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Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1985
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] 5.355# 11.70 " 24.22 # 18.65 " 111.3 " 7.097# 2.630# 2.287# 1
2 [ ] [ ] [ ] [ ] 3.259# 16.79 " 37.23 " 14.01 " 41.45 " 6.008# 2.415# 1.682# 2
3 [ ] [ ] [ ] [ ] 3.812# 10.56 # 13.14 # 12.95 " 21.21 " 5.368# 3.202# 1.600# 3
4 [ ] [ ] [ ] [ ] 11.40 # 7.424# 9.137# 19.81 " 15.16 " 5.336# 8.756# 1.438# 4
5 [ ] [ ] [ ] [ ] 8.439# 7.708# 8.550# 76.19 " 12.20 " 4.620# 5.540# 1.260# 5
6 [ ] [ ] [ ] [ ] 6.824# 8.048# 7.066# 84.87 " 10.46 # 4.338# 3.179# 2.181# 6
7 [ ] [ ] [ ] [ ] 4.336# 6.498# 5.842# 48.09 " 9.427# 3.661# 2.256# 1.293# 7
8 [ ] [ ] [ ] [ ] 3.652# 7.233# 5.301# 40.45 " 9.530# 3.460# 2.196# 0.964# 8
9 [ ] [ ] [ ] [ ] 3.078# 6.808# 5.184# 178.3 " 20.25 " 6.425# 3.242# 0.749# 9
10 [ ] [ ] [ ] [ ] 2.696# 6.930# 5.535# 118.0 " 18.06 " 15.68 " 3.838# 0.584# 10
11 [ ] [ ] [ ] [ ] 2.544# 11.30 # 5.111# 91.49 " 12.08 " 7.427# 2.647# 0.511# 11
12 [ ] [ ] [ ] [ ] 2.839# 8.179# 4.633# 96.83 " 9.860# 6.248# 2.000# 0.497# 12
13 [ ] [ ] [ ] 11.71 # 4.175# 6.394# 4.688# 96.19 " 8.677# 21.55 # 1.721# 0.615# 13
14 [ ] [ ] [ ] 4.188# 5.184# 6.516# 13.41 # 85.34 " 9.287# 49.28 " 1.682# 0.631# 14
15 [ ] [ ] [ ] 2.722# 4.163# 13.64 # 23.56 " 69.60 " 25.89 " 24.03 " 1.589# 0.559# 15
16 [ ] [ ] [ ] 2.410# 3.133# 12.58 " 22.08 " 36.84 " 26.05 " 12.08 # 2.056# 0.648# 16
17 [ ] [ ] [ ] 2.289# 2.621# 36.70 " 10.38 # 21.91 " 16.09 " 12.25 # 2.307# 0.583# 17
18 [ ] [ ] [ ] 2.169# 2.619# 31.12 " 7.468# 40.57 " 26.08 " 15.35 " 1.713# 0.608# 18
19 [ ] [ ] [ ] 2.258# 2.594# 12.02 # 53.20 # 174.1 " 16.07 " 7.803# 1.366# 1.711# 19
20 [ ] [ ] [ ] 2.162# 2.728# 8.093# 368.9 # 138.8 " 10.40 # 5.644# 1.194# 2.083# 20
21 [ ] [ ] [ ] 1.899# 12.44 # 6.665# 141.7 " 73.35 " 8.981# 25.64 # 1.173# 3.222# 21
22 [ ] [ ] [ ] 1.816# 8.951# 6.712# 64.11 " 41.43 " 90.99 " 26.49 " 1.504# 1.664# 22
23 [ ] [ ] [ ] 1.743# 5.110# 9.541# 25.23 " 29.03 " 64.31 " 10.09 # 2.913# 1.261# 23
24 [ ] [ ] [ ] 1.567# 4.147# 6.942# 14.20 " 68.11 " 39.17 " 7.490# 3.382# 0.917# 24
25 [ ] [ ] [ ] 1.459# 3.288# 7.232# 49.28 " 111.6 " 21.11 " 5.429# 3.184# 0.818# 25
26 [ ] [ ] [ ] 1.517# 3.492# 8.047# 121.3 " 126.1 " 14.94 " 3.562# 1.813# 0.885# 26
27 [ ] [ ] [ ] 1.802# 16.64 # 6.545# 177.4 " 350.6 # 11.35 # 3.130# 1.338# 0.739# 27
28 [ ] [ ] [ ] 2.026# 42.98 " 5.668# 250.4 " 104.2 " 8.473# 4.179# 1.191# 0.635# 28
29 [ ] [ ] 2.528# 29.52 " 5.009# 110.5 " 41.92 " 6.832# 5.824# 1.540# 0.634# 29
30 [ ] [ ] 2.545# 23.56 " 4.854# 66.35 " 42.44 " 6.750# 4.648# 4.004# 1.045# 30
31 [ ] [ ] 13.65 " 31.90 " 307.6 " 3.234# 0.988# 31
Mean [ ] [ ] [ ] 2.712# 8.040# 10.12 # 54.42 # 89.01 # 23.41 # 10.43 # 2.586# 1.138#
Median [ ] [ ] [ ] 2.166# 4.163# 7.566# 22.08 # 73.35 # 15.05 # 6.248# 2.226# 0.917#
Maximum [ ] [ ] [ ] 11.71 # 42.98 # 36.70 # 368.9 # 350.6 # 111.3 # 49.28 # 8.756# 3.222#
Minimum [ ] [ ] [ ] 1.459# 2.544# 4.854# 4.633# 12.95 # 6.750# 3.130# 1.173# 0.497#
Total [ ] [ ] [ ] 48.81 # 249.2 # 303.5 #1687 #2759 # 702.4 # 323.4 # 77.57 # 35.29 #
Missing Days 31 28 31 12 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 23.52 # " ... Relative Uncertainty +/-10%
Ann. Median 6.750# # ... Relative Uncertainty +/-15%
Annual Total 6186 # [ ... Not Available
Missing Days 102
Maximum Minimum
Daily 368.9 # 0.497#
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1986
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.710# 0.000" 1.788# 1.172# 1.198# 4.160# 38.73 " 58.31 " 26.74 " 21.96 " 3.479# 2.740# 1
2 0.508# 0.000" 0.907# 0.948# 1.060# 4.014# 15.06 " 41.18 " 19.10 " 14.71 " 2.909# 2.458# 2
3 0.398# 0.000" 0.863# 0.854# 1.000# 3.943# 204.8 " 19.10 " 34.81 " 10.80 # 2.726# 1.880# 3
4 0.372# 0.000" 0.662# 0.870# 1.021# 3.774# 197.4 " 12.95 " 56.99 " 9.082# 4.518# 1.529# 4
5 0.371# 0.000" 0.576# 1.034# 1.595# 3.733# 80.32 " 10.57 # 27.94 " 25.67 # 4.177# 1.383# 5
6 0.319# 0.000" 0.532# 1.142# 17.79 # 4.177# 125.4 " 9.476# 21.15 " 40.20 " 2.891# 1.374# 6
7 0.270# 0.000" 0.487# 1.053# 38.92 " 5.551# 76.13 " 9.559# 15.73 " 19.36 " 2.403# 1.434# 7
8 0.335# 0.000" 0.388# 0.909# 22.93 " 5.038# 42.92 " 37.15 # 12.98 " 11.17 # 2.307# 1.352# 8
9 0.276# 0.000" 0.403# 0.864# 10.47 # 4.689# 22.00 " 99.70 " 18.72 " 8.230# 2.135# 1.182# 9
10 0.218# 0.000" 0.602# 0.820# 5.139# 4.599# 13.78 " 106.7 " 173.6 $ 22.59 # 2.493# 1.216# 10
11 0.186# 0.076# 1.283# 1.339# 3.838# 5.203# 10.23 # 232.0 " 815.3 $ 27.59 " 2.326# 1.018# 11
12 0.360# 0.166# 1.152# 1.269# 3.296# 8.114# 8.329# 296.5 " 300.6 # 13.33 " 1.835# 0.881# 12
13 0.535# 0.143# 1.130# 1.185# 3.129# 11.87 # 7.634# 164.5 " 78.63 " 33.06 " 1.615# 0.813# 13
14 0.351# 0.291# 0.773# 1.233# 4.108# 7.492# 50.98 # 97.49 " 44.80 " 26.52 " 1.729# 0.701# 14
15 0.181# 0.330# 0.600# 3.182# 21.84 # 5.568# 181.5 " 128.5 " 152.5 " 13.05 " 2.097# 0.627# 15
16 0.124# 0.505# 0.546# 2.310# 17.17 # 5.122# 83.55 " 66.24 " 118.7 " 10.53 # 1.817# 0.623# 16
17 0.115# 0.372# 0.521# 1.651# 7.309# 5.545# 35.29 " 34.77 " 67.14 " 61.70 " 1.598# 0.673# 17
18 0.127# 0.301# 0.669# 1.333# 5.109# 5.541# 20.84 " 48.41 " 125.0 " 82.67 " 1.705# 0.593# 18
19 0.059# 0.267# 1.216# 1.204# 4.899# 5.362# 14.39 " 31.20 " 222.4 " 48.52 " 1.362# 0.568# 19
20 0.019# 0.210# 2.160# 1.215# 4.786# 4.685# 11.20 # 19.49 " 104.3 " 19.72 " 1.199# 0.554# 20
21 0.010# 0.427# 2.621# 1.328# 6.314# 4.238# 30.86 # 15.56 " 59.87 " 11.93 # 1.144# 0.598# 21
22 0.001# 1.473# 1.806# 1.692# 6.285# 4.178# 131.8 " 26.82 " 53.47 " 8.504# 1.235# 0.569# 22
23 0.000# 3.474# 1.271# 2.127# 10.13 # 4.004# 324.8 # 22.11 " 102.1 " 6.626# 1.191# 0.486# 23
24 0.000# 1.830# 0.961# 2.865# 10.41 # 4.790# 208.9 # 33.62 " 67.66 " 6.024# 1.135# 0.472# 24
25 0.000" 1.181# 0.864# 2.420# 7.073# 17.43 # 459.9 # 91.73 " 37.29 " 5.423# 1.068# 0.379# 25
26 0.000" 1.125# 0.726# 2.110# 17.28 # 62.81 " 164.0 " 54.04 " 80.48 " 4.687# 1.412# 0.383# 26
27 0.000" 2.303# 0.643# 2.082# 20.50 " 27.39 " 80.26 " 34.49 " 54.90 " 4.325# 1.412# 0.351# 27
28 0.000" 4.516# 0.672# 1.911# 9.199# 11.24 " 38.36 " 172.8 " 24.51 " 6.262# 1.451# 0.361# 28
29 0.000" 0.902# 1.828# 7.420# 11.94 " 20.46 " 119.3 " 16.08 " 4.803# 1.589# 0.406# 29
30 0.000" 3.107# 1.416# 6.123# 26.95 " 17.29 " 70.78 " 17.30 " 4.393# 1.454# 0.427# 30
31 0.000" 1.767# 4.686# 19.62 " 43.64 " 4.779# 0.443# 31
Mean 0.189# 0.678# 1.052# 1.512# 9.097# 9.438# 88.28 # 71.24 # 98.36 $ 18.97 # 2.014# 0.918#
Median 0.127# 0.239# 0.863# 1.299# 6.285# 5.163# 38.73 # 43.64 # 55.94 $ 11.93 # 1.717# 0.627#
Maximum 0.710# 4.516# 3.107# 3.182# 38.92 # 62.81 # 459.9 # 296.5 # 815.3 $ 82.67 # 4.518# 2.740#
Minimum 0.000# 0.000# 0.388# 0.820# 1.000# 3.733# 7.634# 9.476# 12.98 $ 4.325# 1.068# 0.351#
Total 5.846# 18.99 # 32.60 # 45.37 # 282.0 # 283.1 #2737 #2209 #2951 $ 588.2 # 60.41 # 28.47 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 25.32 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.296$ # ... Relative Uncertainty +/-15%
Annual Total 9241 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 815.3 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1987
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.486# 0.001# 0.000" 0.902# 2.814# 4.600# 8.989# 181.9 " 8.657# 9.362# 21.28 # 11.12 # 1
2 0.414# 0.000# 0.000" 1.189# 3.606# 3.915# 7.571# 70.43 " 11.83 # 5.683# 64.01 " 4.189# 2
3 0.373# 0.000# 0.000" 2.236# 4.406# 3.452# 7.411# 31.43 " 21.95 " 4.566# 24.36 " 2.471# 3
4 0.370# 0.000" 0.000" 1.605# 2.920# 3.650# 15.28 # 19.55 " 25.14 " 4.475# 9.039# 1.712# 4
5 0.313# 0.000" 0.000" 3.093# 2.380# 3.804# 14.43 # 15.41 " 16.27 " 4.383# 4.938# 1.635# 5
6 0.292# 0.000" 0.004# 2.367# 2.228# 3.953# 7.954# 12.42 " 14.63 " 3.601# 3.339# 1.797# 6
7 0.277# 0.000" 0.189# 1.690# 2.023# 4.520# 6.510# 10.65 # 11.73 # 3.384# 2.649# 2.409# 7
8 0.326# 0.000" 0.184# 1.812# 2.099# 5.152# 25.02 # 9.178# 8.652# 3.872# 2.465# 3.417# 8
9 0.390# 0.000" 0.155# 4.165# 5.400# 4.250# 45.13 " 8.226# 7.226# 3.960# 2.627# 2.890# 9
10 0.331# 0.000" 0.151# 3.205# 33.28 " 12.60 # 26.09 " 7.514# 6.462# 4.648# 1.992# 2.101# 10
11 0.654# 0.000" 0.176# 2.136# 76.82 " 12.66 " 15.26 " 6.934# 5.861# 3.011# 1.552# 1.623# 11
12 0.878# 0.000" 0.145# 3.542# 48.05 " 24.38 " 9.637# 6.368# 5.815# 2.158# 1.405# 1.286# 12
13 0.689# 0.000" 0.273# 3.482# 14.67 # 27.26 " 7.815# 8.553# 4.950# 2.246# 1.353# 0.999# 13
14 0.434# 0.000" 0.325# 2.223# 9.270# 12.63 # 9.607# 10.27 # 4.416# 5.142# 1.797# 0.890# 14
15 0.365# 0.000" 0.584# 2.049# 15.34 " 7.931# 22.61 " 8.625# 4.277# 32.78 # 2.247# 0.753# 15
16 0.380# 0.000" 0.520# 1.828# 11.24 # 10.97 # 53.78 " 10.70 # 3.828# 37.95 " 3.815# 0.666# 16
17 0.278# 0.000" 0.747# 1.729# 6.582# 8.499# 48.16 " 8.482# 3.633# 16.21 " 2.904# 0.616# 17
18 0.254# 0.000" 1.425# 1.719# 5.346# 5.800# 34.10 " 6.948# 3.289# 15.81 # 2.802# 0.566# 18
19 0.203# 0.000" 1.425# 1.787# 4.738# 5.253# 17.86 " 6.076# 3.692# 6.074# 3.055# 0.603# 19
20 0.197# 0.000" 1.015# 1.878# 5.177# 29.87 # 11.38 # 5.857# 4.011# 4.347# 2.257# 0.626# 20
21 0.184# 0.000" 0.949# 1.769# 6.328# 92.33 " 8.877# 13.32 # 3.368# 3.655# 3.307# 0.719# 21
22 0.149# 0.000" 0.805# 2.373# 4.921# 45.84 " 7.409# 29.82 " 2.942# 3.323# 2.265# 0.630# 22
23 0.068# 0.000" 0.659# 4.618# 4.264# 26.37 " 54.42 # 20.59 " 3.222# 2.989# 2.819# 0.613# 23
24 0.035# 0.000" 0.575# 2.822# 4.782# 13.88 " 160.3 " 11.66 # 7.704# 2.835# 5.409# 0.817# 24
25 0.021# 0.000" 0.552# 2.600# 10.05 # 9.718# 64.48 " 35.67 # 6.185# 2.616# 3.007# 0.887# 25
26 0.008# 0.000" 0.743# 4.543# 6.502# 7.810# 24.07 " 55.58 " 6.719# 2.226# 2.148# 1.091# 26
27 0.092# 0.000" 1.198# 11.68 # 6.297# 7.723# 14.60 " 30.55 " 20.93 # 1.938# 1.657# 0.767# 27
28 0.155# 0.000" 1.623# 5.809# 4.598# 8.671# 11.91 " 13.78 " 34.75 " 1.880# 1.911# 0.583# 28
29 0.065# 1.231# 4.339# 3.853# 9.342# 318.4 # 9.989# 27.12 " 1.731# 7.377# 0.415# 29
30 0.013# 1.033# 3.199# 4.076# 13.64 " 542.7 # 12.71 # 24.55 " 1.499# 12.62 # 0.265# 30
31 0.003# 0.877# 4.818# 447.6 # 11.22 # 1.799# 0.229# 31
Mean 0.281# 0.000# 0.567# 2.946# 10.29 # 14.35 # 66.11 # 22.27 # 10.46 # 6.456# 6.747# 1.593#
Median 0.278# 0.000# 0.552# 2.301# 4.921# 8.585# 15.28 # 11.22 # 6.590# 3.655# 2.810# 0.887#
Maximum 0.878# 0.001# 1.623# 11.68 # 76.82 # 92.33 # 542.7 # 181.9 # 34.75 # 37.95 # 64.01 # 11.12 #
Minimum 0.003# 0.000# 0.000# 0.902# 2.023# 3.452# 6.510# 5.857# 2.942# 1.499# 1.353# 0.229#
Total 8.697# 0.002# 17.56 # 88.39 # 318.9 # 430.5 #2049 # 690.4 # 313.8 # 200.1 # 202.4 # 49.38 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.97 # " ... Relative Uncertainty +/-10%
Ann. Median 3.339# # ... Relative Uncertainty +/-15%
Annual Total 4370 #
Maximum Minimum
Daily 542.7 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1988
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.294# 0.066# 0.000" 0.667# 1.400$ 153.5 " 32.95 " 27.22 " 43.84 " 45.00 " 3.058# 1.508# 1
2 0.413# 0.014# 0.000" 0.656# 2.541$ 450.0 $ 25.67 " 25.04 " 26.62 " 23.76 " 3.568# 1.541# 2
3 0.452# 0.050# 0.000" 0.645# 12.98 # 615.1 $ 21.54 " 22.65 " 19.51 " 16.21 " 6.612# 1.643# 3
4 0.389# 0.060# 0.000" 0.635# 56.52 " 153.2 " 18.42 " 22.09 " 16.04 " 28.10 " 6.306# 1.872# 4
5 0.287# 0.025# 0.000" 0.624# 49.22 " 71.52 " 16.28 " 18.13 " 14.56 " 40.85 " 4.658# 1.957# 5
6 0.243# 0.009# 0.000" 0.614# 17.47 $ 42.19 " 22.65 " 15.51 " 22.63 " 28.54 " 3.401# 1.936# 6
7 0.184# 0.002# 0.000" 0.603# 9.779$ 28.92 " 26.33 " 14.01 " 17.95 " 40.32 " 19.44 # 1.622# 7
8 0.205# 0.000" 0.000" 0.593# 6.540$ 149.2 " 92.84 " 13.00 " 12.02 " 31.18 " 30.99 " 1.280# 8
9 0.220# 0.000" 0.000" 0.583# 4.748$ 206.8 " 121.2 " 11.60 " 10.54 " 16.42 " 8.952# 1.067# 9
10 0.163# 0.000" 0.000" 0.573# 3.611$ 158.2 " 84.04 " 11.63 " 14.90 " 11.46 # 5.358# 1.237# 10
11 0.176# 0.000" 0.000" 0.563# 3.328$ 95.94 " 43.84 " 13.22 " 79.77 " 8.607# 4.241# 1.579# 11
12 0.291# 0.000" 0.000" 0.554# 12.65 $ 76.12 " 25.36 " 23.07 " 77.49 " 6.788# 5.118# 1.477# 12
13 0.581# 0.000" 0.000" 0.544# 16.69 $ 109.0 " 255.7 " 48.07 " 30.90 " 5.676# 9.378# 1.279# 13
14 1.095# 0.000" 0.000" 0.534# 40.77 $ 66.82 " 167.1 " 42.41 " 17.89 " 5.980# 6.928# 1.208# 14
15 1.327# 0.000" 0.000" 0.525# 87.25 $ 78.01 " 143.4 " 39.44 " 78.92 " 4.834# 4.309# 1.182# 15
16 0.751# 0.000" 0.000" 0.516# 58.13 $ 295.9 " 116.0 " 116.9 " 45.94 " 4.201# 2.984# 1.639# 16
17 0.505# 0.000" 0.000" 0.506# 78.72 $ 108.2 " 222.5 # 114.4 " 19.50 " 4.008# 2.291# 1.337# 17
18 0.416# 0.000" 0.000" 0.497# 59.54 $ 50.47 " 666.5 $ 71.02 " 13.26 " 3.801# 1.856# 1.147# 18
19 0.431# 0.000" 0.000" 0.478# 47.29 $ 30.70 " 630.5 # 92.21 " 10.54 # 4.016# 1.775# 0.940# 19
20 0.578# 0.000" 0.000" 0.501# 41.27 $ 60.93 " 197.5 # 63.77 " 9.733# 12.83 # 1.769# 0.900# 20
21 0.514# 0.000" 0.000" 0.685# 57.91 $ 43.61 " 74.47 " 31.88 " 12.01 # 33.61 " 1.976# 0.877# 21
22 0.439# 0.000" 0.000" 1.426# 352.7 $ 24.25 " 43.45 " 20.69 " 37.20 " 21.78 " 2.027# 0.851# 22
23 0.407# 0.000" 0.000" 1.600# 208.9 $ 17.98 " 75.89 " 17.70 " 85.75 " 13.28 # 1.679# 0.764# 23
24 0.394# 0.000" 0.000" 1.207# 85.84 $ 193.2 & 501.0 # 21.35 " 61.71 " 7.741# 1.937# 0.660# 24
25 0.283# 0.000" 0.271# 1.412$ 52.38 $7481 ^ 429.6 # 31.53 " 27.08 # 5.988# 3.469# 0.681# 25
26 0.203# 0.000" 1.164# 1.491$ 38.25 $3954 ^ 148.0 " 43.59 " 22.45 # 5.546# 2.834# 0.739# 26
27 0.134# 0.000" 1.613# 1.394$ 26.89 $ 629.4 & 128.5 " 30.78 " 56.89 # 9.619# 2.208# 0.807# 27
28 0.114# 0.000" 1.615# 1.456$ 19.07 " 153.2 " 300.2 " 20.44 " 86.01 " 6.196# 1.857# 0.797# 28
29 0.132# 0.000" 1.166# 1.430$ 14.19 " 82.28 " 111.3 " 184.5 # 76.67 " 4.771# 1.689# 0.781# 29
30 0.238# 0.905# 1.387$ 13.62 " 50.89 " 55.27 " 361.3 # 76.89 " 4.027# 1.593# 0.946# 30
31 0.182# 0.653# 43.20 " 34.71 " 96.04 " 3.557# 1.247# 31
Mean 0.388# 0.008# 0.238# 0.830$ 49.14 $ 521.0 ^ 155.9 $ 53.72 # 37.51 # 14.80 # 5.142# 1.210#
Median 0.294# 0.000# 0.000# 0.619$ 38.25 $ 102.1 ^ 92.84 $ 27.22 # 24.62 # 8.607# 3.229# 1.208#
Maximum 1.327# 0.066# 1.615# 1.600$ 352.7 $7481 ^ 666.5 $ 361.3 # 86.01 # 45.00 # 30.99 # 1.957#
Minimum 0.114# 0.000# 0.000# 0.478$ 1.400$ 17.98 ^ 16.28 $ 11.60 # 9.733# 3.557# 1.593# 0.660#
Total 12.04# 0.23# 7.39# 24.90$ 1523 $15631 ^ 4833 $ 1665 # 1125 # 458.7 # 154.3 # 37.50#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 69.60 ^ " ... Relative Uncertainty +/-10%
Ann. Median 4.703^ # ... Relative Uncertainty +/-15%
Annual Total 25472 ^ $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum ^ ... Relative Uncertainty +/-50%
Daily 7481 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1989
