2.832& 6.902# 3.049& 2.169& 4.664# 46.84 " 81.16 " 196.6 " 78.85 " 23.99 12.40 # 5.287# 8
9 2.737& 6.437# 2.922& 2.156& 3.517& 38.11 " 64.77 " 360.5 & 71.24 " 27.06 " 11.72 # 5.074# 9
10 3.033& 6.011# 2.729& 2.350& 3.096& 134.5 " 54.31 " 423.2 & 67.75 " 55.94 " 10.83 # 4.856# 10
11 2.996& 5.494# 2.501& 2.441& 2.810& 123.8 " 47.29 " 294.4 & 71.56 " 48.03 " 10.37 # 5.009# 11
12 3.045& 4.990# 2.830& 2.942& 2.594& 80.87 " 42.53 " 222.4 " 65.45 " 35.03 " 9.717# 4.716# 12
13 2.956& 4.811# 2.673& 2.989& 2.432& 55.89 " 50.24 " 175.4 " 60.63 " 29.95 9.086# 4.610# 13
14 2.809& 4.721# 2.879& 3.205& 2.298& 38.12 " 56.75 " 259.9 " 59.71 " 60.09 " 8.875# 4.303# 14
15 66.35 & 4.379# 3.062& 3.033& 2.200& 28.29 105.0 " 261.2 " 53.52 " 57.92 " 8.708# 4.411# 15
16 313.4 & 4.117# 3.086& 2.915& 2.138& 22.66 106.3 " 203.3 " 50.40 " 42.62 " 8.207# 4.315# 16
17 213.7 " 4.039# 2.988& 3.078& 2.118& 19.29 # 97.51 " 166.6 " 48.11 " 33.38 8.059# 4.247# 17
18 126.9 " 4.126# 2.713& 3.345& 2.042& 43.52 # 75.30 " 139.5 " 44.25 " 39.96 " 8.019# 4.246# 18
19 76.34 " 4.116# 2.530& 3.356& 2.007& 41.91 " 71.79 " 121.9 " 42.94 " 45.17 " 7.561# 3.981& 19
20 51.32 " 3.981# 2.550& 3.682& 1.958& 39.52 " 58.32 " 109.1 " 41.43 " 39.14 " 7.345# 3.826& 20
21 38.32 " 3.961& 2.666& 3.784& 1.958& 42.09 " 98.61 " 115.1 " 39.53 " 33.96 " 7.010# 3.670& 21
22 28.43 3.872& 2.738& 8.985& 2.032& 36.91 " 215.7 " 110.1 " 39.00 " 29.55 7.112# 3.325& 22
23 21.87 # 3.659& 2.731& 21.75 # 1.988& 27.89 189.4 " 89.84 " 37.05 27.88 9.237# 3.438& 23
24 19.27 # 3.512& 2.805& 13.39 # 8.364& 21.62 # 132.8 " 78.98 " 34.84 25.44 8.338# 3.379& 24
25 16.83 # 3.421& 2.824& 8.792# 92.62 " 18.02 # 142.2 " 72.74 " 32.70 24.06 7.636# 3.386& 25
26 15.12 # 3.343& 2.890& 6.551# 139.0 " 16.27 # 302.3 " 68.05 " 32.17 21.28 # 7.213# 3.190& 26
27 13.98 # 3.316& 3.055& 5.517# 102.7 " 157.4 " 252.5 " 64.32 " 30.52 21.21 7.077# 3.314& 27
28 13.33 # 3.458& 3.100& 4.672# 50.43 " 197.4 " 185.4 " 116.9 " 27.79 19.47 # 6.562# 3.388& 28
29 12.23 # 2.750& 4.185# 29.97 109.8 " 136.8 " 213.8 " 32.58 " 16.65 # 6.354# 3.189& 29
30 10.75 # 2.386& 3.902& 18.57 # 68.12 " 122.6 " 233.9 " 37.62 15.83 # 6.077# 3.308& 30
31 9.907# 2.344& 25.74 # 111.3 " 161.6 " 15.21 # 2.958& 31
Mean 35.20 & 5.326& 2.874& 4.528& 17.43 & 54.08 # 124.0 " 210.8 & 58.12 " 32.62 # 9.626# 4.328&
Median 10.75 & 4.550& 2.879& 3.056& 3.935& 38.11 # 106.3 " 196.6 & 51.96 " 29.95 # 8.791# 4.303&
Maximum 313.4 & 9.221& 3.530& 21.75 & 139.0 & 197.4 # 302.3 " 508.4 & 121.2 " 60.09 # 14.49 # 5.951&
Minimum 2.737& 3.316& 2.344& 2.156& 1.958& 12.49 # 42.53 " 64.32 & 27.79 " 15.21 # 6.077# 2.958&