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.514# 1.489# 3.753# 19.53 # 4.623# 32.58 " 241.6 " 49.33 " 54.38 " 56.52 " 12.48 " 1.741# 1
2 1.212# 0.999# 2.286# 30.74 " 4.451# 14.19 " 85.73 " 110.6 " 53.13 " 25.61 " 9.841# 1.754# 2
3 1.361# 0.934# 2.009# 8.256# 4.887# 15.29 " 98.02 " 345.6 " 44.17 " 27.08 " 7.811# 1.542# 3
4 1.010# 0.887# 1.894# 19.92 # 8.155# 14.47 " 80.21 " 178.5 " 24.19 " 89.32 " 6.574# 1.749# 4
5 0.724# 0.852# 2.096# 12.16 # 12.34 " 10.52 # 56.28 " 131.8 " 16.79 " 123.9 " 6.198# 1.657# 5
6 1.061# 0.751# 3.425# 6.535# 8.330# 9.432# 37.22 " 215.1 " 13.78 " 101.1 " 5.578# 1.669# 6
7 5.406# 0.817# 3.727# 5.359# 5.883# 17.65 " 84.24 " 108.6 " 14.34 " 153.2 " 4.851# 1.612# 7
8 7.645# 0.777# 3.446# 4.367# 4.931# 31.24 " 190.6 " 55.25 " 13.59 " 75.98 " 4.252# 1.535# 8
9 3.476# 0.646# 2.545# 4.582# 5.792# 13.90 " 93.41 " 33.59 " 13.13 " 39.03 " 3.582# 1.159# 9
10 3.265# 0.623# 1.964# 3.805# 18.31 # 10.54 # 43.13 " 25.42 " 9.687# 27.05 " 9.062# 1.287# 10
11 2.302# 0.686# 1.539# 3.153# 19.75 " 9.841# 24.86 " 19.65 " 7.925# 22.72 " 109.6 " 1.324# 11
12 1.408# 0.659# 1.472# 3.154# 9.738# 40.16 # 20.38 " 15.63 " 7.850# 16.39 " 41.86 " 1.581# 12
13 1.201# 0.686# 1.507# 2.723# 7.169# 91.24 " 36.45 " 19.70 " 11.61 # 40.79 " 18.85 " 1.407# 13
14 1.675# 0.618# 1.437# 2.769# 6.194# 46.48 " 376.5 # 29.95 " 10.08 # 41.52 " 18.50 " 1.064# 14
15 5.144# 0.748# 1.476# 4.285! 5.179# 53.49 " 250.2 " 28.06 " 20.60 # 24.13 " 25.47 " 1.004# 15
16 4.916# 3.563# 1.396# 4.980! 5.394# 84.11 " 128.4 " 17.57 " 32.30 " 14.64 " 15.86 " 1.018# 16
17 2.354# 9.668# 1.234# 4.644! 17.74 # 397.5 # 85.64 " 13.77 " 15.81 " 11.73 " 10.46 # 1.647# 17
18 1.533# 4.614# 1.110# 4.323! 20.74 " 110.0 " 49.50 " 117.2 " 12.23 " 18.51 " 7.579# 1.629# 18
19 1.059# 2.432# 1.042# 4.015! 12.63 # 43.40 " 29.79 " 92.96 " 12.64 " 32.72 " 5.158# 1.534# 19
20 0.655# 1.574# 0.992# 3.851! 14.82 # 24.71 " 38.61 " 50.49 " 14.12 " 25.57 " 3.603# 1.535# 20
21 0.450# 1.291# 0.930# 4.245# 72.41 " 17.47 " 412.9 # 48.77 " 40.94 " 253.9 " 2.867# 1.222# 21
22 0.341# 1.189# 0.865# 3.584# 31.00 " 16.80 " 420.6 # 27.59 " 36.91 " 106.0 " 2.846# 0.796# 22
23 0.256# 1.108# 0.920# 3.690# 12.55 " 19.10 " 136.9 " 19.32 " 18.99 " 31.74 " 3.424# 0.979# 23
24 0.375# 0.995# 1.026# 27.59 # 24.28 " 14.14 " 70.92 " 64.00 " 47.36 " 17.80 " 3.118# 1.205# 24
25 1.325# 1.223# 1.017# 30.52 " 15.32 " 11.44 " 41.18 " 57.25 " 31.20 " 70.84 " 2.396# 2.024# 25
26 35.33 # 4.251# 1.342# 9.951# 10.15 # 12.36 " 28.95 " 29.97 " 15.08 " 70.91 " 2.078# 1.640# 26
27 58.89 " 15.54 " 1.141# 8.008# 33.10 " 14.85 " 41.75 " 26.73 " 11.57 # 31.98 " 1.904# 1.279# 27
28 23.36 " 7.183# 1.077# 13.85 # 41.17 " 52.29 " 420.1 # 49.09 " 71.89 " 20.78 " 1.575# 1.077# 28
29 7.325# 1.049# 7.784# 28.68 " 63.86 " 164.8 " 62.25 " 50.47 " 17.01 " 1.835# 0.872# 29
30 3.552# 0.925# 5.598# 12.87 " 213.9 " 119.0 " 516.5 # 64.62 " 22.63 " 1.829# 0.840# 30
31 2.225# 0.950# 21.47 " 79.03 " 147.1 " 20.72 " 0.796# 31
Mean 5.882# 2.386# 1.664# 8.932! 16.13 # 50.23 # 128.6 # 87.33 # 26.38 # 52.64 " 11.70 # 1.361#
Median 1.533# 0.997# 1.396# 4.812! 12.55 # 18.37 # 84.24 # 49.33 # 16.30 # 31.74 " 5.368# 1.407#
Maximum 58.89 # 15.54 # 3.753# 30.74 ! 72.41 # 397.5 # 420.6 # 516.5 # 71.89 # 253.9 " 109.6 # 2.024#
Minimum 0.256# 0.618# 0.865# 2.723! 4.451# 9.432# 20.38 # 13.77 # 7.850# 11.73 " 1.575# 0.796#
Total 182.4 # 66.81 # 51.59 # 268.0 ! 500.1 #1507 #3987 #2707 # 791.4 #1632 " 351.0 # 42.18 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.11 ! ! ... Not reviewed / Quality not known
Ann. Median 10.46 ! " ... Relative Uncertainty +/-10%
Annual Total 12086 ! # ... Relative Uncertainty +/-15%
Maximum Minimum
Daily 516.5 ! 0.256!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1990
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.062# 2.337# 1.056# 2.829# 3.835# 14.27 " 113.9 " 29.00 " 16.69 " 9.622# 30.25 " 2.350# 1
2 0.993# 1.733# 1.102# 2.865# 3.791# 12.31 " 123.0 " 78.24 " 19.16 " 15.19 " 71.83 " 2.258# 2
3 1.236# 1.360# 1.238# 3.879# 3.558# 10.86 # 83.32 " 85.07 " 15.31 " 37.43 " 26.44 " 1.925# 3
4 0.850# 1.143# 1.293# 4.491# 4.779# 8.956# 57.81 " 71.38 " 13.05 " 35.59 " 11.60 # 1.851# 4
5 0.631# 1.044# 1.798# 6.462# 6.451# 7.831# 64.79 " 93.88 " 12.22 " 23.41 " 7.846# 2.431# 5
6 0.607# 0.976# 2.179# 4.221# 4.694# 10.25 # 47.65 " 77.19 " 11.81 " 24.11 " 5.747# 3.363# 6
7 0.421# 0.766# 1.758# 3.349# 4.148# 17.27 " 26.10 " 51.09 " 11.34 " 22.81 " 4.724# 2.864# 7
8 0.604# 0.755# 1.229# 3.080# 4.048# 48.19 " 19.44 " 42.26 " 9.945# 37.51 " 3.997# 2.750# 8
9 0.775# 0.679# 1.071# 2.561# 4.944# 85.60 " 16.46 " 27.75 " 9.500# 39.43 " 3.858# 2.662# 9
10 2.115# 0.740# 1.183# 4.570# 4.531# 46.70 " 15.34 " 22.81 " 52.61 " 59.01 " 3.520# 2.167# 10
11 4.773# 0.869# 1.350# 44.12 " 4.099# 153.3 " 20.23 " 32.18 " 63.42 " 52.23 " 3.565# 1.955# 11
12 2.474# 1.394# 1.229# 47.54 " 4.136# 106.1 " 34.00 " 42.34 " 20.86 " 32.39 " 3.243# 1.645# 12
13 2.105# 3.104# 1.113# 17.94 " 4.472# 45.10 " 133.0 " 65.15 " 14.59 " 37.61 " 3.429# 1.577# 13
14 2.558# 2.853# 1.161# 8.257# 4.769# 279.2 # 78.10 " 71.69 " 11.68 " 52.63 " 3.562# 1.342# 14
15 2.688# 9.807# 1.133# 9.228# 219.2 # 423.4 # 41.06 " 47.68 " 9.973# 23.86 " 3.048# 2.332# 15
16 1.812# 18.00 # 1.140# 6.854# 129.0 " 104.5 " 153.7 " 26.10 " 10.66 # 16.01 " 7.351# 2.174# 16
17 1.331# 6.589# 1.022# 5.473# 38.10 " 51.04 " 510.7 # 22.93 " 12.23 " 31.96 " 28.01 " 2.472# 17
18 1.117# 4.118# 1.030# 4.345# 15.27 " 29.88 " 205.3 " 21.71 " 37.83 " 51.10 " 20.91 # 2.372# 18
19 1.088# 3.225# 1.022# 3.954# 13.19 " 19.29 " 65.35 " 32.29 " 42.46 " 150.5 " 7.812# 2.217# 19
20 1.014# 2.457# 1.029# 5.380# 34.08 " 14.88 " 34.48 " 35.59 " 24.32 " 103.2 " 6.114# 2.003# 20
21 1.074# 3.026# 1.192# 7.122# 49.74 " 12.72 " 214.2 " 40.80 " 18.38 " 40.44 " 5.974# 1.689# 21
22 1.249# 3.476# 1.370# 5.310# 19.66 " 11.35 " 447.6 # 29.02 " 14.54 " 22.11 " 4.999# 1.705# 22
23 1.064# 2.699# 1.831# 4.780# 11.51 " 12.66 " 588.3 $ 22.88 " 32.40 " 15.25 " 7.363# 1.622# 23
24 0.838# 1.834# 4.112# 6.051# 9.099# 17.73 "1012 ^ 22.00 " 61.21 " 11.61 # 5.190# 1.348# 24
25 0.736# 1.564# 3.749# 6.022# 7.606# 15.50 "1439 ^ 18.81 " 76.20 " 9.562# 3.847# 1.365# 25
26 0.700# 1.283# 22.73 # 4.649# 6.508# 20.86 " 332.7 # 16.44 " 29.83 " 9.000# 3.279# 1.393# 26
27 0.653# 1.151# 34.70 " 4.490# 6.445# 18.07 " 93.21 " 16.07 " 16.47 " 8.490# 2.894# 1.435# 27
28 0.917# 1.071# 9.080# 5.273# 12.48 # 20.27 " 49.19 " 49.80 " 12.56 " 6.975# 2.984# 1.318# 28
29 2.302# 5.006# 6.061# 84.15 " 38.99 " 110.2 " 58.29 " 10.66 # 7.164# 2.664# 1.249# 29
30 11.88 # 3.796# 4.435# 77.62 " 92.28 " 97.32 " 27.00 " 9.550# 18.75 # 2.539# 1.362# 30
31 4.046# 2.899# 25.14 " 48.78 " 19.23 " 22.35 " 1.311# 31
Mean 1.797# 2.859# 3.729# 8.186# 26.49 # 58.31 # 202.5 ^ 41.83 " 23.38 # 33.14 # 9.953# 1.952#
Median 1.074# 1.649# 1.238# 5.026# 6.508# 19.78 # 83.32 ^ 32.29 " 14.95 # 23.86 # 4.861# 1.925#
Maximum 11.88 # 18.00 # 34.70 # 47.54 # 219.2 # 423.4 #1439 ^ 93.88 " 76.20 # 150.5 # 71.83 # 3.363#
Minimum 0.421# 0.679# 1.022# 2.561# 3.558# 7.831# 15.34 ^ 16.07 " 9.500# 6.975# 2.539# 1.249#
Total 55.71 # 80.05 # 115.6 # 245.6 # 821.1 #1749 #6277 ^1297 " 701.5 #1027 # 298.6 # 60.50 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.87 ^ " ... Relative Uncertainty +/-10%
Ann. Median 7.831^ # ... Relative Uncertainty +/-15%
Annual Total 12728 ^ $ ... Relative Uncertainty +/-20%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 1439 ^ 0.421^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1991
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.461# 0.762# 2.771# 3.637# 5.285# 17.90 # 16.94 " 117.0 " 129.5 " 9.181# 3.789# 1.823# 1
2 1.745# 0.630# 2.136# 4.483# 3.686# 26.57 " 21.27 " 450.2 # 74.04 " 7.850# 4.288# 1.785# 2
3 3.285# 0.376# 1.747# 3.271# 3.114# 11.26 # 49.07 " 290.6 # 41.62 " 6.397# 5.508# 1.850# 3
4 3.657# 0.351# 1.807# 2.502# 2.919# 12.64 # 117.2 " 129.4 " 53.75 " 5.933# 5.320# 1.719# 4
5 2.296# 0.506# 2.442# 2.197# 4.673# 15.42 " 69.50 " 202.4 " 33.14 " 7.366# 12.09 # 1.345# 5
6 2.054# 0.894# 2.385# 2.148# 9.011# 13.41 # 148.3 " 151.2 " 22.13 " 9.933# 10.98 # 1.431# 6
7 1.554# 0.900# 2.139# 2.483# 4.831# 9.308# 76.76 " 79.99 " 28.16 " 6.920# 7.747# 1.716# 7
8 1.353# 0.822# 2.276# 2.301# 5.477# 8.526# 34.22 " 41.99 " 52.00 " 6.379# 5.882# 1.832# 8
9 1.229# 0.712# 2.293# 2.383# 12.06 # 6.133# 21.34 " 27.90 " 105.8 " 5.744# 4.848# 1.740# 9
10 1.228# 0.831# 2.104# 2.597# 8.637# 5.158# 21.19 " 21.70 " 47.64 " 5.383# 4.333# 1.547# 10
11 1.313# 0.861# 1.808# 2.959# 4.899# 7.579# 16.66 " 22.19 " 24.70 " 5.422# 3.998# 1.530# 11
12 0.857# 0.925# 1.712# 2.969# 3.671# 7.167# 13.80 " 26.12 " 20.09 " 5.335# 3.840# 1.433# 12
13 1.061# 0.899# 1.660# 3.037# 2.979# 6.044# 17.32 " 18.11 " 26.34 " 4.783# 5.125# 1.383# 13
14 1.056# 0.988# 1.479# 3.097# 2.603# 6.115# 20.09 " 15.42 " 72.22 " 4.320# 28.20 " 1.414# 14
15 1.298# 0.906# 1.333# 3.111# 2.491# 7.474# 15.27 " 14.10 " 52.71 " 5.664# 31.28 " 1.288# 15
16 1.436# 0.887# 1.342# 2.384# 2.580# 11.21 # 23.74 " 12.10 " 66.33 " 8.498# 12.29 # 1.073# 16
17 2.114# 0.803# 1.459# 2.057# 2.783# 39.89 " 92.70 " 11.70 " 48.70 " 5.068# 7.813# 0.565# 17
18 2.285# 0.712# 1.680# 1.961# 3.602# 40.88 " 155.3 " 49.54 " 73.36 " 4.340# 7.093# 0.682# 18
19 2.759# 0.752# 2.528# 1.846# 4.469# 20.89 " 112.6 " 123.8 " 65.66 " 11.54 # 7.354# 0.784# 19
20 2.416# 0.831# 2.020# 2.099# 4.198# 12.13 "2627 ^ 124.9 " 38.91 " 22.11 " 5.218# 0.831# 20
21 1.777# 0.921# 1.977# 1.965# 6.513# 11.01 "4993 ^ 63.14 " 23.92 " 25.11 " 3.792# 0.854# 21
22 1.313# 0.912# 1.951# 2.791# 16.72 " 11.26 #1123 ^ 78.80 " 19.65 " 10.41 # 3.187# 0.869# 22
23 1.287# 1.052# 2.858# 2.273# 9.199# 30.62 " 340.1 # 88.81 " 15.78 " 7.433# 2.844# 0.876# 23
24 1.476# 1.161# 2.543# 2.242# 18.45 # 18.39 " 141.5 " 71.13 " 14.01 " 6.282# 2.824# 1.001# 24
25 1.274# 1.033# 3.409# 2.469# 9.282# 16.37 " 87.18 " 40.04 " 13.77 " 6.217# 2.711# 2.169# 25
26 1.211# 1.751# 3.441# 2.347# 6.122# 22.28 " 54.68 " 87.50 " 12.63 " 5.456# 2.682# 5.107# 26
27 1.148# 3.808# 2.781# 2.167# 5.586# 195.2 # 68.69 " 124.2 " 10.57 # 4.961# 2.826# 5.101# 27
28 1.174# 4.764# 2.532# 2.343# 5.146# 369.2 # 49.24 " 112.1 " 8.876# 4.717# 2.547# 3.475# 28
29 1.078# 3.889# 2.304# 7.595# 79.61 " 84.47 " 79.37 " 8.142# 4.586# 2.207# 2.467# 29
30 1.056# 3.698# 2.989# 9.243# 26.27 " 129.0 " 44.63 " 7.988# 4.233# 2.055# 2.170# 30
31 0.860# 3.107# 7.253# 78.74 " 35.61 " 3.954# 2.010# 31
Mean 1.616# 1.098# 2.300# 2.580# 6.293# 35.53 # 349.1 ^ 88.90 # 40.40 # 7.469# 6.823# 1.738#
Median 1.313# 0.890# 2.139# 2.384# 5.146# 13.03 # 69.50 ^ 71.13 # 30.65 # 5.933# 4.590# 1.530#
Maximum 3.657# 4.764# 3.889# 4.483# 18.45 # 369.2 #4993 ^ 450.2 # 129.5 # 25.11 # 31.28 # 5.107#
Minimum 0.857# 0.351# 1.333# 1.846# 2.491# 5.158# 13.80 ^ 11.70 # 7.988# 3.954# 2.055# 0.565#
Total 50.11# 30.75# 71.31# 77.41# 195.1 # 1066 #10821 ^ 2756 # 1212 # 231.5 # 204.7 # 53.87#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 45.94 ^ " ... Relative Uncertainty +/-10%
Ann. Median 4.764^ # ... Relative Uncertainty +/-15%
Annual Total 16769 ^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 4993 ^ 0.351^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1992
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.843# 0.398# 0.802# 1.949# 2.678# 10.19 # 92.05 " 24.87 " 703.6 $ 21.97 " 4.960# 7.092# 1
2 1.997# 0.386# 0.845# 2.205# 2.783# 9.754# 131.6 "1944 ^ 320.8 $ 17.86 " 4.584# 7.888# 2
3 2.100# 0.439# 0.822# 2.391# 3.233# 7.534# 504.5 #2524 ^ 209.4 # 15.63 " 4.665# 8.636# 3
4 1.654# 0.425# 0.677# 3.276# 10.65 # 9.190# 128.9 " 309.6 $ 169.9 # 15.60 " 4.561# 5.600# 4
5 1.345# 1.042# 0.667# 2.826# 12.42 # 20.63 " 80.09 " 112.3 # 122.6 # 24.55 " 4.193# 4.190# 5
6 1.039# 1.132# 0.705# 2.564# 7.188# 13.23 " 73.87 " 78.82 # 109.6 # 246.3 # 4.049# 3.355# 6
7 0.800# 1.525# 0.738# 2.327# 10.69 # 10.38 # 40.15 " 110.4 # 102.2 # 182.3 # 4.618# 2.905# 7
8 0.663# 2.952# 0.846# 2.608# 8.621# 9.287# 22.50 " 88.38 # 66.13 " 82.16 # 17.05 # 2.758# 8
9 0.646# 2.157# 1.095# 8.671# 6.592# 7.666# 17.70 " 93.64 # 70.22 " 49.88 " 14.75 " 3.115# 9
10 0.653# 1.811# 0.914# 5.571# 7.350# 7.924# 16.83 " 113.5 # 66.03 " 32.45 " 9.503# 4.309# 10
11 0.888# 2.637# 0.763# 4.793# 7.873# 39.91 " 16.59 " 123.7 # 66.69 " 22.98 " 7.051# 3.726# 11
12 1.253# 2.247# 0.799# 3.869# 5.982# 38.20 " 15.71 " 97.27 # 39.08 " 18.97 " 5.990# 3.513# 12
13 1.047# 2.067# 0.823# 3.297# 5.198# 20.43 " 26.41 " 56.13 " 50.39 " 16.15 " 5.044# 3.358# 13
14 0.768# 2.426# 1.046# 3.042# 5.742# 12.44 " 52.91 " 34.86 " 65.91 " 14.16 " 6.361# 9.427# 14
15 0.483# 1.819# 1.018# 2.696# 10.54 # 11.68 " 26.28 " 145.7 # 44.29 " 14.26 " 27.40 # 5.500# 15
16 0.622# 1.529# 1.266# 2.534# 6.467# 10.81 " 35.52 " 317.9 # 41.71 " 16.08 " 35.61 " 3.484# 16
17 0.813# 1.139# 2.140# 2.508# 4.816# 12.82 " 132.3 " 120.6 # 73.16 # 17.01 " 14.10 " 2.660# 17
18 0.921# 1.011# 3.631# 2.644# 5.570# 13.00 " 69.10 " 77.05 # 86.53 # 13.55 " 30.68 " 2.352# 18
19 1.165# 1.151# 5.115# 2.970# 8.296# 10.91 # 95.11 " 58.70 " 45.48 " 12.03 " 164.8 # 2.235# 19
20 1.128# 0.985# 5.829# 3.686# 4.983# 8.496# 79.54 " 41.37 " 31.83 " 9.943# 188.9 # 2.302# 20
21 1.069# 0.926# 4.219# 2.611# 4.341# 12.77 # 36.25 " 30.66 " 73.96 # 8.236# 90.29 # 2.185# 21
22 0.995# 0.891# 2.451# 2.642# 4.326# 23.50 " 22.85 " 24.57 " 84.12 # 7.663# 63.46 " 2.172# 22
23 1.133# 0.805# 2.008# 2.535# 6.697# 11.55 # 17.86 " 20.26 " 60.01 " 7.327# 41.57 " 2.258# 23
24 1.145# 0.876# 1.918# 2.413# 29.82 " 14.18 # 15.69 " 17.80 " 93.63 # 7.313# 20.45 " 2.595# 24
25 0.936# 0.793# 2.229# 2.322# 47.28 " 20.48 " 19.69 " 22.33 " 61.29 " 8.390# 14.50 " 2.414# 25
26 0.831# 0.662# 2.390# 2.300# 14.91 " 29.99 " 20.89 " 52.27 " 32.89 " 10.81 # 10.91 # 2.165# 26
27 0.761# 0.513# 2.335# 2.184# 14.57 " 17.93 " 18.52 " 93.08 # 64.16 " 10.30 # 8.249# 2.133# 27
28 0.662# 0.535# 1.928# 2.647# 10.49 # 91.52 " 32.92 " 333.4 $ 64.60 " 8.363# 6.418# 2.093# 28
29 0.606# 0.526# 1.744# 2.801# 8.230# 485.6 # 140.2 " 258.6 # 45.25 " 6.690# 5.579# 2.042# 29
30 0.488# 1.662# 2.663# 9.056# 189.0 " 71.09 " 116.5 # 28.04 " 5.942# 6.195# 1.824# 30
31 0.417# 1.650# 9.125# 31.25 " 511.3 $ 5.628# 1.739# 31
Mean 0.996# 1.235# 1.777# 3.052# 9.565# 39.37 # 67.25 # 256.5 ^ 103.1 $ 30.02 # 27.55 # 3.614#
Median 0.921# 1.011# 1.266# 2.643# 7.350# 12.79 # 35.52 # 93.64 ^ 66.08 $ 14.26 # 8.876# 2.758#
Maximum 2.100# 2.952# 5.829# 8.671# 47.28 # 485.6 # 504.5 #2524 ^ 703.6 $ 246.3 # 188.9 # 9.427#
Minimum 0.417# 0.386# 0.667# 1.949# 2.678# 7.534# 15.69 # 17.80 ^ 28.04 $ 5.628# 4.049# 1.739#
Total 30.87 # 35.81 # 55.08 # 91.55 # 296.5 #1181 #2085 #7953 ^3094 $ 930.5 # 826.5 # 112.0 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 45.60 ^ " ... Relative Uncertainty +/-10%
Ann. Median 7.442^ # ... Relative Uncertainty +/-15%
Annual Total 16691 ^ $ ... Relative Uncertainty +/-20%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 2524 ^ 0.386^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1993
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.138# 2.150# 1.769# 3.375# 74.78 " 40.05 " 87.18 # 105.3 # 117.8 # 31.86 " 17.01 " 3.605# 1
2 2.283# 2.447# 1.662# 3.273# 50.02 " 26.34 " 315.5 # 56.32 " 97.36 # 60.21 " 15.34 " 3.395# 2
3 2.243# 2.361# 1.649# 3.928# 49.99 " 20.05 " 232.1 # 34.05 " 55.67 " 46.23 " 9.352# 3.347# 3
4 2.076# 2.141# 1.476# 10.82 # 42.98 " 16.62 " 221.2 # 26.94 " 54.65 " 19.86 " 7.766# 3.304# 4
5 1.831# 1.637# 1.629# 7.231# 61.62 " 14.39 " 141.6 # 29.13 " 46.90 " 14.58 " 6.789# 3.483# 5
6 1.668# 1.587# 2.044# 8.187# 39.83 " 12.95 " 82.61 # 141.9 # 32.97 " 12.99 " 6.691# 3.139# 6
7 1.560# 1.702# 2.067# 6.173# 17.51 " 12.13 " 46.12 " 109.2 # 33.10 " 34.93 " 6.897# 2.893# 7
8 1.389# 1.653# 1.892# 5.359# 12.32 " 13.23 " 30.60 " 85.81 # 28.82 " 29.71 " 7.079# 2.644# 8
9 1.000# 1.475# 1.955# 4.952# 10.35 # 222.0 # 25.02 " 110.2 # 23.02 " 28.23 " 6.658# 2.531# 9
10 1.371# 1.476# 1.977# 5.757# 9.887# 185.0 # 63.87 # 76.29 # 17.93 " 20.51 " 9.508# 2.783# 10
11 1.722# 1.375# 1.739# 7.441# 11.89 " 85.30 # 251.2 $ 38.40 " 15.85 " 13.89 " 13.73 " 3.864# 11
12 1.746# 1.365# 1.674# 9.752# 10.43 # 41.85 " 415.2 $ 92.64 # 18.43 " 18.30 " 8.472# 3.341# 12
13 1.756# 1.207# 1.654# 13.99 # 9.515# 25.75 " 179.3 # 168.0 # 28.50 " 35.62 " 6.611# 2.908# 13
14 1.626# 1.094# 1.742# 7.275# 8.912# 19.20 " 102.9 # 84.14 # 18.92 " 16.92 " 5.943# 3.885# 14
15 1.668# 1.224# 1.904# 6.066# 8.300# 17.09 " 85.77 # 117.3 # 17.23 " 12.66 " 5.559# 3.291# 15
16 1.855# 1.071# 2.289# 5.309# 7.549# 35.16 " 133.8 # 94.14 # 21.62 " 59.88 " 6.716# 2.679# 16
17 2.573# 1.165# 4.837# 4.697# 7.237# 31.78 " 115.1 # 50.29 " 22.94 " 43.86 " 11.91 " 2.256# 17
18 1.807# 1.430# 12.53 # 4.744# 32.68 # 166.8 # 63.16 " 33.10 " 30.44 " 17.97 " 10.21 # 2.125# 18
19 1.210# 1.788# 23.92 " 5.724# 86.11 # 113.9 # 39.40 " 26.09 " 100.2 # 14.75 " 13.84 # 1.741# 19
20 1.524# 1.395# 32.29 " 7.207# 45.56 " 89.62 # 29.30 " 21.60 " 84.19 # 12.22 " 7.167# 2.563# 20
21 1.717# 1.241# 35.24 " 6.232# 18.37 " 67.12 " 25.36 " 18.19 " 45.36 " 11.26 " 5.441# 2.541# 21
22 1.611# 1.280# 15.98 # 5.224# 13.28 " 37.59 " 27.62 " 15.86 " 24.63 " 12.79 " 4.826# 2.210# 22
23 1.652# 1.293# 7.164# 4.857# 12.51 " 25.09 " 38.25 " 14.93 " 17.35 " 11.67 " 4.161# 1.978# 23
24 1.846# 1.257# 5.361# 5.985# 13.08 " 24.56 " 66.99 " 13.94 " 13.92 " 11.48 " 3.790# 2.100# 24
25 1.741# 1.392# 4.986# 5.230# 18.17 " 23.11 " 42.27 " 40.47 " 12.13 " 10.71 # 3.625# 2.080# 25
26 1.288# 1.529# 5.549# 4.695# 13.78 " 36.92 " 28.38 " 73.91 " 10.93 # 9.012# 3.560# 2.016# 26
27 1.103# 1.969# 5.515# 4.649# 10.89 # 71.38 " 23.72 " 63.55 " 10.56 # 9.850# 3.670# 1.707# 27
28 1.113# 2.120# 4.863# 4.429# 84.24 # 66.82 " 25.30 " 38.81 " 13.36 " 23.34 " 3.691# 1.635# 28
29 1.208# 4.225# 4.705# 286.3 # 93.59 # 78.24 # 58.03 # 13.09 " 14.69 " 3.684# 3.794# 29
30 1.364# 3.661# 41.86 # 160.8 # 80.78 # 146.2 # 206.1 # 27.73 " 10.91 # 3.729# 2.739# 30
31 1.651# 3.425# 84.47 # 158.5 # 177.2 # 10.16 # 2.325# 31
Mean 1.656# 1.565# 6.408# 7.304# 42.37 # 57.21 # 107.2 $ 71.67 # 35.19 # 21.97 # 7.448# 2.739#
Median 1.668# 1.453# 2.289# 5.542# 17.51 # 36.04 # 78.24 $ 58.03 # 23.82 # 14.75 # 6.704# 2.679#
Maximum 2.573# 2.447# 35.24 # 41.86 # 286.3 # 222.0 # 415.2 $ 206.1 # 117.8 # 60.21 # 17.01 # 3.885#
Minimum 1.000# 1.071# 1.476# 3.273# 7.237# 12.13 # 23.72 $ 13.94 # 10.56 # 9.012# 3.560# 1.635#
Total 51.34 # 43.83 # 198.7 # 219.1 #1313 #1716 #3322 $2222 #1056 # 681.1 # 223.4 # 84.90 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 30.50 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.89 $ # ... Relative Uncertainty +/-15%
Annual Total 11131 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 415.2 $ 1.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1994
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.170# 1.012# 1.576# 2.346# 3.546# 40.03 # 27.51 " 20.62 " 93.99 # 17.44 " 5.301# 2.899# 1
2 1.937# 0.985# 1.377# 2.271# 3.373# 300.3 # 34.73 " 18.00 " 288.8 # 14.68 " 4.585# 2.600# 2
3 2.017# 1.076# 1.324# 2.189# 3.145# 233.1 # 22.88 " 17.16 " 189.0 # 31.13 " 4.247# 2.593# 3
4 2.209# 1.322# 1.279# 2.083# 3.210# 194.1 # 17.57 " 210.6 # 80.38 # 16.25 " 3.955# 2.292# 4
5 2.277# 1.582# 1.345# 2.272# 3.173# 78.84 # 15.36 " 185.4 # 43.26 " 16.04 " 4.199# 2.174# 5
6 2.199# 1.465# 1.297# 3.169# 3.346# 31.89 " 62.68 " 272.3 # 27.05 " 36.42 " 4.226# 1.887# 6
7 1.610# 1.610# 1.298# 2.633# 3.491# 18.42 " 39.14 " 109.7 # 22.20 " 18.02 " 3.569# 1.971# 7
8 1.893# 1.492# 1.298# 2.443# 3.236# 21.05 " 63.89 " 44.33 " 18.75 " 9.888# 3.077# 1.835# 8
9 1.895# 1.815# 1.188# 2.347# 3.177# 174.4 # 78.80 # 29.75 " 17.94 " 7.510# 2.642# 1.468# 9
10 1.903# 2.100# 1.279# 2.387# 3.184# 73.74 # 289.9 # 81.41 # 28.85 " 6.588# 2.673# 1.393# 10
11 1.653# 2.123# 1.382# 2.404# 7.951# 46.70 " 274.1 # 198.6 # 76.55 " 7.024# 3.209# 1.449# 11
12 1.501# 1.675# 1.368# 2.060# 28.06 " 60.69 " 89.49 # 225.4 # 43.40 " 7.168# 3.228# 1.751# 12
13 1.694# 1.655# 1.227# 2.025# 27.05 " 79.21 " 43.61 " 123.7 # 24.07 " 7.277# 2.825# 1.678# 13
14 1.961# 1.454# 1.155# 2.081# 12.68 # 54.98 " 34.88 " 62.05 " 20.11 " 49.33 # 2.705# 1.821# 14
15 2.341# 1.787# 1.230# 2.644# 7.760# 27.38 " 32.78 " 35.44 " 18.25 " 91.03 # 2.574# 1.923# 15
16 1.515# 1.510# 1.309# 3.082# 6.312# 17.76 " 27.25 " 27.04 " 16.75 " 49.36 " 2.417# 1.788# 16
17 1.390# 1.558# 1.438# 6.670# 5.802# 14.69 " 58.91 " 68.96 # 15.13 " 18.93 " 2.349# 1.883# 17
18 1.451# 1.473# 1.473# 3.661# 4.984# 14.07 " 38.90 " 90.76 # 13.78 " 11.34 # 3.233# 1.624# 18
19 1.519# 1.358# 1.502# 2.885# 4.742# 18.21 " 25.21 " 44.60 " 12.25 " 8.487# 7.320# 1.530# 19
20 1.331# 1.366# 1.502# 2.637# 5.284# 20.48 " 21.34 " 26.51 " 10.58 # 6.984# 4.800# 1.532# 20
21 1.152# 1.255# 1.728# 2.389# 18.58 # 67.15 # 18.33 " 27.94 " 9.338# 6.114# 3.561# 1.597# 21
22 0.977# 1.458# 1.701# 2.889# 19.25 " 70.44 " 41.58 " 43.98 " 7.556# 5.373# 2.879# 1.385# 22
23 0.639# 1.572# 1.860# 3.140# 36.49 " 39.24 " 40.93 " 34.71 " 6.113# 4.615# 2.547# 0.830# 23
24 0.975# 1.562# 1.867# 4.016# 77.72 # 38.75 " 45.68 " 24.25 " 5.905# 5.799# 2.627# 1.021# 24
25 1.081# 1.655# 1.903# 3.854# 102.4 # 44.08 " 29.27 " 20.01 " 5.971# 23.99 # 3.113# 1.151# 25
26 2.625# 1.914# 2.059# 3.472# 29.40 " 25.42 " 20.26 " 19.27 " 5.702# 22.34 " 5.752# 1.057# 26
27 2.180# 1.634# 2.173# 4.014# 11.49 # 35.22 " 16.44 " 28.15 " 5.363# 11.10 # 9.053# 1.105# 27
28 1.666# 1.687# 2.011# 4.603# 8.453# 29.21 " 20.18 " 30.07 " 5.876# 7.951# 4.837# 0.913# 28
29 1.401# 2.050# 3.648# 96.55 # 19.13 " 31.63 " 19.68 " 6.331# 6.129# 3.659# 1.265# 29
30 1.197# 2.000# 3.351# 207.5 # 15.62 " 20.90 " 18.92 " 9.988# 5.636# 3.060# 1.164# 30
31 1.112# 2.301# 69.54 # 20.55 " 20.56 " 5.641# 1.102# 31
Mean 1.660# 1.541# 1.565# 2.989# 26.48 # 63.48 # 51.76 # 70.32 # 37.64 # 17.28 # 3.807# 1.635#
Median 1.653# 1.560# 1.438# 2.640# 7.760# 38.99 # 32.78 # 34.71 # 17.34 # 9.888# 3.230# 1.597#
Maximum 2.625# 2.123# 2.301# 6.670# 207.5 # 300.3 # 289.9 # 272.3 # 288.8 # 91.03 # 9.053# 2.899#
Minimum 0.639# 0.985# 1.155# 2.025# 3.145# 14.07 # 15.36 # 17.16 # 5.363# 4.615# 2.349# 0.830#
Total 51.47 # 43.15 # 48.50 # 89.67 # 820.9 #1904 #1605 #2180 #1129 # 535.6 # 114.2 # 50.68 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 23.49 # " ... Relative Uncertainty +/-10%
Ann. Median 4.585# # ... Relative Uncertainty +/-15%
Annual Total 8572 #
Maximum Minimum
Daily 300.3 # 0.639#
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1995
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.742# 1.108# 1.713# 2.284# 5.145# 5.869# 22.42 " 57.19 " 48.92 " 25.87 " 48.51 " 5.329# 1
2 0.996# 1.056# 1.794# 2.187# 5.292# 6.082# 18.11 " 32.73 " 34.89 " 15.27 " 29.40 " 4.078# 2
3 0.915# 1.271# 1.655# 2.018# 4.067# 6.855# 14.65 " 21.63 " 273.1 $ 9.690# 19.06 " 3.492# 3
4 0.951# 1.110# 1.426# 2.255# 3.757# 7.317# 12.30 " 16.45 " 348.4 $ 9.791# 11.81 # 3.181# 4
5 1.033# 0.959# 1.659# 2.668# 3.624# 6.606# 10.97 " 13.62 " 183.0 # 19.40 " 7.525# 2.855# 5
6 1.369# 1.197# 1.152# 2.384# 3.350# 10.64 # 11.34 " 11.80 " 282.9 $ 12.30 " 6.529# 2.531# 6
7 1.765# 0.917# 1.009# 2.170# 3.067# 11.14 # 12.75 " 10.84 " 247.6 # 9.660# 7.485# 2.379# 7
8 1.499# 0.904# 1.105# 2.102# 2.989# 13.13 # 110.8 # 10.08 # 80.59 # 7.954# 62.90 " 2.456# 8
9 1.138# 0.903# 1.096# 2.109# 3.313# 66.23 # 271.2 # 12.35 # 44.48 " 6.946# 62.77 " 2.523# 9
10 1.102# 0.571# 1.188# 1.998# 3.856# 48.80 " 191.6 # 18.48 " 30.38 " 7.617# 23.19 " 2.258# 10
11 1.025# 0.451# 1.121# 2.460# 4.853# 16.80 " 68.05 # 15.75 " 20.07 " 9.963# 10.27 # 2.159# 11
12 0.742# 0.530# 1.098# 2.341# 10.02 # 11.44 # 59.96 " 41.39 " 16.15 " 13.19 " 7.387# 1.914# 12
13 0.919# 0.806# 1.150# 2.174# 41.98 " 43.28 " 69.71 " 152.8 # 15.44 " 9.556# 6.097# 1.810# 13
14 1.396# 1.034# 1.171# 2.143# 24.98 " 54.09 " 43.78 " 68.41 # 13.65 " 7.442# 4.838# 2.058# 14
15 2.085# 1.555# 1.197# 2.762# 9.657# 21.19 " 38.16 " 26.59 " 15.47 " 5.729# 4.013# 2.481# 15
16 2.042# 1.304# 1.151# 4.405# 6.468# 13.04 " 65.27 " 17.70 " 13.45 " 5.026# 3.966# 2.413# 16
17 1.728# 1.010# 1.008# 3.463# 6.035# 10.95 # 53.84 " 41.17 " 11.21 " 6.557# 3.853# 1.968# 17
18 1.404# 1.022# 1.201# 5.345# 25.56 # 9.457# 29.65 " 40.90 " 10.34 # 40.98 # 3.364# 2.038# 18
19 0.946# 1.057# 1.057# 5.005# 13.63 # 8.294# 20.78 " 21.56 " 9.999# 48.11 " 3.207# 1.986# 19
20 0.903# 1.064# 1.032# 4.053# 7.143# 8.702# 187.3 # 36.03 " 11.50 # 16.13 " 3.018# 1.967# 20
21 1.178# 0.842# 0.835# 3.713# 6.099# 9.665# 311.4 # 26.32 " 10.35 # 8.995# 2.743# 2.082# 21
22 0.919# 0.863# 0.918# 3.495# 8.400# 9.377# 109.6 # 16.67 " 10.07 # 7.111# 2.580# 3.444# 22
23 0.730# 0.858# 0.900# 3.392# 16.52 " 18.50 # 62.80 " 16.80 " 9.852# 5.736# 2.499# 8.262# 23
24 0.853# 0.745# 1.298# 3.609# 43.18 " 43.59 " 35.60 " 100.1 # 8.594# 4.816# 2.600# 26.96 " 24
25 0.931# 1.643# 2.475# 3.391# 20.42 " 107.5 # 74.44 # 146.6 # 7.340# 4.386# 4.166# 21.52 " 25
26 1.010# 2.008# 6.606# 3.212# 11.69 # 187.8 # 82.86 # 82.21 # 6.627# 4.317# 7.696# 20.14 " 26
27 0.969# 1.402# 4.145# 3.413# 8.562# 125.4 # 44.63 " 68.72 # 6.559# 4.266# 6.735# 21.26 " 27
28 0.948# 1.492# 2.702# 5.995# 7.740# 41.09 " 50.54 " 33.83 " 6.670# 4.007# 6.874# 12.63 " 28
29 1.340# 2.227# 5.240# 11.01 # 21.18 " 143.0 # 48.98 # 8.935# 3.889# 4.892# 12.06 # 29
30 1.210# 2.158# 4.772# 9.355# 23.10 " 157.9 # 88.82 # 12.34 " 7.510# 4.706# 12.50 # 30
31 1.069# 2.099# 7.019# 90.18 # 75.00 " 42.14 " 6.922# 31
Mean 1.157# 1.060# 1.656# 3.218# 10.93 # 32.23 # 79.86 # 44.24 # 59.96 $ 12.40 # 12.49 # 6.440#
Median 1.025# 1.028# 1.188# 2.987# 7.143# 13.09 # 59.96 # 32.73 # 13.55 $ 7.954# 6.313# 2.531#
Maximum 2.085# 2.008# 6.606# 5.995# 43.18 # 187.8 # 311.4 # 152.8 # 348.4 $ 48.11 # 62.90 # 26.96 #
Minimum 0.730# 0.451# 0.835# 1.998# 2.989# 5.869# 10.97 # 10.08 # 6.559$ 3.889# 2.499# 1.810#
Total 35.86 # 29.68 # 51.35 # 96.55 # 338.8 # 967.0 #2476 #1372 #1799 $ 384.3 # 374.7 # 199.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.26 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.557$ # ... Relative Uncertainty +/-15%
Annual Total 8124 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 348.4 $ 0.451$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1996
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.373# 2.529# 1.090# 2.076# 3.066# 10.44 # 20.08 " 133.4 # 24.45 " 78.87 # 6.558# 8.867# 1
2 4.170# 2.531# 0.985# 1.973# 3.368# 5.654# 12.47 # 135.4 # 18.11 " 41.46 " 5.795# 6.804# 2
3 3.085# 2.211# 1.167# 1.805# 3.378# 6.004# 26.33 " 291.2 $ 15.34 " 29.69 " 4.716# 6.709# 3
4 2.409# 1.918# 1.002# 1.782# 3.071# 8.605# 40.93 "1057 & 14.81 " 25.57 " 4.337# 4.360# 4
5 2.362# 1.665# 1.189# 2.070# 6.154# 5.094# 19.61 " 268.2 $ 12.24 " 21.36 " 4.048# 3.716# 5
6 2.530# 1.570# 0.950# 2.078# 4.987# 4.910# 11.05 # 64.97 # 15.95 " 15.93 " 3.723# 3.632# 6
7 2.183# 1.460# 1.076# 1.982# 3.503# 6.583# 8.777# 255.6 # 18.08 " 12.61 " 4.574# 3.419# 7
8 1.951# 1.460# 1.193# 1.893# 3.399# 6.692# 28.26 # 99.95 # 14.74 " 10.27 # 5.173# 2.984# 8
9 1.899# 1.508# 1.278# 1.962# 3.620# 5.397# 25.18 " 40.72 " 13.29 " 10.59 # 3.783# 2.429# 9
10 1.904# 1.533# 1.290# 1.852# 3.318# 4.814# 16.38 " 41.48 # 126.7 # 13.42 " 3.565# 2.247# 10
11 2.030# 1.229# 1.258# 2.035# 5.919# 4.704# 10.09 # 104.2 # 183.9 # 37.98 " 3.458# 3.701# 11
12 1.550# 0.597# 1.197# 3.094# 5.009# 5.583# 8.544# 53.29 # 71.25 # 20.66 " 3.417# 239.5 # 12
13 1.868# 0.487# 1.131# 3.763# 3.842# 6.520# 8.763# 273.0 # 35.35 " 12.32 " 3.179# 194.7 # 13
14 2.419# 0.501# 1.096# 3.481# 3.440# 5.391# 8.581# 136.7 # 62.74 # 10.10 # 3.129# 44.55 " 14
15 2.088# 0.999# 1.338# 2.854# 3.347# 5.293# 8.039# 57.35 " 259.8 # 13.81 " 6.087# 17.93 " 15
16 2.016# 1.330# 2.110# 2.558# 3.365# 13.35 # 14.16 # 35.57 " 116.9 # 16.69 " 24.75 " 10.75 # 16
17 1.899# 1.222# 2.743# 2.295# 4.339# 14.48 # 67.88 " 29.53 " 52.53 " 11.56 " 41.66 " 7.746# 17
18 1.976# 1.390# 2.096# 2.011# 5.386# 26.71 " 76.34 # 19.64 " 118.5 # 10.98 # 11.86 # 5.845# 18
19 1.590# 1.156# 2.058# 1.730# 4.246# 21.66 " 96.95 # 14.97 " 259.6 # 10.16 # 7.036# 4.647# 19
20 2.020# 1.348# 2.069# 1.812# 3.918# 12.97 " 35.51 " 14.44 " 117.7 # 10.18 # 5.532# 3.513# 20
21 1.770# 1.348# 1.808# 3.499# 3.568# 12.81 " 18.65 " 25.94 " 47.71 # 50.50 $ 4.693# 2.704# 21
22 1.635# 1.348# 1.758# 2.942# 3.927# 19.71 " 52.53 # 21.72 " 336.4 $ 362.6 $ 3.655# 2.536# 22
23 1.278# 1.395# 1.649# 2.557# 4.276# 12.96 " 152.4 # 19.04 " 203.5 # 140.9 # 3.091# 2.530# 23
24 1.570# 1.377# 1.691# 2.929# 3.827# 20.26 " 189.7 # 43.21 " 89.99 # 334.8 # 2.794# 1.924# 24
25 1.642# 1.198# 1.583# 4.639# 3.508# 26.47 " 124.5 # 61.25 " 40.85 " 115.8 # 2.576# 2.371# 25
26 1.677# 1.004# 1.482# 6.299# 3.292# 11.63 # 39.47 " 29.95 " 27.12 " 39.05 " 2.492# 2.369# 26
27 1.414# 0.979# 1.544# 6.831# 3.172# 9.178# 74.11 # 19.91 " 82.44 # 20.83 " 2.528# 2.377# 27
28 1.257# 1.093# 1.695# 4.615# 3.231# 12.75 # 81.98 # 342.5 $ 74.61 " 14.21 " 2.525# 2.387# 28
29 1.552# 1.093# 3.280# 3.635# 3.251# 12.55 # 29.33 " 199.6 # 334.1 $ 10.21 # 2.650# 2.438# 29
30 3.310# 2.857# 3.171# 3.062# 10.36 # 140.1 # 57.46 # 237.0 # 8.105# 3.016# 2.497# 30
31 3.528# 2.391# 4.613# 120.0 # 33.32 " 6.974# 2.334# 31
Mean 2.192# 1.361# 1.615# 2.874# 3.884# 10.98 # 50.54 # 128.4 & 100.9 $ 48.97 $ 6.213# 19.50 #