Total 1091 & 149.1 & 89.09 & 135.8 & 540.5 &1622 #3845 "6536 &1743 "1011 # 288.7 # 134.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 47.09 & " ... Relative Uncertainty +/-10%
Ann. Median 12.40 & # ... Relative Uncertainty +/-15%
Annual Total 17188 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 508.4 & 1.958&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.107& 1.610& 1.530& 1.219& 2.700& 1.776& 87.34 " 24.06 197.4 " 15.90 # 46.99 " 3.516& 1
2 3.151& 1.652& 1.577& 1.270& 2.256& 1.596& 64.09 " 22.70 180.6 " 14.01 # 38.53 " 3.276& 2
3 3.240& 1.755& 1.516& 1.186& 1.950& 1.481& 50.11 " 22.18 188.1 " 14.38 # 28.73 3.147& 3
4 3.114& 1.695& 1.327& 1.266& 1.973& 1.434& 122.5 " 24.85 156.8 " 26.62 # 18.85 # 3.037& 4
5 2.948& 1.712& 1.434& 1.226& 2.087& 1.437& 335.2 & 104.2 " 118.5 " 51.51 " 13.86 # 3.090& 5
6 2.794& 1.649& 1.478& 1.267& 5.355& 1.478& 259.5 " 166.0 " 92.95 " 32.26 11.50 # 2.884& 6
7 2.558& 1.576& 1.729& 1.261& 7.093# 55.30 & 178.9 " 125.6 " 76.68 " 22.62 9.975# 2.824& 7
8 2.517& 1.417& 1.672& 1.166& 4.179& 55.36 " 118.8 " 80.26 " 65.63 " 17.19 # 8.846# 2.745& 8
9 2.588& 1.415& 2.368& 1.160& 3.173& 96.49 " 87.47 " 58.17 " 58.60 " 14.49 # 7.980# 2.631& 9
10 2.415& 1.441& 2.254& 1.150& 2.570& 85.24 " 69.94 " 45.89 " 49.71 " 13.51 # 7.634# 2.700& 10
11 2.604& 1.263& 1.780& 1.189& 2.324& 92.06 " 58.01 " 39.23 " 44.36 " 12.30 # 7.210# 2.451& 11
12 2.437& 1.327& 2.159& 1.153& 2.234& 72.99 " 49.30 " 34.70 41.10 " 13.10 # 6.467# 2.199& 12
13 2.650& 1.333& 2.052& 1.152& 2.219& 47.06 " 42.87 " 54.77 " 37.00 " 12.97 # 5.869# 1.944& 13
14 2.722& 1.491& 1.962& 1.226& 2.277& 38.25 " 37.85 " 71.91 " 35.71 12.76 # 5.508# 2.262& 14
15 2.880& 1.563& 1.674& 3.945& 2.159& 32.07 34.74 70.37 " 33.53 11.52 # 5.385# 2.086& 15
16 2.690& 1.702& 1.633& 2.218& 2.779& 24.29 32.12 78.55 " 32.00 10.41 # 5.146# 1.888& 16
17 2.477& 1.555& 1.523& 1.533& 2.411& 17.23 # 30.72 202.2 " 29.70 10.67 # 4.902# 2.019& 17
18 2.279& 1.404& 1.433& 1.410& 2.576& 12.60 # 30.45 133.4 " 32.25 " 12.02 # 5.022# 2.070& 18
19 2.054& 1.426& 1.425& 11.75 & 2.532& 10.33 # 94.77 " 89.67 " 47.74 " 13.80 # 4.881# 2.161& 19
20 1.937& 1.362& 1.448& 17.99 # 4.772& 8.929# 170.7 " 65.47 " 36.27 " 14.54 # 5.042# 2.326& 20
21 1.907& 1.456& 1.545& 8.510# 5.528# 8.140# 112.5 " 53.98 " 31.38 11.36 # 4.899# 2.369& 21
22 2.302& 1.421& 1.510& 6.386# 3.875& 52.23 # 95.16 " 61.57 " 27.29 9.529# 4.680# 2.191& 22
23 2.372& 1.489& 1.437& 5.141# 3.365& 330.9 & 69.37 " 168.9 " 25.00 9.063# 4.612# 2.115& 23
24 2.799& 1.443& 1.452& 3.937& 3.136& 171.9 " 55.98 " 126.3 " 23.08 8.650# 4.546# 2.082& 24
25 2.778& 1.433& 1.353& 3.355& 2.744& 92.16 " 47.47 " 88.07 " 22.24 7.789# 4.318# 1.975& 25