Median 1.951# 1.348# 1.482# 2.426# 3.508# 9.772# 28.26 # 57.35 & 67.00 $ 15.93 $ 3.753# 3.513#
Maximum 5.373# 2.531# 3.280# 6.831# 6.154# 26.71 # 189.7 #1057 & 336.4 $ 362.6 $ 41.66 # 239.5 #
Minimum 1.257# 0.487# 0.950# 1.730# 3.062# 4.704# 8.039# 14.44 & 12.24 $ 6.974$ 2.492# 1.924#
Total 67.96 # 39.48 # 50.05 # 86.22 # 120.4 # 329.5 #1567 #3981 &3026 $1518 $ 186.4 # 604.5 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 31.63 & " ... Relative Uncertainty +/-10%
Ann. Median 4.643& # ... Relative Uncertainty +/-15%
Annual Total 11576 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1057 & 0.487&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.710# 0.744# 2.157# 4.523# 7.062# 6.918# 9.212# 13.34 " 37.46 # 9.921# 5.126# 2.913# 1
2 1.770# 0.743# 1.767# 4.166# 5.796# 6.760# 8.298# 12.33 " 627.3 $ 9.780# 5.268# 2.612# 2
3 1.755# 0.683# 1.485# 3.014# 4.501# 9.569# 7.808# 11.66 " 869.9 $ 11.10 # 4.862# 3.081# 3
4 1.586# 0.565# 1.436# 2.696# 5.792# 16.38 # 7.703# 12.80 " 574.8 $ 13.40 " 4.419# 11.63 # 4
5 1.702# 0.754# 1.297# 2.601# 4.406# 60.18 " 8.276# 250.9 $ 152.1 # 16.87 " 4.697# 7.422# 5
6 1.711# 0.876# 1.269# 2.686# 4.585# 77.30 # 8.781# 249.2 # 422.8 $ 9.386# 5.508# 5.356# 6
7 1.402# 0.920# 1.289# 3.003# 3.874# 26.70 " 33.85 " 122.8 # 167.9 # 7.853# 4.840# 4.443# 7
8 1.052# 0.981# 1.452# 3.003# 3.524# 11.64 " 189.6 $ 55.62 " 65.68 # 7.571# 4.753# 3.523# 8
9 1.356# 1.434# 1.458# 2.816# 3.347# 59.27 " 277.1 $ 157.6 # 41.47 " 8.461# 4.701# 3.142# 9
10 1.400# 0.989# 1.337# 2.781# 3.269# 42.04 " 48.59 " 454.0 $ 122.3 # 43.11 " 4.290# 2.453# 10
11 1.266# 0.748# 1.489# 3.515# 3.578# 38.65 " 22.52 " 230.9 # 606.1 $ 44.66 " 4.669# 2.179# 11
12 0.986# 0.988# 1.578# 3.516# 7.461# 89.87 # 16.83 " 75.88 # 468.6 $ 17.03 " 6.189# 2.494# 12
13 0.963# 0.999# 1.593# 3.210# 6.131# 56.54 " 114.2 # 38.49 " 306.0 # 14.15 " 5.365# 2.734# 13
14 0.892# 1.011# 1.670# 2.651# 4.766# 22.51 " 134.3 # 35.49 " 175.1 # 10.95 # 5.387# 2.650# 14
15 1.056# 0.920# 1.639# 2.373# 4.371# 14.57 " 51.80 " 113.2 # 124.7 # 8.695# 6.906# 1.530# 15
16 1.160# 0.941# 1.909# 2.361# 4.542# 11.08 # 25.19 " 107.0 # 60.53 " 7.977# 5.732# 1.922# 16
17 1.083# 0.879# 4.235# 2.414# 4.674# 9.131# 16.86 " 61.67 " 36.24 " 7.252# 4.862# 4.945# 17
18 1.024# 0.988# 3.377# 2.400# 12.18 # 7.959# 13.21 " 46.90 " 31.17 " 6.047# 4.051# 3.789# 18
19 1.058# 1.334# 2.501# 2.360# 22.75 " 10.36 # 11.59 " 24.43 " 68.18 # 5.129# 3.584# 2.758# 19
20 1.158# 2.724# 2.295# 2.568# 11.96 # 19.78 " 10.76 " 17.67 " 75.62 # 5.112# 3.727# 2.453# 20
21 1.555# 5.326# 2.066# 5.654# 7.453# 23.34 " 10.06 # 15.17 " 47.56 " 5.069# 5.665# 2.372# 21
22 1.857# 3.229# 2.085# 5.168# 6.115# 18.91 " 9.478# 65.31 " 28.68 " 4.949# 13.26 # 1.998# 22
23 1.499# 3.732# 2.157# 3.581# 5.359# 26.87 " 9.024# 37.17 " 20.59 " 4.894# 6.059# 1.726# 23
24 1.282# 4.362# 2.109# 3.273# 7.446# 16.08 " 8.910# 21.39 " 24.64 " 6.002# 4.422# 1.084# 24
25 1.203# 8.624# 2.312# 3.143# 8.237# 11.47 " 46.31 # 15.64 " 31.27 " 6.593# 3.698# 0.884# 25
26 1.119# 6.327# 2.201# 3.162# 11.68 # 9.272# 56.33 # 13.37 " 20.76 " 6.037# 3.929# 1.310# 26
27 1.084# 3.497# 2.468# 3.710# 7.774# 8.967# 217.6 # 13.52 " 17.70 " 5.501# 4.051# 1.294# 27
28 0.979# 2.651# 2.329# 4.640# 16.81 # 16.20 # 63.18 # 45.24 # 13.77 " 5.380# 3.639# 1.186# 28
29 0.838# 2.678# 3.422# 13.03 # 13.98 " 29.52 " 368.7 $ 12.03 " 5.344# 4.840# 1.190# 29
30 0.683# 4.094# 3.188# 7.818# 10.78 # 21.06 " 112.1 # 10.53 # 5.536# 3.601# 1.193# 30
31 0.760# 5.215# 6.745# 15.38 " 40.67 " 5.757# 1.247# 31
Mean 1.256# 2.070# 2.160# 3.253# 7.324# 25.10 # 48.49 $ 91.62 $ 175.4 $ 10.50 # 5.070# 2.887#
Median 1.160# 0.989# 2.066# 3.079# 6.115# 16.14 # 16.86 $ 45.24 $ 63.10 $ 7.571# 4.796# 2.453#
Maximum 1.857# 8.624# 5.215# 5.654# 22.75 # 89.87 # 277.1 $ 454.0 $ 869.9 $ 44.66 # 13.26 # 11.63 #
Minimum 0.683# 0.565# 1.269# 2.360# 3.269# 6.760# 7.703$ 11.66 $ 10.53 $ 4.894# 3.584# 0.884#
Total 38.95 # 57.97 # 66.95 # 97.60 # 227.0 # 753.1 #1503 $2840 $5261 $ 325.5 # 152.1 # 89.51 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 31.27 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.326$ # ... Relative Uncertainty +/-15%
Annual Total 11413 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 869.9 $ 0.565$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.844# 0.659# 0.487# 2.555# 4.585# 6.426# 21.11 " 69.92 " 46.44 " 53.39 " 9.433! 3.288# 1
2 1.044# 0.649# 0.614# 2.702# 4.482# 6.704# 16.41 " 63.66 " 96.61 # 31.73 " 8.797! 13.77 # 2
3 0.979# 0.721# 0.771# 2.325# 4.290# 6.791# 14.82 " 36.67 " 474.6 $ 19.17 " 10.61 ! 8.071# 3
4 0.842# 0.848# 0.940# 2.036# 4.179# 6.912# 40.02 # 25.40 " 503.7 $ 14.01 " 10.45 ! 5.529# 4
5 0.755# 0.745# 1.041# 2.128# 4.588# 29.62 # 215.1 # 27.67 " 132.2 # 13.73 " 9.157! 4.314# 5
6 0.810# 0.505# 0.820# 2.649# 5.368# 44.31 " 402.4 $ 39.10 " 62.41 " 15.23 " 9.974! 3.524# 6
7 0.930# 0.599# 0.704# 2.932# 4.783# 13.95 " 432.6 $ 23.82 " 38.70 " 13.86 " 9.970! 3.230# 7
8 0.716# 0.861# 0.635# 7.270# 5.234# 27.13 " 86.85 # 18.36 " 25.33 " 23.10 " 8.330! 2.945# 8
9 0.615# 0.693# 1.152# 4.839# 18.61 # 30.03 " 47.80 " 15.98 " 18.76 " 13.81 " 7.008! 2.570# 9
10 0.706# 0.742# 3.537# 5.047# 55.75 " 36.31 " 29.40 " 32.82 # 15.94 " 12.55 " 6.273! 2.634# 10
11 0.837# 0.547# 8.869# 5.163# 24.10 " 130.7 # 21.94 " 72.64 # 19.17 " 14.49 " 5.649! 6.131# 11
12 0.669# 0.708# 11.19 # 4.259# 11.03 # 58.58 # 18.13 " 48.98 " 25.62 " 30.63 " 5.377! 4.814# 12
13 0.672# 0.755# 9.180# 4.150# 8.294# 27.97 " 16.79 " 39.53 " 85.22 # 16.18 " 5.191! 3.514# 13
14 0.794# 0.592# 4.088# 3.922# 9.807# 46.12 " 15.51 " 28.86 " 38.27 " 15.69 " 7.583! 2.760# 14
15 0.721# 0.585# 2.998# 3.499# 9.834# 21.99 " 14.24 " 22.94 " 25.41 " 12.95 " 10.49 # 2.382# 15
16 0.575# 0.827# 2.565# 3.367# 7.921# 14.27 " 13.43 " 21.57 " 23.07 " 12.53 " 8.173# 2.009# 16
17 0.841# 0.899# 2.431# 13.70 # 6.840# 11.96 " 12.75 " 38.33 " 30.17 " 12.79 " 7.399# 2.017# 17
18 1.165# 0.798# 2.237# 40.78 " 10.20 # 63.68 # 13.07 " 33.37 " 56.72 " 15.10 " 6.827! 2.111# 18
19 0.809# 0.727# 2.089# 32.75 " 21.94 " 289.8 # 43.93 " 514.9 $ 29.95 " 17.03 " 6.179! 1.895# 19
20 0.496# 0.658# 6.424# 13.60 " 10.25 # 70.32 # 54.97 " 289.8 $ 18.17 " 13.13 ! 5.529! 1.897# 20
21 0.303# 0.711# 43.11 " 9.059# 8.492# 25.67 " 32.52 " 169.7 # 198.2 $ 12.08 ! 5.086! 1.939# 21
22 0.878# 0.702# 17.78 # 6.705# 27.20 # 16.54 " 48.05 " 266.1 # 532.2 $ 11.47 ! 4.894! 1.970# 22
23 1.028# 0.643# 10.05 # 6.951# 16.23 " 12.94 " 37.35 " 107.3 # 240.9 $ 11.17 ! 5.898! 2.261# 23
24 1.271# 0.589# 5.610# 9.232# 9.154# 11.19 " 26.00 " 82.18 # 64.73 # 11.09 ! 7.257# 3.217# 24
25 1.179# 0.786# 4.195# 7.571# 8.261# 10.28 # 24.04 " 56.55 " 41.37 " 12.63 ! 5.907! 3.019# 25
26 0.911# 0.838# 3.526# 5.736# 8.506# 60.42 # 317.6 # 31.98 " 31.80 " 17.36 ! 4.724! 3.206# 26
27 0.860# 0.729# 3.222# 5.239# 8.457# 223.2 # 245.5 # 32.77 " 34.56 " 14.46 ! 3.762# 2.574# 27
28 0.868# 0.531# 2.927# 5.069# 7.138# 180.6 # 105.3 # 68.78 # 23.60 " 13.05 ! 3.418# 2.351# 28
29 0.823# 2.650# 5.255# 9.439# 68.50 # 67.70 # 341.7 $ 16.40 " 11.83 ! 3.141# 2.260# 29
30 0.838# 2.530# 4.683# 9.074# 33.52 " 36.47 " 342.6 $ 16.50 " 11.10 ! 2.868# 1.842# 30
31 0.913# 2.525# 6.824# 29.28 " 87.32 # 10.83 ! 1.471# 31
Mean 0.829# 0.702# 5.190# 7.506# 11.32 # 52.88 # 80.68 $ 98.43 $ 98.89 $ 16.39 ! 6.845! 3.404#
Median 0.838# 0.710# 2.650# 5.058# 8.492# 28.80 # 32.52 $ 39.53 $ 36.41 $ 13.81 ! 6.550! 2.634#
Maximum 1.271# 0.899# 43.11 # 40.78 # 55.75 # 289.8 # 432.6 $ 514.9 $ 532.2 $ 53.39 ! 10.61 ! 13.77 #
Minimum 0.303# 0.505# 0.487# 2.036# 4.179# 6.426# 12.75 $ 15.98 $ 15.94 $ 10.83 ! 2.868! 1.471#
Total 25.69 # 19.65 # 160.9 # 225.2 # 350.9 #1587 #2501 $3051 $2967 $ 508.2 ! 205.4 ! 105.5 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.07 ! ! ... Not reviewed / Quality not known
Ann. Median 8.869! " ... Relative Uncertainty +/-10%
Annual Total 11707 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 532.2 ! 0.303!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 2.458# 3.100# 1.402# 3.724# 2.991# 10.52 # 35.27 " 17.40 " 16.42 " 227.9 # 2.379# 2.744# 1
2 2.673# 5.728# 1.417# 3.270# 2.864# 18.66 " 22.99 " 14.87 " 15.28 " 51.52 # 2.001# 2.505# 2
3 2.301# 3.558# 1.542# 2.856# 2.979# 14.56 # 17.72 " 13.54 " 113.0 # 21.12 " 1.715# 2.151# 3
4 2.042# 2.901# 1.712# 2.757# 3.125# 54.67 " 24.15 " 12.55 " 292.6 # 15.52 # 1.706# 1.982# 4
5 2.154# 2.380# 1.632# 2.666# 3.246# 30.20 " 262.8 $ 11.50 " 111.0 # 13.83 # 2.437# 2.125# 5
6 2.239# 2.105# 1.767# 2.683# 11.03 # 14.59 " 140.2 # 13.62 " 45.28 " 12.36 # 4.628# 2.487# 6
7 2.561# 1.992# 2.321# 2.879# 13.66 # 9.668# 214.8 # 28.35 " 27.80 " 15.34 # 10.92 # 2.594# 7
8 3.312# 1.696# 2.200# 3.284# 5.528# 8.477# 74.13 # 17.27 " 41.55 " 60.03 # 16.56 # 2.563# 8
9 2.815# 1.504# 3.057# 3.137# 4.394# 16.24 # 39.35 " 14.93 " 30.14 " 57.29 " 16.97 # 2.605# 9
10 2.252# 1.530# 2.467# 4.520# 5.101# 11.11 # 26.12 " 23.36 " 20.36 " 32.10 " 13.47 # 2.253# 10
11 2.081# 1.827# 2.169# 3.973# 11.52 # 29.84 # 20.13 " 250.2 # 105.7 # 19.14 " 7.430# 1.540# 11
12 1.360# 1.641# 2.364# 3.454# 7.111# 108.4 # 16.61 " 200.1 # 70.23 # 15.50 " 3.462# 2.111# 12
13 1.772# 1.707# 2.390# 3.108# 5.660# 42.65 " 18.96 " 78.31 # 33.08 " 14.99 " 3.055# 3.115# 13
14 1.674# 1.941# 2.523# 3.018# 6.974# 15.23 " 77.89 # 35.37 " 164.3 # 240.4 $ 3.274" 4.205" 14
15 1.673# 2.032# 2.349# 2.816# 6.456# 13.30 " 136.9 # 26.06 " 487.0 $ 179.6 # 3.734" 3.658# 15
16 1.629# 1.870# 2.617# 2.278# 5.099# 53.67 " 229.5 # 33.08 " 187.2 # 54.39 " 4.130" 3.236# 16
17 1.563# 1.712# 3.346# 1.971# 4.453# 63.10 " 267.3 # 27.67 " 55.99 " 50.38 " 4.357" 2.264# 17
18 1.648# 1.660# 3.843# 2.078# 5.297# 31.09 " 113.6 # 65.61 " 32.18 " 29.77 " 7.739" 2.025# 18
19 1.785# 1.824# 3.283# 2.329# 5.443# 229.0 $ 78.35 # 178.6 # 22.95 " 18.93 " 9.073" 1.856# 19
20 1.310# 1.728# 3.997# 2.428# 5.839# 237.5 $ 54.40 " 127.9 # 24.14 " 14.27 # 5.116" 1.871# 20
21 0.957# 2.103# 6.977# 2.475# 8.152# 48.33 " 33.37 " 59.04 " 58.51 " 10.86 # 4.280" 1.926# 21
22 1.845# 2.839# 5.752# 2.417# 17.49 " 35.26 " 22.89 " 34.32 " 34.45 " 7.615# 3.955" 1.643# 22
23 2.876# 2.464# 3.768# 2.336# 8.141# 150.9 # 17.78 " 23.27 " 27.95 " 5.640# 3.431" 0.791# 23
24 3.140# 1.920# 3.496# 2.586# 5.664# 78.65 # 14.98 " 58.15 # 19.49 " 5.224# 3.165# 1.172# 24
25 3.219# 1.671# 3.538# 3.065# 5.599# 60.41 # 13.17 " 221.3 # 16.38 # 6.587# 2.897# 1.764# 25
26 3.398# 1.497# 3.453# 3.567# 18.64 # 210.8 # 14.09 " 148.6 # 14.32 # 7.092# 2.761# 1.558# 26
27 2.779# 1.410# 3.221# 3.471# 36.58 " 60.15 # 18.78 " 48.64 " 12.52 # 4.722# 2.527# 1.515# 27
28 2.562# 1.406# 2.823# 3.276# 52.95 " 136.3 # 41.34 # 29.99 " 20.52 # 3.913# 2.459# 1.538# 28
29 7.318# 2.624# 3.226# 47.61 " 237.8 # 100.9 # 29.73 " 15.92 # 5.277# 2.484# 1.507# 29
30 4.581# 2.934# 3.123# 18.49 " 75.79 # 46.08 " 27.51 " 30.86 # 5.418# 2.471# 1.710# 30
31 2.983# 4.787# 11.89 " 23.71 " 21.74 " 3.601# 1.632# 31
Mean 2.483# 2.134# 2.960# 2.959# 11.29 # 70.23 $ 71.55 $ 61.05 # 71.57 $ 39.04 $ 5.153# 2.150#
Median 2.252# 1.848# 2.624# 2.949# 5.839# 45.49 $ 35.27 $ 29.73 # 31.52 $ 15.34 $ 3.447# 2.025#
Maximum 7.318# 5.728# 6.977# 4.520# 52.95 # 237.8 $ 267.3 $ 250.2 # 487.0 $ 240.4 $ 16.97 # 4.205#
Minimum 0.957# 1.406# 1.402# 1.971# 2.864# 8.477$ 13.17 $ 11.50 # 12.52 $ 3.601$ 1.706# 0.791#
Total 76.96 # 59.75 # 91.77 # 88.77 # 350.0 #2107 $2218 $1893 #2147 $1210 $ 154.6 # 66.65 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.67 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.224$ # ... Relative Uncertainty +/-15%
Annual Total 10463 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 487.0 $ 0.791$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 1.228# 2.532# 2.123# 5.279" 8.321" 3.840" 8.159" 24.20 " 74.12 # 10.18 " 3.056# 2.269# 1
2 1.063# 2.304# 1.482# 4.309" 7.418" 4.841" 71.35 # 59.21 # 66.56 " 6.949" 2.699# 1.911# 2
3 0.844# 1.826# 1.273# 6.332" 7.284" 5.116" 155.9 # 79.68 # 41.93 " 6.466" 2.451# 1.385# 3
4 0.761# 1.558# 1.504# 5.522" 8.772" 4.783" 176.1 # 31.27 " 26.47 " 5.815" 2.434# 1.066# 4
5 0.474# 1.654# 1.521# 3.959" 6.402" 4.515" 200.8 # 22.47 " 28.10 # 6.479" 2.354# 1.843# 5
6 0.866# 1.561# 1.333# 3.582" 5.411" 4.222" 77.26 # 73.75 # 526.6 & 7.997" 2.054# 1.611# 6
7 0.813# 1.229# 1.192# 3.376" 4.931" 4.095" 121.3 # 185.0 # 203.7 & 7.331" 2.429# 1.428# 7
8 0.606# 1.288# 1.112# 3.446" 5.017" 4.132" 62.84 # 153.0 # 40.25 " 9.698" 6.437" 1.129# 8
9 0.878# 5.976# 0.955# 3.588" 8.672" 4.064" 42.12 " 145.9 # 23.38 " 7.775" 6.530" 1.109# 9
10 1.001# 9.186" 20.54 # 3.636" 6.824" 3.879" 32.39 " 55.83 # 17.34 " 6.014" 3.972" 1.105# 10
11 1.046# 3.980" 31.33 " 3.702" 16.08 " 4.458" 82.10 # 32.40 " 13.78 " 5.137" 3.155# 0.898# 11
12 1.162# 2.772# 16.58 " 4.060" 31.16 " 4.232" 46.63 " 23.15 " 12.85 " 6.545" 2.483# 1.035# 12
13 1.268# 2.349# 9.129" 4.277" 31.39 " 3.949" 32.75 " 18.12 " 19.96 " 7.175" 2.138# 1.162# 13
14 0.905# 2.118# 5.377" 7.872" 17.07 " 3.783" 72.34 # 15.32 " 15.37 " 7.035" 1.635# 1.306# 14
15 1.419# 1.908# 4.115" 7.426" 12.24 " 5.654" 75.48 # 18.82 " 12.94 " 5.385" 1.635# 0.893# 15
16 4.491# 2.018# 3.528" 5.819" 9.835" 7.924" 32.91 " 63.04 # 15.11 " 4.658" 1.768# 0.939# 16
17 7.470" 1.933# 3.509" 4.912" 8.202" 5.646" 28.49 " 118.1 # 12.44 " 4.869" 1.256# 0.997# 17
18 7.813" 1.918# 3.424" 5.362" 7.179" 4.933" 119.8 # 39.44 " 9.789" 4.364" 1.862# 0.495# 18
19 3.642# 2.119# 3.019# 5.099" 6.417" 10.13 " 101.3 # 25.77 " 9.126" 3.599" 1.953# 0.921# 19
20 2.546# 2.165# 2.809# 4.584" 5.899" 67.36 # 98.09 # 25.35 " 8.784" 3.106# 1.640# 1.248# 20
21 1.932# 1.711# 3.759# 4.231" 5.666" 66.37 # 41.53 " 27.83 " 8.515" 3.204" 1.977# 2.129# 21
22 2.136# 1.860# 11.73 " 3.859" 5.340" 20.32 " 30.35 " 17.89 " 7.799" 3.587" 1.661# 3.984# 22
23 5.044# 2.035# 6.016" 3.553" 5.249" 13.13 " 62.48 " 15.59 " 7.268" 3.793" 1.154# 2.366# 23
24 13.68 " 1.738# 4.108" 3.248# 5.750" 13.55 " 52.82 " 18.65 " 7.108" 3.302" 1.383# 2.085# 24
25 7.161" 1.838# 3.526" 3.010# 5.792" 64.15 # 39.98 " 19.90 " 8.964" 3.025# 1.538# 1.646# 25
26 3.823" 1.557# 4.416" 5.876" 5.404" 79.36 # 22.36 " 59.04 " 7.913" 2.834# 0.938# 1.642# 26
27 2.806# 1.381# 7.619" 4.864" 5.533" 33.05 " 16.66 " 38.02 " 7.976" 2.890# 1.475# 1.061# 27
28 2.372# 1.520# 6.366" 5.048" 5.378" 23.41 " 25.39 " 22.59 " 9.177" 2.614# 2.929# 0.898# 28
29 1.969# 1.986# 4.477" 17.97 " 4.749" 13.96 " 73.02 # 27.18 " 7.980" 2.563# 2.730# 0.988# 29
30 1.749# 4.078" 11.96 " 4.326" 10.07 " 36.17 " 38.09 " 8.880" 2.474# 2.910# 3.171# 30
31 1.869# 4.242" 3.835" 25.17 " 42.70 " 3.201# 2.182# 31