26 2.996& 1.524& 1.357& 2.876& 2.473& 66.25 " 41.59 " 65.56 " 21.33 7.522# 4.481# 1.935& 26
27 2.544& 1.492& 1.265& 2.696& 2.312& 134.7 " 41.02 " 53.54 " 19.15 # 7.305# 4.333# 1.956& 27
28 2.026& 1.564& 1.250& 2.425& 2.155& 127.8 " 36.24 " 47.17 " 19.02 # 7.324# 4.027& 1.812& 28
29 1.931& 1.177& 2.393& 2.034& 93.13 " 32.17 57.82 " 18.14 # 6.880# 3.533& 1.896& 29
30 1.907& 1.229& 2.341& 1.979& 76.38 " 29.27 154.6 " 17.34 # 8.774# 3.388& 1.672& 30
31 1.750& 1.229& 1.935& 26.41 224.8 " 39.18 # 1.492& 31
Mean 2.531& 1.506& 1.573& 3.194& 2.940& 60.37 & 82.03 & 84.41 " 59.29 # 15.16 # 9.706& 2.347&
Median 2.558& 1.490& 1.510& 1.472& 2.473& 49.64 & 55.98 & 65.56 " 35.99 # 12.76 # 5.266& 2.191&
Maximum 3.240& 1.755& 2.368& 17.99 & 7.093& 330.9 & 335.2 & 224.8 " 197.4 # 51.51 # 46.99 & 3.516&
Minimum 1.750& 1.263& 1.177& 1.150& 1.935& 1.434& 26.41 & 22.18 " 17.34 # 6.880# 3.388& 1.492&
Total 78.47 & 42.16 & 48.77 & 95.81 & 91.15 &1811 &2542 &2616 "1778 # 470.0 # 291.1 & 72.75 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27.23 & " ... Relative Uncertainty +/-10%
Ann. Median 4.318& # ... Relative Uncertainty +/-15%
Annual Total 9940 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 335.2 & 1.150&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.631& 1.055& 2.577& 1.389& 1.694& 45.84 " 100.7 " 25.68 48.00 " 21.46 # 35.18 # 10.46 # 1
2 1.679& 1.021& 1.882& 1.398& 1.623& 27.94 67.62 " 26.93 " 43.77 " 20.43 # 39.05 " 8.929# 2
3 1.688& 0.987& 1.509& 1.360& 1.710& 18.57 # 49.99 " 35.87 " 31.68 19.81 # 27.84 8.039# 3
4 1.572& 0.844& 1.229& 1.327& 2.003& 13.20 # 38.83 " 35.95 " 24.37 17.65 # 17.01 # 7.427# 4
5 1.552& 0.828& 1.073& 1.290& 7.679& 10.21 # 32.22 28.87 21.22 # 15.65 # 11.01 # 6.708# 5
6 1.382& 0.806& 1.020& 1.263& 20.53 # 8.642# 33.96 " 23.16 48.41 # 14.12 # 8.947# 6.163# 6
7 1.383& 0.784& 1.045& 1.247& 14.60 # 9.231# 35.96 " 19.90 # 185.5 " 18.45 # 7.625# 5.736# 7
8 1.529& 0.795& 1.036& 1.059& 11.12 # 8.468# 36.92 " 17.89 # 145.2 " 44.97 " 6.997# 5.247# 8
9 1.456& 0.827& 0.979& 0.987& 7.597# 7.267# 31.44 53.35 # 88.92 " 35.80 38.55 # 5.449# 9
10 1.479& 0.774& 0.976& 0.912& 5.122# 6.634# 25.73 136.9 " 75.07 " 27.26 72.76 " 4.787# 10
11 1.323& 0.810& 0.966& 0.869& 4.285# 16.73 # 20.97 # 127.6 " 53.41 " 20.17 # 62.23 " 4.634# 11
12 1.314& 0.815& 0.964& 0.970& 3.793& 27.91 18.41 # 96.66 " 41.69 " 15.46 # 39.17 " 4.202# 12
13 1.190& 0.860& 0.950& 0.859& 3.449& 23.52 # 27.93 # 69.41 " 34.15 13.60 # 43.98 " 4.389# 13
14 1.143& 0.839& 1.056& 0.816& 3.152& 28.01 134.9 " 54.17 " 29.77 12.29 # 46.62 " 4.524# 14
15 1.137& 0.950& 2.919& 0.919& 2.931& 20.70 # 106.5 " 51.51 " 26.70 11.29 # 61.22 " 4.044# 15
16 1.146& 0.891& 5.308& 1.044& 2.795& 13.83 # 79.84 " 127.2 " 23.71 10.79 # 50.67 " 4.013& 16