Mean 2.737# 2.346# 5.684# 5.325# 8.760" 16.63 # 66.58 # 49.59 # 42.01 & 5.163# 2.421# 1.513#
Median 1.749# 1.918# 3.759# 4.447# 6.402" 5.381# 52.82 # 31.27 # 12.89 & 4.869# 2.096# 1.248#
Maximum 13.68 # 9.186# 31.33 # 17.97 # 31.39 " 79.36 # 200.8 # 185.0 # 526.6 & 10.18 # 6.530# 3.984#
Minimum 0.474# 1.229# 0.955# 3.010# 3.835" 3.783# 8.159# 15.32 # 7.108& 2.474# 0.938# 0.495#
Total 84.84 # 68.02 # 176.2 # 159.8 # 271.5 " 498.9 #2064 #1537 #1260 & 160.1 # 72.64 # 46.90 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.49 & " ... Relative Uncertainty +/-10%
Ann. Median 4.890& # ... Relative Uncertainty +/-15%
Annual Total 6400 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 526.6 & 0.474&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 1.937# 0.710# 0.979# 1.877# 2.090# 6.268" 11.54 " 17.56 " 35.39 " 128.2 # 4.330" 8.326" 1
2 1.621# 0.960# 0.949# 1.803# 2.185# 12.41 " 10.02 " 12.71 " 24.58 " 36.54 " 3.989" 5.616" 2
3 1.675# 1.187# 1.042# 1.294# 2.162# 7.827" 9.521" 11.22 " 21.69 " 22.02 " 3.680" 3.642" 3
4 1.592# 0.890# 0.964# 1.393# 1.791# 33.07 " 25.13 " 43.71 " 16.57 " 15.54 " 5.347" 43.22 # 4
5 1.282# 0.643# 0.971# 1.436# 2.004# 33.67 " 16.53 " 35.75 " 14.37 " 12.07 " 4.800" 160.8 # 5
6 0.872# 0.663# 0.710# 1.556# 7.508# 24.10 " 11.19 " 33.75 " 111.7 # 10.33 " 3.901" 84.62 # 6
7 1.063# 0.624# 0.562# 1.524# 16.22 " 14.48 " 9.626" 41.64 " 170.0 # 8.250" 4.075" 49.23 " 7
8 1.348# 0.833# 0.802# 1.968# 7.539" 25.46 " 10.13 " 23.99 " 45.59 " 7.343" 4.107" 16.70 " 8
9 1.525# 0.662# 1.371# 1.951# 5.381" 39.04 " 48.40 " 69.56 # 34.94 " 17.57 " 3.540" 10.04 " 9
10 1.701# 0.804# 1.057# 1.661# 4.508" 217.4 $ 24.55 " 53.76 # 100.0 # 16.54 " 3.060# 10.77 " 10
11 1.680# 0.697# 1.091# 1.833# 7.708" 412.7 & 14.49 " 27.76 " 49.09 " 13.58 " 2.474# 7.376" 11
12 2.689# 0.754# 0.791# 1.651# 10.48 " 109.0 # 29.35 " 21.73 " 25.76 " 21.77 " 2.067# 5.739" 12
13 2.592# 0.842# 0.908# 1.298# 36.44 " 34.37 " 62.52 " 17.78 " 18.66 " 16.90 " 2.190# 4.726" 13
14 1.928# 0.801# 1.134# 1.321# 21.48 " 19.46 " 39.96 " 28.33 " 14.04 " 10.76 " 2.124# 3.513" 14
15 2.120# 0.791# 1.331# 1.592# 9.124" 15.14 " 81.91 # 39.20 # 11.06 " 12.04 " 2.360# 3.060# 15
16 2.034# 0.642# 1.735# 1.811# 6.287" 16.21 " 34.11 " 79.48 # 10.74 " 11.09 " 4.373" 2.551# 16
17 1.618# 0.566# 2.080# 2.210# 5.233" 12.84 " 20.75 " 34.61 " 9.084" 8.489" 6.384" 2.404# 17
18 1.015# 0.555# 1.729# 1.999# 4.735" 10.75 " 14.89 " 21.71 " 8.100" 8.146" 9.668" 2.541# 18
19 1.240# 0.637# 1.587# 1.963# 4.509" 9.543" 12.17 " 20.55 " 7.995" 7.048" 7.423" 4.746# 19
20 1.300# 0.475# 1.444# 1.775# 4.643" 9.622" 10.74 " 18.77 " 7.016" 6.086" 6.336" 4.692" 20
21 1.014# 0.372# 1.470# 1.636# 8.830" 9.212" 30.07 " 15.18 " 6.200" 9.309" 5.386" 2.930# 21
22 0.846# 0.556# 1.136# 1.925# 6.596" 7.882" 30.80 " 12.99 " 18.70 " 96.41 # 4.122" 2.949# 22
23 0.909# 0.674# 1.228# 1.665# 5.311" 7.512" 18.67 " 13.15 " 269.1 $ 39.19 " 3.427" 2.606# 23
24 1.478# 0.850# 1.524# 1.297# 6.473" 7.642" 14.23 " 164.2 # 129.4 # 17.67 " 3.543" 2.366# 24
25 1.889# 2.004# 1.814# 2.156# 31.17 " 7.701" 11.78 " 74.69 # 34.56 " 11.70 " 3.955" 2.330# 25
26 2.935# 2.193# 3.022# 2.805# 17.80 " 10.01 " 9.998" 41.83 " 20.16 " 8.723" 2.832# 2.490# 26
27 2.247# 1.897# 2.144# 2.569# 9.081" 8.655" 9.672" 25.26 " 14.89 " 7.408" 2.187# 2.295# 27
28 1.654# 1.336# 1.810# 1.962# 7.047" 7.773" 9.840" 17.91 " 12.73 " 6.789" 2.395# 1.804# 28
29 1.150# 1.269# 2.091# 6.340" 7.631" 10.61 " 56.68 # 154.0 & 6.233" 2.319# 2.333# 29
30 1.012# 1.466# 2.169# 6.106" 12.32 " 11.33 " 159.6 # 617.6 & 5.459" 2.649# 2.934# 30
31 0.746# 1.921# 5.692" 28.96 " 62.02 # 4.723" 2.446# 31
Mean 1.571# 0.879# 1.356# 1.806# 8.789# 38.32 & 22.05 # 41.84 # 67.12 & 19.48 # 3.968# 14.90 #
Median 1.592# 0.732# 1.269# 1.807# 6.340# 12.36 & 14.49 # 28.33 # 20.92 & 11.09 # 3.790# 3.513#
Maximum 2.935# 2.193# 3.022# 2.805# 36.44 # 412.7 & 81.91 # 164.2 # 617.6 & 128.2 # 9.668# 160.8 #
Minimum 0.746# 0.372# 0.562# 1.294# 1.791# 6.268& 9.521# 11.22 # 6.200& 4.723# 2.067# 1.804#
Total 48.71 # 24.62 # 42.04 # 54.19 # 272.5 #1150 & 683.5 #1297 #2014 & 603.9 # 119.0 # 461.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.55 & " ... Relative Uncertainty +/-10%
Ann. Median 5.739& # ... Relative Uncertainty +/-15%
Annual Total 6771 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 617.6 & 0.372&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 1.918# 1.214# 0.730# 1.158# 3.791" 4.673" 9.150" 122.7 # 35.09 " 8.509" 44.98 " 1.974# 1
2 2.190# 1.383# 0.721# 1.007# 2.822# 4.647" 20.17 " 100.9 # 66.23 " 8.557" 33.08 " 2.194# 2
3 2.057# 1.207# 0.552# 1.063# 2.854# 5.002" 24.15 " 38.38 " 52.79 " 8.408" 12.15 " 2.339# 3
4 1.920# 1.173# 0.555# 1.146# 2.617# 6.604" 18.00 " 72.76 # 34.94 " 7.448" 7.952" 2.214# 4
5 2.028# 0.922# 0.528# 1.001# 2.500# 18.31 " 26.38 " 284.8 $ 27.93 " 7.296" 6.166" 2.052# 5
6 1.991# 0.866# 0.863# 1.013# 3.199" 54.91 " 18.42 " 115.1 # 22.11 " 25.03 " 4.980" 1.971# 6
7 1.955# 0.761# 0.852# 0.986# 4.232" 40.29 " 28.40 " 39.89 " 17.41 " 35.38 " 3.933" 1.590# 7
8 1.748# 0.538# 0.744# 1.409# 3.322" 14.93 " 21.60 " 26.25 " 15.63 " 17.67 " 3.197# 1.535# 8
9 1.772# 0.767# 0.551# 1.655# 2.797# 11.57 " 21.45 " 19.98 " 28.03 " 11.58 " 2.917# 1.491# 9
10 2.040# 0.833# 0.760# 2.274# 2.455# 9.100" 18.41 " 55.13 # 28.07 " 9.152" 2.735# 1.330# 10
11 2.916# 0.656# 0.866# 1.620# 3.681# 7.598" 36.50 " 105.9 # 17.91 " 10.62 " 2.744# 1.160# 11
12 2.287# 0.570# 0.671# 1.624# 6.906" 7.153" 243.3 $ 44.75 " 14.08 " 13.86 " 2.753# 0.890# 12
13 2.018# 0.555# 0.428# 1.568# 4.594" 12.96 " 201.5 $ 27.35 " 11.47 " 9.625" 2.551# 0.802# 13
14 1.732# 0.982# 0.748# 1.656# 3.791" 219.3 & 56.55 # 19.37 " 15.04 " 8.746" 2.385# 0.824# 14
15 1.782# 1.134# 0.464# 1.580# 3.669" 286.1 & 33.59 " 42.59 # 131.6 # 7.408" 2.137# 1.081# 15
16 1.786# 1.258# 0.844# 7.003# 3.476" 40.16 " 21.77 " 76.70 # 51.60 # 6.333" 1.833# 1.203# 16
17 1.406# 1.059# 1.462# 25.52 " 3.567" 19.57 " 16.30 " 40.32 " 24.45 " 8.806" 1.899# 0.859# 17
18 1.703# 1.199# 1.551# 13.82 " 3.765" 38.52 " 19.77 " 31.48 " 16.98 " 35.32 " 2.001# 0.893# 18
19 1.850# 1.106# 1.348# 11.06 " 3.583" 49.07 " 32.48 " 21.55 " 13.52 " 17.38 " 2.224# 0.902# 19
20 2.077# 1.789# 1.272# 5.090" 4.506" 20.52 " 21.65 " 17.33 " 11.80 " 10.42 " 2.058# 0.853# 20
21 1.704# 1.023# 0.973# 3.827" 21.98 " 14.12 " 17.81 " 20.50 " 10.12 " 7.540" 1.740# 0.892# 21
22 1.339# 1.065# 1.221# 5.996" 22.47 " 11.88 " 21.45 " 39.77 " 9.103" 6.765" 2.293# 0.941# 22
23 1.159# 0.944# 2.166# 25.94 " 12.71 " 10.28 " 18.71 " 29.67 " 14.44 " 6.063" 4.836" 1.251# 23
24 0.866# 0.604# 2.253# 11.72 " 7.639" 9.605" 16.83 " 22.90 " 45.82 " 5.400" 4.118" 1.400# 24
25 0.866# 0.664# 1.908# 5.895" 6.357" 13.38 " 28.01 " 20.58 " 47.54 " 5.397" 3.207# 1.231# 25
26 1.105# 0.721# 1.807# 5.069" 5.305" 15.46 " 22.44 " 61.18 # 29.65 " 4.897" 2.716# 0.990# 26
27 1.113# 0.926# 1.692# 5.096" 5.004" 17.13 " 105.3 # 262.5 $ 22.03 " 4.365" 2.365# 1.032# 27
28 1.084# 1.083# 1.556# 4.278" 5.294" 11.58 " 46.91 " 93.37 # 14.83 " 9.110" 2.095# 0.974# 28
29 0.783# 1.253# 3.948" 5.170" 9.565" 25.23 " 40.54 " 11.57 " 23.47 " 2.071# 1.323# 29
30 0.794# 1.020# 3.939" 5.027" 8.976" 20.72 " 80.69 # 9.506" 12.21 " 2.003# 1.517# 30
31 1.040# 1.037# 5.097" 54.12 " 38.58 " 7.541" 1.252# 31
Mean 1.646# 0.964# 1.077# 5.299# 5.619# 33.10 & 40.87 $ 64.95 $ 28.38 # 11.62 " 5.737# 1.321#
Median 1.772# 0.963# 0.866# 3.050# 3.791# 13.17 & 21.77 $ 40.32 $ 19.97 # 8.746" 2.726# 1.231#
Maximum 2.916# 1.789# 2.253# 25.94 # 22.47 # 286.1 & 243.3 $ 284.8 $ 131.6 # 35.38 " 44.98 # 2.339#
Minimum 0.783# 0.538# 0.428# 0.986# 2.455# 4.647& 9.150$ 17.33 $ 9.103# 4.365" 1.740# 0.802#
Total 51.03 # 27.00 # 33.40 # 159.0 # 174.2 # 993.0 &1267 $2013 $ 851.3 # 360.3 " 172.1 # 40.96 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.83 & " ... Relative Uncertainty +/-10%
Ann. Median 4.594& # ... Relative Uncertainty +/-15%
Annual Total 6143 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 286.1 & 0.428&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.057# 0.238# 0.985# 3.796" 2.969# 8.087" 143.9 # 16.82 " 16.48 " 666.2 ^ 12.66 " 5.748" 1
2 0.972# 0.225# 1.249# 3.266# 2.611# 23.84 " 36.98 " 17.77 # 14.22 " 93.41 # 12.24 " 4.699" 2
3 1.008# 0.296# 1.219# 2.352# 2.244# 40.64 " 24.28 " 714.9 & 13.23 " 36.76 " 9.739" 3.773" 3
4 1.061# 0.691# 0.995# 2.094# 2.116# 37.17 " 31.37 " 327.0 & 14.43 " 50.24 " 8.458" 3.195# 4
5 1.620# 0.400# 0.905# 1.916# 2.110# 18.37 " 28.83 " 155.5 # 14.83 " 30.79 " 7.594" 2.587# 5
6 1.345# 0.333# 0.864# 2.221# 2.555# 39.45 " 86.50 # 86.05 # 12.87 " 20.60 " 6.758" 2.453# 6
7 1.118# 0.465# 0.840# 6.678" 2.704# 16.87 " 63.86 " 37.28 " 11.75 " 16.07 " 6.018" 2.963# 7
8 0.969# 0.482# 0.887# 3.396# 2.647# 10.40 " 34.06 " 25.28 " 19.28 " 15.81 " 5.570" 4.696" 8
9 0.769# 0.956# 0.719# 2.764# 2.673# 8.139" 31.97 " 20.24 " 26.33 " 15.87 " 5.986" 4.417" 9
10 0.621# 2.605# 0.585# 2.427# 2.697# 9.562" 47.01 # 18.32 " 24.86 " 12.85 " 4.949" 4.006" 10
11 0.456# 2.541# 0.529# 2.692# 2.542# 63.35 # 203.2 # 44.71 " 96.66 # 10.39 " 3.804" 3.375" 11
12 0.770# 1.565# 0.566# 16.25 " 3.409# 45.95 " 60.85 # 47.84 " 69.26 # 8.892" 3.298" 3.058" 12
13 1.031# 2.172# 0.397# 34.53 " 9.903" 24.18 " 29.65 " 52.73 " 67.80 # 13.61 " 2.739# 2.983# 13
14 1.189# 2.237# 0.577# 10.64 " 7.535" 15.22 " 63.75 # 47.90 " 33.70 " 30.05 " 2.715# 2.505# 14
15 0.929# 1.758# 0.572# 5.997" 5.673" 11.46 " 108.5 # 30.03 " 22.58 " 22.99 " 3.151# 2.434# 15
16 0.822# 2.378# 0.749# 5.178" 10.36 " 9.392" 46.19 " 77.53 # 18.38 " 13.73 " 3.198" 2.695# 16
17 0.763# 3.785# 0.682# 3.988" 17.53 " 7.919" 27.09 " 50.36 " 14.96 " 11.84 " 3.261" 2.395# 17
18 0.561# 9.303" 1.059# 4.014" 21.14 " 7.051" 21.22 " 53.11 " 13.35 " 16.02 " 16.22 " 4.165# 18
19 0.758# 3.621# 1.431# 4.656" 17.19 " 6.590" 18.32 " 36.36 " 12.92 " 17.92 " 25.69 " 28.50 " 19
20 0.553# 2.380# 1.236# 4.321" 7.096" 6.342" 63.26 # 86.32 # 16.52 " 12.35 " 19.44 " 9.977" 20
21 0.755# 1.993# 1.154# 3.857" 8.065" 6.305" 105.8 # 85.38 # 23.67 " 11.45 " 8.961" 5.669" 21
22 0.569# 2.165# 0.858# 3.408" 8.893" 7.214" 226.0 #1276 ^ 106.4 # 11.84 " 5.562" 3.925" 22
23 0.260# 1.490# 0.904# 3.401" 6.518" 23.55 " 77.92 #2155 ^ 336.7 $ 9.347" 4.485" 3.034# 23
24 0.048# 0.982# 1.279# 2.902# 5.445" 13.39 " 40.27 " 324.8 & 143.8 # 8.451" 3.758" 2.378# 24
25 0.233# 0.860# 1.186# 3.689" 4.855" 28.18 " 38.25 " 90.71 # 66.11 " 7.466" 4.604" 2.255# 25
26 0.399# 0.841# 1.147# 3.690" 4.419" 21.87 " 28.51 " 39.31 " 38.39 " 6.746" 6.828" 2.110# 26
27 0.371# 0.662# 1.095# 4.027" 4.187" 13.55 " 22.44 " 28.52 " 26.08 " 67.66 # 6.625" 1.802# 27
28 0.585# 0.853# 1.141# 3.816" 3.979" 12.70 " 18.95 " 23.05 " 19.31 " 126.6 # 5.672" 1.521# 28
29 0.380# 2.957# 3.386" 3.750" 18.68 " 16.33 " 23.82 " 187.6 & 27.49 " 4.794" 1.699# 29
30 0.331# 4.306" 3.195" 5.471" 147.0 # 22.13 " 18.73 "2036 ^ 17.91 " 4.245" 1.474# 30
31 0.360# 3.600" 15.75 " 20.93 " 16.70 " 14.66 " 1.290# 31
Mean 0.731# 1.724# 1.183# 5.285# 6.421# 23.41 # 57.68 # 194.4 ^ 117.3 ^ 46.00 ^ 7.301# 4.122#
Median 0.758# 1.236# 0.985# 3.689# 4.419# 14.39 # 36.98 # 47.84 ^ 23.13 ^ 15.87 ^ 5.621# 2.983#
Maximum 1.620# 9.303# 4.306# 34.53 # 21.14 # 147.0 # 226.0 #2155 ^2036 ^ 666.2 ^ 25.69 # 28.50 #
Minimum 0.048# 0.225# 0.397# 1.916# 2.110# 6.305# 16.33 # 16.70 ^ 11.75 ^ 6.746^ 2.715# 1.290#
Total 22.66 # 48.28 # 36.67 # 158.5 # 199.0 # 702.4 #1788 #6028 ^3519 ^1426 ^ 219.0 # 127.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.11 ^ " ... Relative Uncertainty +/-10%
Ann. Median 6.305^ # ... Relative Uncertainty +/-15%
Annual Total 14275 ^ $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum ^ ... Relative Uncertainty +/-50%
Daily 2155 ^ 0.048^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 1.269# 3.078# 1.409# 1.696# 4.414" 12.15 " 29.12 " 30.47 # 23.19 " 8.094" 2.664# 2.613# 1
2 1.452# 2.351# 1.703# 1.924# 4.067" 7.820" 70.75 # 95.17 # 18.27 " 7.195" 2.796# 1.893# 2
3 1.317# 1.976# 1.927# 1.910# 3.469" 6.706" 185.1 # 51.24 " 15.33 " 6.020" 3.530# 1.531# 3
4 1.500# 1.528# 1.776# 1.614# 3.238" 6.832" 174.0 # 59.51 " 14.20 " 5.517" 4.373" 1.327# 4
5 1.273# 1.260# 1.934# 1.545# 2.822# 11.37 " 45.40 " 68.71 # 19.02 " 5.098" 3.514" 1.368# 5
6 1.384# 1.244# 1.964# 1.493# 2.470# 28.47 " 25.79 " 110.9 # 35.15 " 5.873" 2.778# 1.943# 6
7 1.930# 1.120# 1.776# 1.384# 2.347# 12.35 " 197.4 $ 44.03 " 59.62 " 8.229" 2.337# 1.678# 7
8 1.850# 1.115# 2.531# 1.454# 2.779# 52.74 # 218.4 $ 30.77 " 39.36 " 5.725" 2.343# 1.220# 8
9 1.733# 1.388# 2.371# 1.439# 2.944# 40.77 " 86.35 # 24.13 " 43.94 " 4.801" 2.877# 1.004# 9
10 1.404# 1.825# 2.201# 1.598# 3.720" 16.75 " 37.29 " 19.15 " 38.76 " 4.645" 3.911" 0.921# 10
11 1.266# 1.710# 2.275# 1.548# 3.955" 77.37 # 27.61 " 15.64 " 24.11 " 3.968" 5.078" 0.914# 11
12 1.047# 1.470# 1.912# 1.715# 4.270" 64.40 # 23.93 " 24.97 " 17.73 " 5.821" 4.826" 0.899# 12
13 1.040# 1.255# 1.736# 3.205# 3.555" 65.27 # 21.23 " 33.28 " 14.20 " 6.781" 3.976" 0.823# 13
14 1.015# 0.959# 1.623# 4.238" 3.407" 35.45 " 17.26 " 126.8 # 12.18 " 7.484" 3.043# 0.873# 14
15 1.025# 0.761# 1.888# 3.321" 3.913" 20.50 " 15.64 " 95.02 # 11.13 " 5.581" 2.557# 0.778# 15
16 1.012# 0.765# 3.425# 2.974# 4.036" 19.53 " 14.71 " 37.45 " 10.49 " 4.573" 2.191# 0.731# 16
17 1.012# 2.028# 3.346# 2.572# 12.75 " 46.64 " 12.79 " 29.22 " 9.987" 4.524" 2.282# 0.865# 17
18 1.019# 4.741# 2.309# 2.535# 30.24 " 35.79 " 11.38 " 55.73 " 9.809" 3.882" 3.091# 0.540# 18
19 1.006# 2.506# 2.073# 3.359# 9.999" 33.19 " 10.47 " 33.77 " 8.505" 3.585" 3.723" 0.672# 19
20 0.987# 1.978# 2.097# 2.816# 6.438" 19.39 " 9.860" 23.31 " 7.490" 3.755" 2.477# 0.692# 20
21 1.108# 1.682# 1.940# 3.110# 5.964" 14.02 " 14.69 " 25.02 " 7.253" 3.753" 2.030# 0.572# 21
22 1.468# 1.634# 1.669# 10.20 " 42.26 " 41.70 " 46.64 " 20.34 " 16.49 " 3.770" 1.723# 0.511# 22
23 1.592# 1.893# 1.393# 5.174" 19.59 " 43.45 " 39.99 " 18.27 " 11.30 " 3.747" 1.491# 0.575# 23
24 1.269# 1.599# 1.273# 3.474" 8.449" 21.26 " 40.09 " 33.76 " 9.018" 3.659" 1.596# 0.655# 24
25 1.156# 1.387# 1.282# 2.917# 6.656" 16.22 " 41.32 " 124.9 # 8.052" 3.399" 2.126# 0.725# 25
26 1.471# 1.258# 1.296# 2.913# 5.630" 13.17 " 25.25 " 159.8 # 14.38 " 3.099# 1.848# 0.400# 26
27 1.766# 1.389# 1.260# 2.785# 5.089" 136.7 # 17.46 " 121.4 # 10.39 " 2.786# 2.200# 0.555# 27
28 1.883# 1.210# 1.415# 2.656# 5.405" 125.7 # 14.06 " 125.9 # 8.069" 2.604# 2.102# 0.420# 28
29 1.747# 1.145# 1.493# 2.669# 6.150" 34.04 " 12.27 " 68.04 # 7.347" 2.602# 1.866# 1.254# 29
30 1.656# 1.322# 3.493# 5.650" 31.77 " 14.92 " 42.88 " 6.654" 2.445# 1.796# 1.380# 30
31 2.048# 1.539# 24.91 " 17.70 " 31.47 " 2.608# 1.153# 31
Mean 1.378# 1.664# 1.876# 2.791# 8.084# 36.38 # 48.99 $ 57.45 # 17.71 " 4.697# 2.772# 1.016#
Median 1.317# 1.470# 1.776# 2.662# 4.414# 30.12 # 25.25 $ 37.45 # 13.19 " 4.524# 2.517# 0.873#
Maximum 2.048# 4.741# 3.425# 10.20 # 42.26 # 136.7 # 218.4 $ 159.8 # 59.62 " 8.229# 5.078# 2.613#
Minimum 0.987# 0.761# 1.260# 1.384# 2.347# 6.706# 9.860$ 15.64 # 6.654" 2.445# 1.491# 0.400#
Total 42.70 # 48.26 # 58.16 # 83.73 # 250.6 #1091 #1519 $1781 # 531.4 " 145.6 # 83.15 # 31.48 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.48 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.472$ # ... Relative Uncertainty +/-15%
Annual Total 5666 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 218.4 $ 0.400$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.853# 0.223# 0.979# 283.5 & 7.614" 7.006" 35.17 " 11.18 " 16.67 " 54.85 " 30.50 " 6.076" 1
2 0.780# 0.295# 0.940#4928 ^ 8.973" 6.469" 22.24 " 52.37 # 13.71 " 35.07 " 13.32 " 6.139" 2
3 1.144# 0.358# 0.907# 887.2 ^ 17.64 " 6.762" 18.71 " 80.62 # 12.93 " 22.60 " 10.35 " 6.164" 3
4 1.051# 0.314# 0.985# 41.92 # 20.61 " 17.30 " 89.23 # 33.46 " 11.97 " 17.88 " 8.277" 6.135" 4
5 0.907# 0.270# 0.952# 12.44 " 14.33 " 25.10 " 193.2 # 22.28 " 13.42 " 16.37 " 8.531" 6.108" 5
6 1.006# 0.184# 0.843# 8.558" 10.10 " 17.36 " 135.6 # 17.91 " 87.23 # 30.67 " 8.744" 6.016" 6
7 0.924# 0.192# 0.633# 6.770" 8.384" 109.5 # 144.7 # 16.56 " 58.16 " 20.60 " 6.843" 6.055" 7
8 0.786# 0.370# 0.648# 6.580" 8.193" 87.35 # 71.02 # 15.14 " 46.71 " 19.08 " 8.868" 6.099" 8
9 0.492# 0.218# 0.752# 17.12 " 7.681" 73.17 # 36.91 " 13.37 " 124.0 # 22.48 " 10.07 " 6.069" 9
10 0.437# 0.491# 1.026# 11.74 " 6.855" 293.2 $ 25.12 " 12.25 " 65.89 # 34.29 " 7.905" 6.052" 10
11 0.373# 0.289# 2.838# 8.089" 6.241" 456.5 & 20.10 " 11.18 " 27.63 " 29.82 " 5.907" 6.048" 11
12 0.364# 0.281# 2.074# 6.414" 7.436"1358 ^ 17.86 " 10.70 " 21.00 " 22.21 " 5.478" 6.195" 12
13 0.232# 0.463# 1.777# 5.577" 6.875"1026 ^ 64.52 # 16.71 " 19.63 " 18.91 " 4.918" 6.278" 13
14 0.285# 1.236# 1.837# 4.839" 5.974" 375.9 & 87.94 # 147.1 # 28.79 " 14.13 " 4.207" 5.429" 14
15 0.280# 14.32 " 2.205# 4.449" 5.742" 149.4 # 61.76 # 66.55 # 21.41 " 11.79 " 3.826" 4.217" 15
16 0.279# 5.305" 1.612# 4.539" 33.30 " 67.10 # 66.56 # 43.43 # 17.98 " 29.64 # 3.865" 3.661" 16
17 0.193# 2.659# 1.119# 4.976" 51.67 " 39.50 " 32.26 " 147.5 # 36.30 # 159.4 # 3.906" 3.326" 17
18 0.163# 2.123# 0.920# 4.665" 23.54 # 452.6 & 23.47 " 133.2 # 70.56 # 64.40 # 3.831" 3.328" 18
19 0.070# 1.792# 0.988# 4.234" 156.1 # 483.7 & 19.00 " 77.17 # 29.51 " 30.11 " 3.658" 3.312" 19
20 0.148# 1.532# 1.206# 4.027" 52.94 # 192.9 # 16.40 " 32.67 " 20.44 " 19.11 " 3.476" 3.013# 20
21 0.257# 1.365# 1.207# 7.130" 27.61 " 85.89 # 20.71 " 24.27 " 25.73 " 15.43 " 3.280" 2.176# 21
22 0.254# 1.255# 1.046# 134.1 # 20.46 " 46.28 " 22.97 " 19.88 " 24.28 " 27.80 " 3.185" 1.985# 22
23 0.195# 1.196# 1.194# 48.69 " 17.38 " 36.67 " 17.57 " 17.40 " 18.72 " 17.00 " 3.146" 3.402# 23
24 0.130# 1.272# 0.830# 26.44 " 14.40 " 78.54 # 15.22 " 21.27 " 15.40 " 12.49 " 3.158" 6.547" 24
25 0.440# 1.000# 0.636# 15.55 " 11.58 " 101.8 # 13.96 " 24.62 " 12.30 " 11.18 " 3.124" 3.709" 25
26 0.322# 0.893# 0.780# 10.85 " 9.948" 48.03 " 13.17 " 27.49 " 11.33 " 14.98 " 2.607# 2.889# 26
27 0.452# 0.907# 1.086# 9.387" 9.017" 30.15 " 12.19 " 21.87 " 18.55 " 17.29 " 3.105# 2.497# 27
28 0.569# 1.002# 1.358# 10.03 " 8.398" 22.43 " 12.49 " 17.91 " 125.7 # 12.87 " 12.26 " 2.195# 28
29 0.465# 1.237# 8.107" 7.853" 18.56 " 13.42 " 15.50 " 111.8 # 10.02 " 6.307" 1.792# 29
30 0.338# 1.254# 7.365" 7.149" 38.07 " 15.13 " 28.27 " 78.45 # 7.934" 5.983" 1.838# 30
31 0.310# 14.83 # 7.324" 12.27 " 22.75 " 42.63 " 1.881# 31
Mean 0.468# 1.493# 1.635# 217.8 ^ 19.40 # 191.7 ^ 43.58 # 38.79 # 39.54 # 27.84 # 6.754# 4.407#
Median 0.364# 0.900# 1.046# 8.333^ 9.017# 70.13 ^ 22.24 # 22.28 # 22.85 # 19.11 # 5.198# 4.217#
Maximum 1.144# 14.32 # 14.83 #4928 ^ 156.1 #1358 ^ 193.2 # 147.5 # 125.7 # 159.4 # 30.50 # 6.547#
Minimum 0.070# 0.184# 0.633# 4.027^ 5.742# 6.469^ 12.19 # 10.70 # 11.33 # 7.934# 2.607# 1.792#
Total 14.50 # 41.80 # 50.70 #6533 ^ 601.4 #5751 ^1351 #1203 #1186 # 863.0 # 202.6 # 136.6 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 49.14 ^ " ... Relative Uncertainty +/-10%
Ann. Median 10.02 ^ # ... Relative Uncertainty +/-15%
Annual Total 17935 ^ $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum ^ ... Relative Uncertainty +/-50%
Daily 4928 ^ 0.070^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 2.109# 2.400# 0.837# 3.426# 6.739" 15.75 " 37.74 " 28.65 " 11.63 " 4.282" 2.165# 1.736# 1
2 2.058# 2.100# 0.725# 11.62 " 6.576" 10.31 " 24.51 " 24.87 " 8.825" 3.846" 2.200# 2.068# 2
3 2.012# 1.921# 0.920# 8.599" 6.614" 8.434" 15.61 " 19.10 " 8.241" 4.187" 2.264# 1.644# 3
4 1.936# 1.724# 0.885# 6.320" 6.153" 7.255" 17.77 " 15.20 " 12.74 " 16.34 " 2.089# 1.213# 4
5 2.189# 1.555# 0.879# 5.094" 10.13 " 6.635" 14.85 " 12.90 " 16.64 " 10.82 " 1.830# 1.120# 5
6 2.533# 1.494# 0.799# 4.486" 13.39 " 6.313" 12.06 " 11.97 " 11.43 " 6.328" 1.752# 1.165# 6
7 2.593# 1.752# 0.792# 4.256" 11.85 " 8.575" 10.32 " 12.31 " 9.620" 4.833" 2.446# 0.922# 7
8 2.478# 2.942# 0.954# 3.894" 6.873" 9.025" 8.973" 20.80 " 8.780" 3.825" 2.903# 1.043# 8
9 2.199# 2.017# 0.902# 3.490" 5.820" 9.476" 12.38 " 26.81 " 9.380" 3.699" 2.436# 1.820# 9
10 1.765# 1.649# 0.862# 3.662" 7.342" 9.181" 98.90 # 16.36 " 9.482" 3.344" 2.194# 1.430# 10
11 1.738# 1.405# 0.838# 4.352" 6.110" 8.198" 116.1 # 13.00 " 9.988" 3.459" 2.876# 1.259# 11
12 1.770# 1.286# 0.736# 4.893" 5.233" 7.265" 52.11 " 12.25 " 11.67 " 5.815" 3.470" 1.225# 12
13 1.760# 1.190# 0.716# 5.346" 4.533" 6.733" 31.53 " 12.43 " 13.51 " 5.143" 3.067# 1.113# 13
14 1.855# 0.986# 0.698# 8.046" 4.367" 6.180" 29.31 " 10.60 " 8.987" 4.229" 2.299# 0.825# 14
15 3.436# 0.984# 0.771# 4.859" 4.502" 5.795" 28.05 " 10.96 " 7.582" 3.749" 1.882# 0.958# 15
16 2.689# 1.560# 0.941# 4.359" 6.577" 5.790" 17.58 " 29.37 " 6.594" 3.506" 1.650# 0.744# 16
17 2.578# 1.668# 1.040# 5.629" 5.333" 5.568" 13.53 " 20.18 " 5.989" 3.637" 2.731# 0.901# 17
18 2.895# 1.349# 0.791# 5.309" 4.996" 5.481" 11.38 " 13.31 " 6.519" 3.634" 3.675" 0.899# 18
19 3.131" 1.492# 0.895# 8.329" 5.289" 5.920" 10.19 " 15.34 " 8.843" 3.282" 2.860# 1.057# 19
20 2.598# 1.510# 0.573# 6.030" 5.133" 10.87 " 10.17 " 17.43 " 7.955" 2.897# 2.377# 1.126# 20
21 1.973# 1.310# 0.768# 5.141" 4.881" 10.43 " 229.3 # 13.68 " 7.706" 2.856# 1.907# 0.978# 21
22 1.659# 1.134# 0.806# 13.28 " 4.738" 13.03 " 185.9 # 41.13 " 20.37 " 4.721" 1.805# 1.386# 22
23 1.468# 1.208# 13.99 # 12.06 " 5.127" 10.87 " 51.07 " 42.30 " 13.15 " 4.681" 1.635# 1.227# 23
24 1.459# 1.332# 38.85 " 8.434" 12.05 " 8.229" 29.03 " 20.46 " 12.04 " 3.997" 1.678# 0.942# 24
25 1.769# 1.358# 19.50 " 7.105" 8.419" 7.254" 54.76 " 16.46 " 7.914" 3.411" 1.793# 0.649# 25
26 4.429# 1.204# 9.645" 22.19 " 6.467" 24.48 " 34.04 " 17.21 " 7.101" 2.781# 1.452# 0.543# 26
27 3.131# 1.202# 5.302" 26.79 " 5.797" 28.87 # 70.88 # 14.27 " 6.992" 2.781# 1.327# 0.365# 27
28 2.368# 0.833# 3.922" 12.68 " 5.513" 173.1 # 270.2 # 11.92 " 5.811" 2.637# 1.336# 0.339# 28
29 2.483# 3.344" 12.92 " 5.681" 46.02 # 129.8 # 10.20 " 5.165" 2.403# 1.501# 0.357# 29
30 3.819" 2.903# 8.070" 18.95 " 20.36 " 71.60 # 8.595" 4.700" 2.418# 1.831# 0.481# 30
31 2.717# 2.919# 36.79 " 34.99 " 11.95 " 2.127# 0.373# 31
Mean 2.374# 1.520# 3.823# 8.022# 7.999" 16.71 # 55.95 # 17.81 " 9.512" 4.376# 2.181# 1.029#
Median 2.199# 1.448# 0.885# 5.830# 6.110" 8.504# 29.31 # 15.20 " 8.834" 3.699# 2.127# 1.043#
Maximum 4.429# 2.942# 38.85 # 26.79 # 36.79 " 173.1 # 270.2 # 42.30 " 20.37 " 16.34 # 3.675# 2.068#
Minimum 1.459# 0.833# 0.573# 3.426# 4.367" 5.481# 8.973# 8.595" 4.700" 2.127# 1.327# 0.339#
Total 73.60 # 42.57 # 118.5 # 240.7 # 248.0 " 501.4 #1735 # 552.0 " 285.4 " 135.7 # 65.43 # 31.91 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.04 # " ... Relative Uncertainty +/-10%
Ann. Median 4.721# # ... Relative Uncertainty +/-15%
Annual Total 4030 #
Maximum Minimum
Daily 270.2 # 0.339#
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.426# 0.677# 0.514# 0.959# 6.092" 4.612" 9.721" 46.41 " 23.26 " 10.93 " 11.67 " 1.431# 1
2 0.556# 0.524# 2.980# 0.984# 6.320" 4.219" 27.78 " 46.10 " 15.78 " 8.568" 7.853" 1.468# 2
3 1.253# 0.660# 2.647# 1.276# 5.839" 4.068" 84.70 # 28.32 " 11.92 " 7.469" 6.284" 1.594# 3
4 2.385# 0.458# 1.662# 1.247# 4.199" 4.861" 87.69 # 15.24 " 10.35 " 6.280" 5.256" 1.645# 4
5 1.555# 0.529# 1.080# 1.200# 3.948" 10.23 " 29.90 " 10.69 " 16.73 " 6.483" 4.287" 2.386# 5
6 1.355# 0.553# 0.817# 1.075# 3.898" 6.214" 14.71 " 46.50 # 14.67 " 9.439" 4.196" 12.46 " 6
7 1.071# 0.432# 0.711# 0.708# 3.401" 4.642" 10.41 " 152.8 # 11.48 " 7.534" 13.42 " 6.141" 7
8 0.823# 0.459# 0.505# 0.176# 3.151# 4.618" 9.292" 39.94 " 360.0 & 8.964" 7.339" 3.585" 8
9 0.868# 0.339# 0.425# 0.506# 2.880# 7.867" 16.09 " 16.64 " 169.4 # 18.02 " 5.070" 2.858# 9
10 0.828# 0.579# 0.428# 1.481# 2.799# 8.283" 17.93 " 14.72 " 39.37 " 16.66 " 4.168" 2.162# 10
11 1.634# 0.360# 0.582# 1.896# 2.670# 5.679" 10.36 " 54.71 " 19.53 " 11.85 " 3.504" 1.803# 11
12 1.348# 0.265# 0.575# 4.071# 2.849# 4.701" 8.472" 30.81 " 64.53 # 8.925" 3.058# 1.521# 12
13 1.041# 0.199# 0.524# 2.360# 3.944" 4.386" 8.125" 16.61 " 246.0 # 6.685" 2.752# 1.594# 13
14 0.675# 0.180# 0.433# 2.799# 4.285" 4.876" 7.509" 54.47 # 116.7 # 5.732" 3.353# 2.441# 14
15 0.655# 0.200# 0.486# 3.405" 3.424" 5.181" 7.107" 85.42 # 138.4 # 5.037" 3.066# 2.168# 15
16 0.654# 0.156# 0.508# 6.288" 3.325" 4.975" 7.998" 107.7 # 100.1 # 4.399" 2.562# 1.849# 16
17 0.474# 0.218# 0.587# 7.789" 3.443" 5.110" 13.52 " 46.60 " 43.39 " 4.406" 2.194# 6.354# 17
18 0.495# 0.315# 0.663# 4.000" 5.689" 4.919" 9.125" 21.26 " 23.94 " 7.356" 1.943# 12.11 " 18
19 0.475# 0.411# 0.916# 4.369" 8.375" 5.423" 7.364" 20.21 " 21.11 " 5.638" 1.890# 8.805" 19
20 1.300# 0.350# 1.487# 2.956# 6.885" 9.020" 8.590" 106.0 # 15.29 " 4.947" 3.472# 7.967" 20
21 0.843# 0.315# 0.131# 2.945# 7.621" 7.757" 8.739" 43.74 " 12.61 " 8.099" 3.748" 4.180" 21
22 0.635# 0.302# 0.007# 2.919# 4.573" 5.764" 11.96 " 23.08 " 16.32 " 7.494" 2.613# 3.362# 22
23 0.568# 0.279# 0.002# 2.681# 3.619" 5.344" 12.56 " 18.07 " 15.02 " 5.295" 2.135# 2.823# 23
24 0.364# 0.380# 0.000# 2.630# 3.312" 26.46 " 17.93 " 13.44 " 20.74 # 4.324" 1.960# 2.278# 24
25 0.383# 0.371# 0.000# 2.746# 3.184# 69.72 " 26.00 " 10.88 " 196.3 # 3.643" 1.990# 1.672# 25
26 0.305# 0.469# 0.004# 3.371# 6.320# 21.43 " 23.11 " 11.35 " 77.56 # 3.421" 2.114# 1.385# 26
27 0.402# 0.657# 0.015# 3.436" 16.07 " 9.253" 13.36 " 22.29 " 46.75 " 14.41 " 1.906# 1.093# 27
28 0.262# 0.419# 0.422# 2.695# 27.59 " 11.62 " 48.42 " 16.30 " 42.66 " 23.30 " 1.639# 1.117# 28
29 0.174# 1.954# 2.467# 17.64 " 12.46 " 19.65 " 21.21 # 20.99 " 12.33 " 1.452# 1.152# 29
30 0.377# 1.593# 3.152# 7.938" 9.714" 13.01 " 174.4 # 14.42 " 11.72 " 1.407# 1.149# 30
31 0.595# 1.220# 5.473" 28.20 " 64.32 # 29.74 " 0.985# 31
Mean 0.799# 0.395# 0.770# 2.620# 6.154# 9.780" 19.98 # 44.52 # 64.18 & 9.326" 3.943# 3.340#
Median 0.654# 0.375# 0.524# 2.688# 4.199# 5.551" 13.01 # 28.32 # 22.19 & 7.494" 3.062# 2.162#
Maximum 2.385# 0.677# 2.980# 7.789# 27.59 # 69.72 " 87.69 # 174.4 # 360.0 & 29.74 " 13.42 # 12.46 #
Minimum 0.174# 0.156# 0.000# 0.176# 2.670# 4.068" 7.107# 10.69 # 10.35 & 3.421" 1.407# 0.985#
Total 24.78 # 11.05 # 23.88 # 78.59 # 190.8 # 293.4 " 619.3 #1380 #1925 & 289.1 " 118.3 # 103.5 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.86 & " ... Relative Uncertainty +/-10%
Ann. Median 4.199& # ... Relative Uncertainty +/-15%
Annual Total 5058 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 360.0 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.830# 0.678# 0.337# 14.53 " 4.033" 19.92 " 42.23 " 259.5 $ 164.0 # 12.02 " 15.58 " 13.46 " 1
2 0.836# 0.641# 0.388# 8.996" 2.860# 14.38 " 25.13 " 247.1 $ 118.3 # 15.60 " 10.66 " 10.42 " 2
3 0.832# 0.941# 0.413# 2.785# 2.627# 9.385" 16.23 " 237.2 $ 34.74 " 50.60 " 7.695" 8.149" 3
4 1.130# 1.210# 0.382# 1.941# 2.641# 7.280" 13.74 " 105.9 # 19.09 " 25.94 " 5.875" 6.256" 4
5 0.897# 1.275# 0.271# 1.690# 2.551# 6.323" 36.84 " 48.23 " 14.81 " 40.93 " 5.357" 5.818" 5
6 0.826# 0.952# 0.284# 1.629# 2.565# 5.730" 51.44 " 40.44 " 12.11 " 19.57 " 7.287" 5.828" 6
7 0.714# 0.503# 0.354# 1.579# 2.477# 5.358" 24.47 " 107.7 # 10.24 " 14.18 " 9.787" 4.566" 7
8 0.562# 0.408# 0.348# 1.613# 2.473# 5.034" 15.23 " 63.52 # 9.170" 11.55 " 6.980" 3.891" 8
9 0.511# 0.299# 0.357# 2.479# 2.528# 5.347" 55.80 " 32.72 " 8.432" 9.737" 5.320" 3.993" 9
10 0.470# 0.198# 0.364# 1.849# 2.614# 15.82 " 98.90 # 33.20 " 7.734" 8.785" 4.645" 5.684" 10
11 0.677# 0.194# 0.438# 1.790# 8.182" 34.73 " 315.0 $ 23.88 " 7.620" 7.572" 4.982" 13.86 " 11
12 0.586# 0.234# 0.376# 1.525# 4.997" 52.71 " 386.4 $ 19.48 " 6.991" 18.59 " 5.184" 6.975" 12
13 0.726# 0.133# 0.290# 1.413# 8.491" 27.69 " 163.9 # 17.35 " 60.73 # 18.52 " 4.787" 4.890" 13
14 0.828# 0.035# 0.425# 1.263# 32.78 " 13.64 " 57.61 " 15.53 " 71.75 # 11.12 " 3.857" 3.946" 14
15 0.480# 0.003# 0.535# 1.161# 18.60 " 44.39 # 54.89 # 14.01 " 19.70 " 8.766" 3.484" 3.260# 15
16 0.593# 0.001# 0.477# 1.125# 11.83 " 352.9 $ 229.9 # 12.56 " 12.44 " 7.397" 2.923# 3.263" 16
17 0.526# 0.005# 0.396# 1.584# 7.275" 342.3 $ 175.9 # 11.32 " 11.15 " 7.455" 2.775# 3.122# 17
18 0.501# 0.161# 0.354# 4.151# 7.107" 166.7 # 98.79 # 10.20 " 82.74 # 7.660" 2.972# 2.820# 18
19 0.534# 0.170# 0.409# 11.24 " 8.555" 41.70 " 276.2 # 14.99 " 140.2 # 7.165" 2.918# 2.540# 19
20 1.592# 0.103# 0.106# 13.77 " 9.578" 21.63 " 196.4 # 18.76 " 45.51 " 5.639" 7.511" 2.246# 20
21 2.083# 0.064# 0.010# 27.06 " 7.240" 15.45 " 85.28 # 14.50 " 32.74 " 6.674" 202.9 # 2.153# 21
22 1.460# 0.086# 0.001# 18.79 " 5.636" 12.04 " 40.91 " 12.18 " 44.64 " 6.167" 153.5 # 2.559# 22
23 1.107# 0.088# 0.001# 7.724" 7.927" 10.21 " 32.66 " 10.84 " 19.16 " 5.554" 483.6 & 2.063# 23
24 0.809# 0.108# 0.370# 5.501" 17.66 " 8.675" 68.22 " 10.08 " 14.08 " 6.338" 935.5 & 1.671# 24
25 0.725# 0.099# 0.667# 3.976" 23.84 " 8.347" 44.25 " 10.26 " 24.84 " 10.73 " 344.4 & 1.526# 25
26 0.561# 0.527# 0.604# 3.465" 12.72 " 7.955" 26.89 " 10.21 " 34.64 " 10.18 " 198.6 # 1.553# 26
27 0.611# 0.408# 0.417# 3.229" 8.229" 7.478" 20.80 " 9.598" 16.51 " 5.807" 179.7 # 1.301# 27
28 0.505# 0.336# 0.444# 3.472" 24.81 " 98.61 # 19.55 " 9.186" 12.38 " 7.123" 195.5 # 1.271# 28
29 0.307# 0.306# 0.412# 3.324# 52.70 " 210.8 # 20.97 " 9.631" 11.52 " 125.8 # 59.20 # 1.245# 29
30 0.410# 0.462# 3.120# 17.93 " 102.9 # 85.76 # 12.51 " 10.95 " 121.6 # 20.75 " 1.126# 30