17 1.079& 0.800& 5.118& 1.047& 2.586& 17.19 # 134.9 " 152.7 " 21.05 # 10.01 # 35.14 " 3.621& 17
18 1.119& 0.761& 14.90 # 1.107& 2.506& 45.45 " 118.2 " 124.1 " 18.67 # 9.813# 25.16 3.646& 18
19 1.076& 0.857& 6.539# 4.078& 2.332& 30.53 88.18 " 93.05 " 24.91 # 9.002# 19.11 # 3.272& 19
20 0.954& 0.786& 4.499# 4.950& 2.343& 22.04 # 63.76 " 70.71 " 40.74 " 8.069# 15.85 # 3.151& 20
21 0.886& 0.775& 3.520& 3.246& 2.390& 18.72 # 50.38 " 56.15 " 39.71 " 7.571# 13.43 # 3.194& 21
22 0.988& 0.798& 2.670& 2.753& 2.367& 17.60 # 42.42 " 47.59 " 32.47 6.758# 11.89 # 2.920& 22
23 1.046& 0.825& 2.113& 2.724& 2.337& 40.11 " 42.24 " 41.45 " 25.95 6.531# 10.47 # 2.820& 23
24 1.081& 2.229& 1.720& 2.325& 4.546& 34.00 " 35.04 36.84 " 21.64 # 6.070# 9.355# 2.492& 24
25 1.003& 1.492& 1.628& 2.357& 32.80 # 29.22 30.73 32.65 18.63 # 5.989# 8.883# 2.445& 25
26 1.014& 1.223& 1.286& 2.276& 33.17 " 23.27 39.15 " 28.63 21.92 # 6.677# 8.071# 2.260& 26
27 0.943& 1.420& 1.160& 2.460& 15.36 # 73.29 " 44.07 " 25.79 23.31 6.450# 7.832# 1.999& 27
28 0.888& 3.017& 1.451& 2.459& 30.80 # 147.2 " 58.26 " 24.93 25.04 6.154# 7.216# 1.923& 28
29 0.876& 1.676& 1.429& 2.183& 133.9 " 216.9 " 45.98 " 23.31 28.28 5.539# 7.251# 1.863& 29
30 0.973& 1.529& 1.898& 114.0 " 146.8 " 37.76 " 20.24 # 23.68 5.299# 12.81 # 1.700& 30
31 0.963& 1.391& 67.35 " 30.78 19.88 # 5.163# 1.954& 31
Mean 1.209& 1.053& 2.466& 1.786& 17.51 & 38.31 # 54.97 # 55.78 # 42.92 # 13.68 # 25.38 # 4.323&
Median 1.137& 0.839& 1.451& 1.344& 3.793& 22.66 # 42.24 # 36.84 # 29.03 # 10.79 # 16.43 # 4.013&
Maximum 1.688& 3.017& 14.90 & 4.950& 133.9 & 216.9 # 134.9 # 152.7 # 185.5 # 44.97 # 72.76 # 10.46 &
Minimum 0.876& 0.761& 0.950& 0.816& 1.623& 6.634# 18.41 # 17.89 # 18.63 # 5.163# 6.997# 1.700&
Total 37.49 & 30.54 & 76.44 & 53.57 & 543.0 &1149 #1704 #1729 #1287 # 424.3 # 761.4 # 134.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.67 & " ... Relative Uncertainty +/-10%
Ann. Median 7.584& # ... Relative Uncertainty +/-15%
Annual Total 7931 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 216.9 & 0.761&
Department of Water and Environmental Regulation HYDAY V139 Output 21/04/2021
Site 616092 Southern River - Anaconda Drive Huntingdale Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.814& 0.919& 15.53 & 4.317# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 1.804& 0.957& 27.66 # 4.146# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 1.599& 0.987& 15.19 # 4.222# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 1.676& 0.988& 14.78 # 4.207# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 1.599& 0.954& 12.99 # 