31 0.506# 0.725# 12.05 " 243.8 $ 11.60 " 36.32 " 1.120# 31
Mean 0.766# 0.351# 0.368# 5.259# 10.82 # 55.85 $ 97.55 $ 46.91 $ 35.96 # 21.00 # 96.47 & 4.277#
Median 0.677# 0.198# 0.382# 2.952# 7.927# 14.92 $ 54.89 $ 14.99 $ 17.80 # 10.18 # 7.399& 3.260#
Maximum 2.083# 1.275# 0.725# 27.06 # 52.70 # 352.9 $ 386.4 $ 259.5 $ 164.0 # 125.8 # 935.5 & 13.86 #
Minimum 0.307# 0.001# 0.001# 1.125# 2.473# 5.034$ 13.74 $ 9.186$ 6.991# 5.554# 2.775& 1.120#
Total 23.74 # 10.17 # 11.42 # 157.8 # 335.5 #1675 $3024 $1454 $1079 # 651.1 #2894 & 132.6 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 31.28 & " ... Relative Uncertainty +/-10%
Ann. Median 7.258& # ... Relative Uncertainty +/-15%
Annual Total 11449 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 935.5 & 0.001&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.957# 0.862# 1.182# 11.96 " 2.956# 3.423" 260.3 # 13.89 " 98.40 # 80.22 # 7.512" 1.972# 1
2 1.071# 0.688# 2.460# 5.810" 2.230# 3.378" 155.6 # 12.54 " 139.5 # 42.34 " 6.465" 1.921# 2
3 0.866# 0.586# 2.183# 2.402# 1.989# 5.211" 50.67 " 11.72 " 117.8 # 24.16 " 5.058" 1.773# 3
4 0.887# 0.608# 1.384# 1.820# 1.903# 67.76 # 24.39 " 11.19 " 63.55 " 18.36 " 4.379" 1.706# 4
5 0.882# 0.724# 1.203# 1.958# 1.786# 219.5 # 18.46 " 10.66 " 46.30 # 16.10 " 4.109" 1.623# 5
6 0.646# 0.720# 1.004# 1.733# 1.560# 116.5 # 19.92 " 18.28 " 156.8 # 14.49 " 4.445" 1.701# 6
7 0.784# 0.542# 0.910# 1.602# 1.564# 37.52 " 53.83 " 17.12 " 106.0 # 14.07 " 5.198" 2.035# 7
8 0.780# 0.861# 0.933# 1.710# 1.479# 33.37 " 24.85 " 12.27 " 146.3 # 12.74 " 4.841" 2.174# 8
9 0.661# 0.705# 0.827# 1.649# 1.464# 14.65 " 17.73 " 11.96 " 82.94 # 12.46 " 4.382# 1.779# 9
10 0.523# 0.361# 0.803# 1.801# 1.425# 11.31 " 32.36 " 11.81 " 63.10 # 12.18 " 3.749# 1.730# 10
11 0.677# 0.369# 0.724# 1.966# 4.645# 11.24 " 118.0 # 17.23 " 140.4 # 21.93 " 3.550# 1.558# 11
12 0.685# 0.301# 0.731# 2.041# 7.452" 14.23 " 70.15 # 13.42 " 88.78 # 19.53 " 3.663# 1.193# 12
13 0.495# 0.268# 0.959# 2.065# 3.624" 13.45 " 47.70 " 12.08 " 109.8 # 25.24 " 4.406# 1.303# 13
14 0.840# 0.496# 0.846# 1.595# 2.915# 18.63 " 33.66 " 17.09 " 67.73 # 19.66 " 4.219# 1.176# 14
15 0.706# 1.515# 0.815# 1.409# 2.514# 14.23 " 22.54 " 154.4 $ 41.61 " 13.32 " 3.373# 0.937# 15
16 0.621# 1.275# 0.752# 1.317# 2.307# 11.01 " 17.82 " 456.6 & 30.71 " 10.33 " 2.956# 1.025# 16
17 0.402# 0.780# 0.641# 1.246# 2.268# 14.71 " 93.66 # 225.5 $ 21.38 " 8.455" 2.831# 1.159# 17
18 0.462# 0.717# 0.697# 1.345# 2.168# 10.83 " 145.9 # 64.09 # 21.66 " 7.038" 6.876" 1.384# 18
19 0.682# 0.782# 0.940# 1.482# 2.078# 105.3 # 452.4 & 29.51 # 25.68 " 6.322" 9.462" 1.143# 19
20 0.655# 0.705# 1.125# 1.622# 2.459# 151.6 # 291.5 & 23.53 # 21.27 " 5.729" 8.508" 1.059# 20
21 0.607# 0.478# 1.843# 1.564# 7.489" 144.1 # 305.7 & 25.88 # 96.09 # 5.119" 5.248" 1.222# 21
22 0.554# 0.474# 1.969# 2.426# 14.36 " 63.00 # 445.4 & 30.02 # 165.1 # 4.726" 5.262" 0.934# 22
23 0.683# 0.477# 1.523# 4.094" 39.38 " 23.35 " 293.3 # 93.15 # 54.75 # 4.951" 4.069" 0.884# 23
24 0.385# 0.435# 1.419# 3.220" 19.78 " 23.70 " 174.0 # 101.6 # 33.98 " 5.112" 3.129# 0.823# 24
25 0.430# 0.584# 1.403# 2.839# 6.816" 19.77 " 211.8 # 61.95 " 34.35 " 4.685" 2.688# 0.938# 25
26 0.475# 1.433# 1.330# 3.214# 4.764" 16.25 " 155.0 # 29.97 # 20.12 " 5.745" 2.713# 0.692# 26
27 0.449# 1.684# 1.168# 2.881# 3.910" 16.84 " 66.07 # 20.46 # 15.92 " 60.99 " 2.995# 0.705# 27
28 0.638# 1.268# 1.145# 2.453# 3.378" 80.83 # 35.56 " 215.8 $ 16.00 " 20.42 " 2.676# 0.951# 28
29 1.165# 1.225# 2.185# 3.132" 191.4 # 23.77 " 272.5 $ 76.61 # 19.89 " 2.356# 0.638# 29
30 1.448# 1.364# 2.537# 2.987# 250.3 # 18.69 " 115.2 # 189.6 # 13.39 " 2.088# 0.936# 30
31 1.047# 6.292# 2.916# 15.86 " 57.03 " 8.682" 1.778# 31
Mean 0.715# 0.739# 1.349# 2.532# 5.151# 56.91 # 119.2 & 69.95 & 76.41 # 17.37 # 4.440# 1.318#
Median 0.677# 0.696# 1.145# 1.962# 2.915# 19.20 # 53.83 & 23.53 & 65.64 # 13.32 # 4.164# 1.193#
Maximum 1.448# 1.684# 6.292# 11.96 # 39.38 # 250.3 # 452.4 & 456.6 & 189.6 # 80.22 # 9.462# 2.174#
Minimum 0.385# 0.268# 0.641# 1.246# 1.425# 3.378# 15.86 & 10.66 & 15.92 # 4.685# 2.088# 0.638#
Total 22.16 # 20.70 # 41.80 # 75.95 # 159.7 #1707 #3697 &2168 &2292 # 538.4 # 133.2 # 40.85 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 29.86 & " ... Relative Uncertainty +/-10%
Ann. Median 3.663& # ... Relative Uncertainty +/-15%
Annual Total 10898 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 456.6 & 0.268&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 1.393# 0.987# 0.415# 1.398# 2.988$ 9.409" 7.714" 31.82 $ 21.95 " 3.724" 2.913# 0.921# 1
2 0.837# 0.780# 0.463# 2.606# 3.452$ 6.870" 18.65 " 18.18 $ 16.44 " 3.578" 2.494# 1.016# 2
3 0.672# 1.172$ 0.259# 5.975" 3.306$ 9.063" 32.93 " 13.84 $ 14.98 " 3.578" 1.983# 1.748# 3
4 0.943# 1.207$ 0.312# 2.786# 2.539$ 24.92 " 22.92 " 13.07 " 16.01 " 3.654" 1.979# 3.485# 4
5 0.785# 0.995# 0.653# 2.182# 2.009# 15.47 " 13.82 " 11.94 " 16.14 " 5.138" 4.647# 5.555" 5
6 0.709# 0.836# 0.667# 2.143# 2.043# 14.13 " 10.19 " 13.34 " 12.33 " 4.556" 4.387" 4.910" 6
7 0.881# 0.624# 0.669# 2.114# 2.105# 8.731" 8.239" 11.64 " 11.33 " 3.754" 3.076# 20.50 " 7
8 0.808# 0.868# 0.706# 2.094# 2.271# 11.32 " 7.081" 19.72 " 51.21 " 3.222" 2.419# 34.04 " 8
9 0.846# 0.710# 0.793# 1.889# 2.902# 8.017" 10.62 " 15.91 " 121.7 # 2.927# 2.330# 10.81 " 9
10 0.609# 0.814# 0.873# 2.469# 4.222" 5.983" 35.04 " 12.18 " 68.56 # 3.257# 6.350# 4.441" 10
11 0.618# 1.579# 0.738# 2.357# 3.156" 5.023" 24.31 " 10.09 " 27.61 " 31.09 " 67.87 " 3.427" 11
12 0.618# 1.379# 0.598# 2.390# 2.772# 4.575" 182.9 # 13.01 " 109.9 # 36.29 " 71.99 " 3.112# 12
13 0.515# 1.207# 0.561# 4.075# 2.849# 4.330" 242.4 # 121.7 # 86.55 # 17.14 " 52.71 " 2.713# 13
14 0.558# 0.973# 0.561# 3.110# 7.910" 4.301" 81.54 # 72.71 # 36.81 " 7.846" 20.66 " 2.256# 14
15 0.588# 0.876# 1.122# 2.628# 4.971" 5.568" 34.74 " 27.12 " 21.82 " 5.796" 5.996" 1.966# 15
16 0.534# 0.685# 1.271# 2.023# 3.855" 24.28 " 41.85 # 17.26 " 15.83 " 4.184" 3.917" 1.532# 16
17 0.365# 0.680# 1.116# 1.803# 3.611" 20.21 " 197.0 # 15.28 " 13.20 " 3.563" 3.199# 1.536# 17
18 0.412# 1.218# 1.042# 1.745# 3.569" 10.38 " 147.3 # 111.5 # 10.85 " 3.105# 2.725# 1.396# 18
19 0.467# 1.433# 0.997# 1.690# 3.302" 7.378" 126.4 # 132.9 # 9.219" 2.766# 2.311# 1.368# 19
20 0.299# 1.072# 1.036# 1.655# 3.090" 6.048" 65.66 # 65.51 # 7.890" 4.457# 2.108# 1.431# 20
21 1.024# 1.083# 1.162# 1.696# 2.996" 5.304" 28.70 " 31.01 " 6.869" 40.05 " 1.994# 1.373# 21
22 1.122# 1.231# 1.115# 2.254# 2.890# 5.115" 19.10 " 154.8 # 5.818" 35.70 " 1.985# 1.535# 22
23 0.880# 0.865# 1.896# 2.458# 5.102" 32.93 " 14.52 " 91.84 # 5.066" 48.34 " 2.647# 1.444# 23
24 0.634# 0.665# 2.794# 2.021# 9.810" 66.07 # 12.17 " 52.49 " 4.772" 27.94 " 2.489# 1.413# 24
25 5.685# 0.630# 2.498# 1.771# 6.308" 20.02 " 10.99 " 27.59 " 4.593" 8.272" 2.009# 1.659# 25
26 4.110# 0.737# 1.593# 1.796# 4.365" 11.44 " 11.47 $ 19.67 " 4.393" 4.083" 1.605# 1.479# 26
27 2.212# 0.636# 1.596# 1.918# 6.027" 8.685" 15.01 $ 15.53 " 4.530" 3.672" 1.431# 1.618# 27
28 1.675# 0.386# 1.766# 1.895$ 11.50 " 11.46 " 12.52 $ 12.80 " 4.348" 3.973" 1.292# 1.015# 28
29 1.299# 1.559# 1.935$ 7.504" 14.27 " 21.88 $ 11.14 " 4.068" 4.900" 1.136# 0.832# 29
30 1.048# 1.337# 1.946$ 4.801" 9.939" 28.03 $ 11.59 " 3.919" 4.238" 0.883# 0.689# 30
31 0.855# 1.300# 4.581" 79.70 $ 13.91 " 3.465" 0.714# 31
Mean 1.097# 0.940$ 1.080# 2.294$ 4.284$ 13.04 # 50.49 $ 38.42 $ 24.62 # 10.91 # 9.451# 3.933#
Median 0.808# 0.872$ 1.036# 2.058$ 3.452$ 9.236# 22.92 $ 17.26 $ 12.77 # 4.184# 2.492# 1.536#
Maximum 5.685# 1.579$ 2.794# 5.975$ 11.50 $ 66.07 # 242.4 $ 154.8 $ 121.7 # 48.34 # 71.99 # 34.04 #
Minimum 0.299# 0.386$ 0.259# 1.398$ 2.009$ 4.301# 7.081$ 10.09 $ 3.919# 2.766# 0.883# 0.689#
Total 34.00 # 26.33 $ 33.47 # 68.82 $ 132.8 $ 391.2 #1565 $1191 $ 738.7 # 338.3 # 283.5 # 121.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.49 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.465$ # ... Relative Uncertainty +/-15%
Annual Total 4926 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 242.4 $ 0.259$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.691# 5.481" 0.834# 0.754# 3.660# 3.617# 138.5 # 140.4 # 8.814" 11.17 " 6.887" 0.255$ 1
2 0.573# 3.135# 0.983# 0.722# 6.218" 13.96 " 246.9 # 131.5 # 14.92 " 8.831" 6.012" 0.173$ 2
3 0.623# 2.421# 0.899# 0.690# 9.176" 77.57 # 262.8 # 246.2 $ 100.8 # 13.97 " 54.85 # 0.296$ 3
4 0.685# 1.986# 0.707# 0.657# 5.078" 119.8 # 241.5 # 400.9 & 79.14 " 11.69 " 315.0 $ 0.322$ 4
5 0.779$ 1.840# 0.643# 0.577# 4.032" 48.72 " 147.3 # 181.4 # 80.61 " 10.02 " 138.1 # 0.193$ 5
6 4.683$ 1.453# 0.665# 0.552# 9.576" 14.12 " 157.2 # 97.78 # 65.44 " 8.688" 66.26 " 0.289$ 6
7 2.721! 1.330# 0.936# 0.606# 6.380" 9.480" 141.6 # 75.88 " 51.42 " 8.041" 55.12 " 0.612$ 7
8 1.412# 1.299# 1.100# 1.980# 4.128" 7.627" 103.8 # 64.16 " 31.35 " 11.76 " 66.14 # 9.284$ 8
9 1.130# 2.913# 1.238# 2.426# 3.379" 6.773" 83.01 # 90.00 # 14.39 " 92.50 # 223.3 # 10.11 $ 9
10 0.921# 2.750# 0.957# 1.433# 3.077# 6.103" 69.42 " 117.8 # 9.466" 64.08 " 119.9 $ 0.698$ 10
11 0.719# 2.897# 0.850# 1.380# 2.793# 5.201" 59.60 " 78.82 # 8.142" 26.51 " 28.65 $ 0.053# 11
12 0.515# 2.318# 0.904# 2.306# 2.612# 4.688" 49.62 " 57.01 " 7.290" 9.503" 13.14 $ 0.546$ 12
13 0.517# 1.671# 1.014# 3.369# 2.600# 4.302" 36.44 " 52.75 " 14.86 " 8.127" 5.747$ 0.506$ 13
14 0.375# 1.324# 0.842# 2.599# 2.605# 4.290" 22.51 " 106.8 # 46.23 " 6.895" 1.941$ 0.862$ 14
15 0.366# 1.065# 0.671# 2.065# 2.574# 5.930" 28.65 " 98.18 # 20.58 " 5.803" 1.238$ 2.701$ 15
16 0.279# 0.971# 0.712# 1.624# 2.607# 9.159" 123.9 # 210.9 # 10.54 " 5.197" 0.914$ 1.015$ 16
17 0.416# 0.943# 0.769# 1.491# 2.920# 13.23 " 87.10 # 189.0 # 61.79 " 5.151" 0.782$ 0.767$ 17
18 0.495# 1.075# 0.925# 1.571# 7.448" 7.408" 61.55 " 99.50 # 145.0 # 5.123" 1.125$ 0.636$ 18
19 0.360# 1.211# 1.224# 2.065# 7.177" 6.565" 41.74 " 71.52 " 289.0 # 6.793" 1.208$ 0.533$ 19
20 0.375# 1.144# 1.243# 1.669# 12.44 " 7.947" 31.47 " 49.57 " 157.5 # 5.459" 0.845$ 0.470$ 20
21 0.305# 1.061# 1.206# 1.443# 107.5 # 34.01 " 76.56 " 29.60 " 82.14 # 5.041" 0.709$ 0.420$ 21
22 0.344# 0.947# 1.085# 1.383# 47.78 " 18.78 " 64.19 " 267.8 $ 72.50 " 4.530" 0.669$ 0.352$ 22
23 0.326# 0.654# 1.008# 1.485# 9.515" 7.802" 61.55 " 214.3 $ 59.41 " 102.7 # 0.606$ 0.376$ 23
24 1.276# 0.563# 1.002# 1.473# 6.463" 9.524" 54.56 " 138.4 # 39.44 " 193.9 # 0.501$ 0.381$ 24
25 7.513# 0.553# 0.942# 5.014# 5.716" 111.6 # 38.59 " 177.3 # 19.47 " 105.3 # 0.420$ 0.268$ 25
26 2.925# 0.601# 0.822# 39.27 " 5.359# 68.55 # 101.2 # 107.9 # 13.73 " 77.30 " 0.412$ 0.295$ 26
27 1.876# 0.546# 0.770# 20.12 " 4.818" 21.92 " 82.47 # 75.98 " 49.52 " 61.95 " 0.428$ 0.379$ 27
28 1.433# 0.885# 0.723# 6.197" 4.212" 36.87 # 68.89 " 63.20 " 88.71 # 49.22 " 0.438$ 0.439$ 28
29 4.134# 0.710# 3.897" 3.913" 105.6 # 153.0 # 54.01 " 63.55 " 21.38 " 0.454$ 0.266$ 29
30 14.46 " 0.815# 3.111# 3.928" 75.28 " 225.8 # 35.11 " 30.54 " 8.742" 0.438$ 0.228# 30
31 19.20 " 0.742# 4.419" 157.2 # 16.31 " 8.059" 0.261# 31
Mean 2.337! 1.609# 0.901# 3.797# 9.810# 28.88 # 103.8 # 120.6 & 57.88 # 31.08 # 37.07 $ 1.096$
Median 0.691! 1.255# 0.899# 1.597# 4.419# 9.502# 82.47 # 98.18 & 47.88 # 9.503# 1.223$ 0.381$
Maximum 19.20 ! 5.481# 1.243# 39.27 # 107.5 # 119.8 # 262.8 # 400.9 & 289.0 # 193.9 # 315.0 $ 10.11 $
Minimum 0.279! 0.546# 0.643# 0.552# 2.574# 3.617# 22.51 # 16.31 & 7.290# 4.530# 0.412$ 0.053$
Total 72.43 ! 45.04 # 27.94 # 113.9 # 304.1 # 866.5 #3219 #3740 &1736 # 963.5 #1112 $ 33.99 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.52 ! ! ... Not reviewed / Quality not known
Ann. Median 5.078! " ... Relative Uncertainty +/-10%
Annual Total 12235 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 400.9 ! 0.053!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.320$ 0.048# 0.102# 0.156# 0.633$ 9.840$ 17.47 $ 1.545$ 86.62 $ 15.84 $ 0.591$ 1.627$ 1
2 0.381$ 0.048# 0.082# 0.172# 0.473$ 249.1 $ 12.92 $ 1.249$ 36.10 $ 7.976$ 0.737$ 0.954$ 2
3 0.413$ 0.049# 0.085# 0.162# 0.388$ 253.2 $ 8.276$ 17.46 $ 20.51 $ 3.873$ 0.746$ 0.616$ 3
4 0.349$ 0.104# 0.083# 0.187# 0.374$ 28.13 $ 4.485$ 23.19 $ 201.9 $ 2.481$ 8.213$ 0.533$ 4
5 0.338$ 0.117# 0.079# 0.362$ 0.395$ 6.061$ 2.231$ 17.39 $ 412.6 # 3.214$ 21.22 $ 0.465$ 5
6 0.370$ 0.114# 0.072# 0.420$ 0.588$ 1.495$ 1.452$ 10.05 $ 524.7 # 1.933$ 53.54 $ 0.865$ 6
7 0.395$ 0.113# 0.061# 0.296$ 0.790$ 1.131$ 28.38 $ 11.12 $ 172.9 $ 1.165$ 27.06 $ 0.742$ 7
8 0.353$ 0.103# 0.038# 0.254# 0.862$ 3.925$ 187.2 $ 35.43 $ 41.64 $ 1.004$ 4.604$ 1.080$ 8
9 0.346$ 0.098# 0.040# 0.235# 0.926$ 2.101$ 122.9 $ 27.11 $ 24.30 $ 0.970$ 1.076$ 0.611$ 9
10 0.300$ 0.095# 0.065# 0.219# 0.618$ 1.927$ 37.55 $ 15.48 $ 17.46 $ 0.851$ 0.886$ 0.460$ 10
11 0.230# 0.093# 0.083# 0.188# 0.544$ 27.49 $ 29.92 $ 9.528$ 13.88 $ 0.743$ 13.57 $ 0.416$ 11
12 0.169# 0.090# 0.097# 0.154# 0.459$ 28.67 $ 30.21 $ 32.14 $ 31.95 $ 0.662$ 14.14 $ 0.850$ 12
13 0.161# 0.084# 0.085# 0.166# 0.411$ 202.1 $ 52.43 $ 216.2 $ 19.63 $ 0.639$ 1.605$ 1.172$ 13
14 0.165# 0.088# 0.121# 0.191# 0.409$ 97.07 $ 43.91 $ 109.9 $ 10.11 $ 1.558$ 0.898$ 1.083$ 14
15 0.114# 0.089# 0.138# 0.197# 0.474$ 56.40 $ 26.97 $ 46.92 $ 6.100$ 4.715$ 0.828$ 0.804$ 15
16 0.127# 0.087# 0.159# 0.200# 0.779$ 75.70 $ 27.49 $ 26.82 $ 3.386$ 1.460$ 0.692$ 0.659$ 16
17 0.139# 0.079# 0.130# 0.191# 0.694$ 31.97 $ 98.24 $ 18.21 $ 1.442$ 1.041$ 0.596$ 0.511$ 17
18 0.117# 0.073# 0.103# 0.175# 1.052$ 15.83 $ 72.11 $ 13.16 $ 0.605$ 0.868$ 0.542$ 0.420$ 18
19 0.133# 0.072# 0.103# 0.252$ 0.921$ 36.53 $ 30.39 $ 9.012$ 2.920$ 0.756$ 0.510$ 0.431$ 19
20 0.108# 0.067# 0.108# 0.313$ 0.600$ 269.2 $ 17.85 $ 8.993$ 12.21 $ 0.710$ 0.478$ 0.350$ 20
21 0.122# 0.067# 0.141# 0.314$ 0.527$ 436.3 # 10.05 $ 12.26 $ 3.812$ 0.624$ 0.407$ 0.327$ 21
22 0.094# 0.063# 0.162# 0.462$ 0.519$ 158.2 $ 4.071$ 48.81 $ 73.07 $ 0.599$ 0.368$ 0.233# 22
23 0.106# 0.056# 0.153# 0.474$ 0.463$ 39.51 $ 9.692$ 83.07 $ 58.14 $ 1.701$ 0.377$ 0.243# 23
24 0.124# 0.051# 0.121# 0.384$ 0.426$ 22.25 $ 59.55 $ 52.99 $ 20.32 $ 8.930$ 0.394$ 0.262$ 24
25 0.100# 0.045# 0.132# 0.317$ 0.417$ 13.72 $ 69.99 $ 30.46 $ 11.20 $ 9.535$ 0.412$ 0.201# 25
26 0.107# 0.044# 0.133# 0.285$ 0.412$ 9.350$ 84.10 $ 20.05 $ 8.108$ 1.433$ 0.347$ 0.192# 26
27 0.065# 0.134# 0.151# 0.293$ 0.435$ 6.104$ 40.71 $ 16.17 $ 170.2 $ 0.877$ 0.312$ 0.163# 27
28 0.062# 0.158# 0.155# 0.311$ 0.449$ 6.745$ 24.85 $ 13.03 $ 347.2 # 0.700$ 0.322$ 0.181# 28
29 0.056# 0.120# 0.208# 0.351$ 0.433$ 19.14 $ 14.70 $ 26.38 $ 127.2 $ 0.569$ 0.567$ 0.145# 29
30 0.048# 0.172# 0.610$ 0.398$ 26.78 $ 8.056$ 21.20 $ 31.12 $ 0.619$ 0.946$ 0.127# 30