4.409# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 1.782& 1.815& 8.897# 4.622# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 1.821& 7.600& 7.381# 4.662# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 1.882& 21.41 # 6.541# 4.849# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 1.812& 11.81 # 5.922# 4.563# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 1.801& 7.307# 5.392# 4.487# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 1.488& 5.657# 5.072# 9.386# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 1.498& 4.452# 5.090# 19.18 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1.385& 3.717& 4.684# 11.73 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 1.384& 3.233& 4.427# 8.481# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 1.402& 3.126& 4.313# 7.149# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 1.309& 3.498& 4.239# 6.449# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 1.252& 4.009& 4.224# 5.985# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 1.051& 3.853& 4.224# 5.652# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.987& 3.360& 4.037# 5.565# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 1.042& 2.978& 4.005& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 1.090& 2.469& 3.742& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 1.210& 2.500& 3.619& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 1.130& 2.719& 3.687& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 1.212& 2.640& 3.631& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 1.187& 3.017& 3.875& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 1.223& 3.351& 3.797& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 1.232& 3.584& 3.984& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 1.224& 3.559& 3.934& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 1.169& 4.003# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 1.084& 4.011# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 1.005& 4.134# [ ] [ ] [ ] [ ] [ ] 31
Mean 1.392& 4.160& 6.679& 6.530# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 1.309& 3.292& 4.239& 4.849# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 1.882& 21.41 & 27.66 & 19.18 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.987& 0.919& 3.619& 4.146# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 43.15 & 116.4 & 207.0 & 124.0 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 11 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.502& # ... Relative Uncertainty +/-15%
Ann. Median 3.742& & ... Relative Uncertainty +/-30%
Annual Total 490.7 & [ ... Not Available
Missing Days 256
Maximum Minimum
Daily 27.66 & 0.919&