31 0.050# 0.156# 0.683$ 2.630$ 14.22 $ 0.762$ 0.141# 31
Mean 0.192$ 0.084# 0.114# 0.276$ 0.566$ 71.20 $ 38.09 $ 31.92 $ 83.04 $ 2.542$ 5.233$ 0.544$
Median 0.133$ 0.087# 0.108# 0.253$ 0.474$ 27.14 $ 27.49 $ 18.21 $ 22.41 $ 1.004$ 0.714$ 0.460$
Maximum 0.413$ 0.158# 0.208# 0.610$ 1.052$ 436.3 $ 187.2 $ 216.2 $ 524.7 $ 15.84 $ 53.54 $ 1.627$
Minimum 0.048$ 0.044# 0.038# 0.154$ 0.374$ 1.131$ 1.452$ 1.249$ 0.605$ 0.569$ 0.312$ 0.127$
Total 5.961$ 2.447# 3.520# 8.291$ 17.55 $2136 $1181 $ 989.6 $2491 $ 78.81 $ 157.0 $ 16.86 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.37 $ # ... Relative Uncertainty +/-15%
Ann. Median 0.629$ $ ... Relative Uncertainty +/-20%
Annual Total 7088 $
Maximum Minimum
Daily 524.7 $ 0.038$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.148# 0.091# 0.052# 0.480$ 0.832$ 17.58 $ 1.110$ 52.15 $ 7.717$ 129.6 $ 0.690$ 0.443$ 1
2 0.129# 0.075# 0.039# 0.425$ 3.295$ 4.852$ 1.030$ 47.82 $ 0.563$ 31.56 $ 0.820$ 0.479$ 2
3 0.138# 0.058# 0.049# 0.397$ 9.498$ 1.712$ 2.670$ 24.72 $ 0.344$ 22.10 $ 0.712$ 0.380$ 3
4 0.128# 0.064# 0.127# 0.362$ 8.758$ 1.199$ 39.40 $ 16.76 $ 0.924$ 16.66 $ 0.623$ 0.331$ 4
5 0.132# 0.075# 0.155# 0.320$ 1.129$ 1.230$ 25.80 $ 66.26 $ 0.399$ 21.63 $ 0.677$ 0.313$ 5
6 0.145# 0.048# 0.143# 0.294$ 0.865$ 1.445$ 23.83 $ 168.1 # 0.383$ 10.34 $ 0.692$ 0.299$ 6
7 0.331$ 0.038# 0.145# 0.286$ 0.811$ 2.158$ 19.84 $ 169.4 # 2.062$ 5.908$ 1.007$ 0.417$ 7
8 0.299$ 0.051# 0.140# 0.302$ 0.754$ 1.390$ 10.71 $ 223.6 # 108.1 $ 3.405$ 0.802$ 0.559$ 8
9 0.211# 0.083# 0.117# 0.330$ 0.918$ 5.944$ 5.348$ 94.99 $ 41.36 $ 2.214$ 0.639$ 0.480$ 9
10 0.175# 0.056# 0.146# 0.357$ 1.307$ 52.30 $ 8.377$ 44.33 $ 12.73 $ 1.354$ 0.528$ 0.370$ 10
11 0.135# 0.044# 0.485$ 0.470$ 2.224$ 18.19 $ 12.37 $ 80.47 $ 12.54 $ 0.769$ 0.467$ 0.337$ 11
12 0.124# 0.052# 0.835$ 0.502$ 4.174$ 4.618$ 7.518$ 92.96 $ 112.9 $ 2.575$ 0.430$ 0.273$ 12
13 0.147# 0.037# 0.375$ 0.831$ 3.289$ 1.586$ 37.86 $ 102.8 $ 73.33 $ 4.438$ 0.459$ 0.254$ 13
14 0.165# 0.029# 0.311$ 0.734$ 1.598$ 1.191$ 25.77 $ 139.8 $ 26.73 $ 1.711$ 0.532$ 0.221# 14
15 0.156# 0.033# 0.321$ 0.540$ 1.057$ 1.077$ 9.710$ 108.7 $ 130.5 $ 1.772$ 0.476$ 0.222# 15
16 0.146# 0.031# 0.576$ 0.477$ 0.879$ 0.978$ 6.930$ 523.7 $ 157.5 $ 1.007$ 0.410$ 0.228# 16
17 0.141# 0.072# 0.783$ 0.452$ 1.281$ 1.402$ 84.62 $ 671.9 $ 292.5 # 1.002$ 0.374$ 0.205# 17
18 0.107# 0.095# 0.647$ 0.451$ 13.88 $ 20.09 $ 49.67 $ 296.9 # 250.0 $ 0.878$ 0.352$ 0.217# 18
19 0.110# 0.164# 0.488$ 0.470$ 5.927$ 36.14 $ 22.37 $ 94.73 $ 74.06 $ 1.459$ 0.334$ 0.292$ 19
20 0.114# 0.121# 0.395$ 0.471$ 1.333$ 30.24 $ 33.71 $ 39.51 $ 61.03 $ 84.01 $ 0.346$ 0.749$ 20
21 0.121# 0.132# 0.361$ 0.541$ 2.100$ 13.02 $ 40.00 $ 29.41 $ 71.55 $ 67.21 $ 0.367$ 0.660$ 21
22 0.109# 0.118# 0.315$ 1.529$ 1.370$ 5.827$ 20.29 $ 28.60 $ 52.32 $ 15.24 $ 0.362$ 0.457$ 22
23 0.103# 0.226# 0.288$ 1.324$ 1.004$ 2.611$ 11.20 $ 27.41 $ 153.8 $ 5.067$ 0.804$ 0.345$ 23
24 0.091# 0.129# 0.254# 0.784$ 0.861$ 5.210$ 17.26 $ 19.21 $ 74.79 $ 2.070$ 0.645$ 0.268$ 24
25 0.096# 0.124# 0.431$ 0.622$ 0.763$ 7.276$ 18.69 $ 19.61 $ 97.44 $ 1.193$ 0.538$ 0.251# 25
26 0.087# 0.140# 9.690$ 0.546$ 0.721$ 7.464$ 18.89 $ 32.39 $ 74.27 $ 1.060$ 0.533$ 0.216# 26
27 0.095# 0.089# 11.15 $ 0.579$ 0.709$ 8.630$ 52.89 $ 45.43 $ 31.91 $ 1.224$ 0.429$ 0.215# 27
28 0.127# 0.077# 1.490$ 1.240$ 0.962$ 4.355$ 48.10 $ 65.74 $ 20.23 $ 1.119$ 0.379$ 0.180# 28
29 0.123# 0.839$ 2.335$ 1.519$ 2.017$ 195.7 # 37.38 $ 22.63 $ 0.908$ 0.360$ 0.137# 29
30 0.070# 0.711$ 0.920$ 16.96 $ 1.252$ 74.87 $ 24.52 $ 214.3 $ 0.794$ 0.363$ 0.156# 30
31 0.076# 0.572$ 50.31 $ 30.15 $ 16.34 $ 0.715$ 0.134# 31
Mean 0.138$ 0.084# 1.046$ 0.646$ 4.551$ 8.766$ 30.86 $ 109.9 $ 72.63 $ 14.23 $ 0.538$ 0.325$
Median 0.128$ 0.075# 0.361$ 0.478$ 1.307$ 4.486$ 20.29 $ 52.15 $ 56.68 $ 2.070$ 0.502$ 0.292$
Maximum 0.331$ 0.226# 11.15 $ 2.335$ 50.31 $ 52.30 $ 195.7 $ 671.9 $ 292.5 $ 129.6 $ 1.007$ 0.749$
Minimum 0.070$ 0.029# 0.039$ 0.286$ 0.709$ 0.978$ 1.030$ 16.34 $ 0.344$ 0.715$ 0.334$ 0.134$
Total 4.280$ 2.355# 32.44 $ 19.37 $ 141.1 $ 263.0 $ 956.7 $3406 $2179 $ 441.0 $ 16.15 $ 10.09 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.47 $ # ... Relative Uncertainty +/-15%
Ann. Median 0.832$ $ ... Relative Uncertainty +/-20%
Annual Total 7471 $
Maximum Minimum
Daily 671.9 $ 0.029$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.120# 0.090# 0.058# 0.261$ 0.393$ 0.773$ 0.866$ 1.320$ 3.995$ 0.997$ 0.857$ 0.397$ 1
2 0.148# 0.112# 0.062# 0.212# 0.436$ 0.745$ 1.059$ 1.119$ 0.970$ 0.840$ 0.643$ 0.344$ 2
3 0.133# 0.138# 0.072# 0.203# 0.382$ 0.847$ 5.612$ 1.100$ 0.631$ 0.728$ 0.585$ 0.318$ 3
4 0.099# 0.104# 0.102# 0.220# 0.466$ 0.833$ 2.095$ 1.006$ 0.358$ 0.677$ 0.541$ 0.262# 4
5 0.114# 0.056# 0.095# 0.199# 0.441$ 0.680$ 1.211$ 0.945$ 0.259$ 0.660$ 0.473$ 0.260# 5
6 0.158# 0.080# 0.102# 0.199# 0.470$ 0.627$ 5.988$ 0.893$ 1.063$ 2.455$ 0.454$ 0.244# 6
7 0.129# 0.289$ 0.090# 0.200# 0.458$ 0.580$ 79.54 $ 0.878$ 1.903$ 1.078$ 0.556$ 0.245# 7
8 0.108# 0.274$ 0.113# 0.195# 0.526$ 0.541$ 211.6 $ 1.143$ 24.52 $ 0.576$ 0.631$ 0.236# 8
9 0.124# 0.182# 0.093# 0.210# 0.609$ 0.549$ 103.7 $ 1.121$ 184.6 $ 0.426$ 0.477$ 0.199# 9
10 0.096# 0.154# 0.140# 0.205# 0.517$ 0.948$ 31.26 $ 1.635$ 41.78 $ 0.734$ 0.427$ 0.209# 10
11 0.097# 0.133# 0.128# 0.195# 0.435$ 5.698$ 99.80 $ 1.195$ 6.486$ 0.589$ 0.399$ 0.220# 11
12 0.085# 0.110# 0.133# 0.180# 0.405$ 8.390$ 88.36 $ 0.988$ 1.105$ 0.547$ 0.384$ 0.272$ 12
13 0.086# 0.151# 0.137# 0.169# 0.504$ 1.651$ 19.21 $ 0.831$ 1.122$ 0.540$ 0.824$ 0.210# 13
14 0.098# 0.180# 0.151# 0.183# 0.456$ 0.968$ 30.10 $ 0.738$ 1.171$ 0.458$ 4.577$ 0.207# 14
15 0.068# 0.178# 0.182# 0.227# 0.447$ 0.815$ 93.99 $ 0.324$ 0.993$ 0.420$ 1.067$ 0.215# 15
16 0.082# 0.127# 0.152# 0.230$ 0.526$ 0.757$ 41.76 $ 0.112# 0.880$ 0.405$ 0.707$ 0.149# 16
17 0.065# 0.122# 0.152# 0.304$ 0.500$ 0.691$ 19.05 $ 0.028# 0.828$ 0.394$ 0.563$ 0.191# 17
18 0.074# 0.135# 0.201# 0.276# 0.500$ 0.663$ 9.494$ 0.022# 0.795$ 0.443$ 0.514$ 0.169# 18
19 0.055# 0.084# 0.234# 0.279# 3.025$ 1.000$ 4.343$ 0.806$ 0.766$ 0.868$ 0.466$ 0.154# 19
20 0.058# 0.097# 0.191# 0.257# 1.452$ 1.084$ 2.356$ 0.802$ 0.715$ 71.82 $ 0.420$ 0.173# 20
21 0.091# 0.074# 0.213# 0.281# 2.919$ 1.079$ 1.644$ 0.770$ 1.070$ 62.24 $ 0.418$ 0.178# 21
22 0.057# 0.084# 0.233# 0.290# 1.091$ 31.89 $ 1.522$ 0.969$ 32.35 $ 6.619$ 0.495$ 0.228# 22
23 0.065# 0.065# 0.174# 0.270# 0.813$ 22.23 $ 18.87 $ 0.817$ 8.363$ 131.1 $ 0.440$ 0.171# 23
24 0.053# 0.064# 0.195# 0.259# 0.974$ 2.263$ 28.06 $ 0.701$ 1.762$ 88.93 $ 0.383$ 0.160# 24
25 0.108# 0.082# 0.174# 0.266# 1.116$ 1.218$ 10.76 $ 0.657$ 1.316$ 19.44 $ 0.332$ 0.148# 25
26 0.117# 0.066# 0.190# 0.271# 2.510$ 1.054$ 57.69 $ 0.758$ 1.155$ 5.917$ 0.289$ 0.160# 26
27 0.114# 0.075# 0.195# 0.291$ 1.356$ 1.874$ 104.5 $ 0.920$ 1.043$ 2.085$ 0.302$ 0.132# 27
28 0.125# 0.058# 0.241$ 0.515$ 1.312$ 1.517$ 27.29 $ 0.017# 1.474$ 1.149$ 0.351$ 0.148# 28
29 0.102# 0.245$ 0.767$ 6.139$ 1.071$ 10.90 $ 12.71 $ 1.439$ 0.963$ 0.420$ 0.169# 29
30 0.076# 0.260$ 0.451$ 2.520$ 0.966$ 3.919$ 88.15 $ 1.123$ 0.876$ 0.580$ 0.128# 30
31 0.067# 0.313$ 0.880$ 1.940$ 13.78 $ 0.878$ 0.138# 31
Mean 0.096# 0.120$ 0.162$ 0.269$ 1.115$ 3.133$ 36.08 $ 4.427$ 10.87 $ 13.09 $ 0.653$ 0.208$
Median 0.097# 0.107$ 0.152$ 0.244$ 0.526$ 0.967$ 18.87 $ 0.893$ 1.122$ 0.868$ 0.475$ 0.199$
Maximum 0.158# 0.289$ 0.313$ 0.767$ 6.139$ 31.89 $ 211.6 $ 88.15 $ 184.6 $ 131.1 $ 4.577$ 0.397$
Minimum 0.053# 0.056$ 0.058$ 0.169$ 0.382$ 0.541$ 0.866$ 0.017$ 0.259$ 0.394$ 0.289$ 0.128$
Total 2.972# 3.364$ 5.019$ 8.066$ 34.58 $ 94.00 $1119 $ 137.2 $ 326.1 $ 405.8 $ 19.58 $ 6.434$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 5.922$ # ... Relative Uncertainty +/-15%
Ann. Median 0.458$ $ ... Relative Uncertainty +/-20%
Annual Total 2162 $
Maximum Minimum
Daily 211.6 $ 0.017$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.124# 0.048# 0.191# 0.077# 0.579$ 0.562$ 0.610$ 43.71 & 95.04 & 0.461& 12.29 $ 0.177# 1
2 0.143# 0.044# 0.143# 0.137# 0.539$ 0.555$ 0.626$ 8.688& 53.14 & 0.414& 1.012$ 0.140# 2
3 0.128# 0.034# 0.133# 0.070# 0.399$ 1.145$ 0.737$ 3.480& 12.56 & 0.378& 0.668$ 0.115# 3
4 0.123# 0.014# 0.129# 0.136# 0.581$ 1.241$ 0.755$ 2.059& 1.471& 0.356& 0.514$ 0.116# 4
5 0.137# 0.019# 0.103# 0.153# 1.314$ 0.963$ 0.704$ 4.227& 0.576& 0.319& 0.438$ 0.194$ 5
6 0.110# 0.014# 0.085# 0.158# 1.237$ 0.717$ 0.629$ 1.384& 0.412& 0.441& 0.410$ 8.413$ 6
7 0.078# 0.016# 0.080# 0.176# 1.090$ 0.641$ 0.640$ 1.069& 0.191& 0.257& 0.448$ 28.39 $ 7
8 0.067# 0.047# 0.071# 0.155# 0.665$ 0.632$ 6.820$ 3.962& 0.102& 0.553& 0.624$ 3.895$ 8
9 0.086# 0.062# 0.072# 0.176# 0.559$ 0.592$ 12.10 $ 68.88 & 0.113& 0.459& 0.529$ 0.750$ 9
10 0.088# 0.055# 0.119# 0.415$ 0.571$ 0.544$ 1.532$ 32.79 & 0.194& 0.420& 0.576$ 0.544$ 10
11 0.086# 0.030# 0.125# 1.306$ 0.538$ 0.500$ 1.481$ 22.37 & 0.349& 0.395& 0.483$ 0.418$ 11
12 0.092# 0.037# 0.098# 2.149$ 0.508$ 0.504$ 1.053$ 13.91 & 5.666& 0.376& 0.417$ 0.346$ 12
13 0.080# 0.020# 0.050# 1.454$ 0.483$ 0.710$ 0.921$ 7.662& 38.86 & 0.353& 0.363$ 0.326$ 13
14 0.058# 0.022# 0.032# 1.060$ 0.429$ 0.686$ 0.787$ 2.801& 35.63 & 0.338& 0.293$ 0.306$ 14
15 0.060# 0.021# 0.130$ 1.089$ 0.384$ 0.612$ 0.891$ 1.242& 29.37 & 0.344& 0.249# 0.245# 15
16 0.071# 0.023# 0.240$ 0.744$ 0.332$ 0.834$ 0.812$ 1.038& 5.816& 0.457& 0.278$ 0.200# 16
17 0.071# 0.020# 0.102# 0.511$ 0.318$ 0.729$ 0.699$ 0.967& 0.935& 0.382& 0.242# 0.190# 17
18 0.042# 0.011# 0.100# 0.445$ 0.505$ 0.652$ 0.652$ 1.407& 1.115& 0.360& 0.192# 0.161# 18
19 0.052# 0.021# 0.317$ 0.468$ 1.950$ 0.854$ 0.685& 2.158& 1.107& 1.322& 0.190# 0.173# 19
20 0.057# 0.019# 0.300$ 0.394$ 2.171$ 0.987$ 1.163& 21.07 & 1.184& 1.189$ 0.247$ 0.116# 20
21 0.027# 0.032# 0.212# 0.324$ 1.188$ 0.830$ 5.533& 50.95 & 0.665& 0.631$ 0.276$ 0.167# 21
22 0.031# 0.028# 0.200# 0.247# 0.798$ 3.107$ 6.530& 61.05 & 0.153& 0.479$ 0.226# 0.160# 22
23 0.019# 0.035# 0.305$ 0.292$ 0.650$ 4.812$ 51.62 & 54.62 & 0.093& 0.400$ 0.203# 0.124# 23
24 0.029# 0.030# 0.229# 0.380$ 0.607$ 1.054$ 28.18 & 26.63 & 0.036& 0.381$ 0.181# 0.116# 24
25 0.040# 0.029# 0.211# 0.359$ 0.590$ 0.803$ 4.654& 11.98 & 0.272& 0.496$ 0.174# 0.092# 25
26 0.044# 0.040# 0.187# 0.332$ 0.566$ 0.737$ 14.42 & 4.800& 0.556& 0.615$ 0.181# 0.093# 26
27 0.039# 0.036# 0.188# 0.303$ 0.666$ 0.766$ 3.634& 1.762& 0.557& 0.532$ 0.180# 0.088# 27
28 0.031# 0.265$ 0.143# 0.287$ 0.624$ 0.671$ 1.156& 1.140& 0.544& 0.567$ 0.204# 0.091# 28
29 0.046# 0.147# 0.276$ 0.746$ 0.624$ 1.043& 1.057& 0.515& 0.646$ 0.212# 0.096# 29
30 0.161# 0.078# 0.320$ 0.668$ 0.608$ 1.081& 2.490& 0.499& 0.593$ 0.200# 0.075# 30
31 0.087# 0.062# 0.606$ 27.42 & 6.672& 8.295$ 0.076# 31
Mean 0.074# 0.038$ 0.148$ 0.480$ 0.737$ 0.956$ 5.793& 15.10 & 9.591& 0.749& 0.750$ 1.497$
Median 0.071# 0.030$ 0.130$ 0.322$ 0.590$ 0.713$ 1.053& 4.227& 0.566& 0.441& 0.277$ 0.167$
Maximum 0.161# 0.265$ 0.317$ 2.149$ 2.171$ 4.812$ 51.62 & 68.88 & 95.04 & 8.295& 12.29 $ 28.39 $
Minimum 0.019# 0.011$ 0.032$ 0.070$ 0.318$ 0.500$ 0.610& 0.967& 0.036& 0.257& 0.174$ 0.075$
Total 2.309# 1.074$ 4.581$ 14.39 $ 22.86 $ 28.67 $ 179.6 & 468.0 & 287.7 & 23.21 & 22.50 $ 46.39 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 3.017& # ... Relative Uncertainty +/-15%
Ann. Median 0.415& $ ... Relative Uncertainty +/-20%
Annual Total 1101 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 95.04 & 0.011&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.082# 0.243$ 0.185# 0.336$ 21.91 $ 13.80 $ 39.26 & 130.7 $ 48.54 $ 37.45 $ 0.792$ 0.276# 1
2 0.061# 0.272$ 0.180# 0.337$ 9.153$ 10.08 $ 25.86 & 54.47 $ 36.28 $ 162.1 $ 0.725$ 0.286$ 2
3 0.032# 0.166# 0.165# 0.314$ 4.794$ 7.210$ 145.3 & 25.88 $ 55.31 $ 141.2 $ 0.663$ 0.278$ 3
4 0.036# 0.163# 0.153# 0.300$ 3.590$ 15.88 $ 332.0 & 41.28 $ 32.35 $ 84.30 $ 0.611$ 0.292$ 4
5 0.088# 0.132# 0.180# 0.273# 1.935$ 31.56 $ 111.7 & 53.94 $ 21.41 $ 40.43 $ 0.615$ 0.286$ 5
6 0.059# 0.137# 0.191# 0.281# 2.602$ 16.25 $ 35.67 & 27.11 $ 17.14 $ 22.11 $ 0.578$ 0.242# 6
7 0.061# 0.104# 0.196# 0.263# 2.933$ 52.81 $ 23.94 & 30.19 $ 20.02 $ 16.48 $ 0.589$ 0.267# 7
8 0.065# 0.119# 0.202# 0.252# 16.48 $ 119.7 $ 20.99 & 82.04 $ 101.2 $ 18.41 $ 0.594$ 0.237# 8
9 0.036# 0.115# 0.173# 0.238# 10.45 $ 46.17 $ 29.81 & 229.2 # 53.77 $ 24.31 $ 0.564$ 0.232# 9
10 0.023# 0.061# 0.149# 0.225# 4.151$ 54.80 $ 154.9 & 294.1 # 39.31 $ 21.81 $ 0.651$ 0.211# 10
11 0.016# 0.044# 0.140# 0.377$ 1.944$ 37.57 $ 199.3 & 151.7 $ 43.29 $ 11.93 $ 4.658$ 0.235# 11
12 0.011# 0.075# 0.139# 21.28 $ 1.055$ 22.28 $ 111.4 & 127.0 $ 26.78 $ 6.971$ 5.102$ 0.265$ 12
13 0.028# 0.082# 0.186# 38.20 $ 0.897$ 17.57 $ 38.86 & 60.23 $ 18.96 $ 4.310$ 0.963$ 0.479$ 13
14 0.053# 0.082# 0.187# 14.04 $ 0.730$ 134.2 $ 24.45 & 33.47 $ 16.27 $ 2.210$ 0.705$ 0.406$ 14
15 0.076# 0.079# 0.280$ 3.742$ 0.721$ 215.4 # 19.77 & 29.05 $ 13.88 $ 1.456$ 0.545$ 0.343$ 15
16 0.041# 0.083# 4.127$ 1.564$ 0.702$ 113.1 $ 32.85 & 46.99 $ 81.29 $ 4.119$ 0.451$ 0.267$ 16
17 0.039# 0.062# 6.492$ 0.827$ 0.643$ 61.73 & 81.88 & 36.60 $ 48.70 $ 4.676$ 0.492$ 0.197# 17
18 0.131$ 0.052# 0.562$ 0.641$ 0.599$ 44.50 & 65.94 & 76.06 $ 24.29 $ 4.058$ 0.503$ 0.188# 18
19 0.422$ 0.042# 0.348$ 0.630$ 0.582$ 27.14 & 36.90 & 38.00 $ 46.25 $ 1.891$ 0.437$ 0.223# 19
20 0.174$ 0.044# 0.273# 0.615$ 0.590$ 113.7 & 25.01 & 27.86 $ 37.98 $ 5.528$ 0.417$ 0.187# 20
21 1.357$ 0.082# 0.228# 0.515$ 58.35 $ 283.4 & 110.7 $ 31.99 $ 21.34 $ 9.243$ 0.397$ 0.208# 21
22 1.048$ 0.079# 0.215# 0.540$ 225.4 # 141.5 & 238.6 # 103.0 $ 15.18 $ 2.311$ 0.359$ 0.174# 22
23 0.532$ 0.200$ 0.252$ 0.484$ 104.9 $ 164.3 & 149.3 $ 78.26 $ 123.4 $ 1.091$ 0.355$ 0.137# 23
24 0.354$ 0.650$ 0.748$ 0.447$ 43.26 $ 85.80 & 101.1 $ 33.45 $ 158.4 $ 0.890$ 0.343$ 0.130# 24
25 0.299$ 0.735$ 0.673$ 0.418$ 41.16 $ 101.5 & 70.35 $ 21.93 $ 134.5 $ 0.844$ 0.341$ 0.170# 25
26 0.312$ 0.343$ 0.464$ 0.503$ 46.72 $ 112.1 & 76.99 $ 17.11 $ 90.18 $ 0.817$ 0.315$ 0.176# 26
27 0.440$ 0.260# 1.844$ 3.310$ 36.55 $ 42.98 & 40.03 $ 27.48 $ 100.7 $ 0.775$ 0.301$ 0.218$ 27
28 0.258$ 0.196# 7.569$ 20.38 $ 50.02 $ 26.34 & 25.07 $ 295.0 $ 281.7 # 0.718$ 0.283$ 1.084$ 28
29 0.216# 0.170# 1.344$ 37.24 $ 80.73 $ 71.55 & 18.78 $ 553.4 # 129.8 $ 0.709$ 0.280$ 0.601$ 29
30 0.206# 0.481$ 36.03 $ 39.99 $ 86.11 & 17.94 $ 263.2 # 41.03 $ 0.835$ 0.298$ 0.428$ 30
31 0.199# 0.387$ 20.05 $ 66.37 $ 84.71 $ 0.816$ 0.394$ 31
Mean 0.218$ 0.168$ 0.926$ 6.153$ 26.89 $ 75.70 & 79.71 & 100.2 $ 62.64 $ 20.48 $ 0.798$ 0.294$
Median 0.082$ 0.115$ 0.228$ 0.509$ 4.794$ 53.80 & 40.03 & 53.94 $ 42.16 $ 4.310$ 0.524$ 0.242$
Maximum 1.357$ 0.735$ 7.569$ 38.20 $ 225.4 $ 283.4 & 332.0 & 553.4 $ 281.7 $ 162.1 $ 5.102$ 1.084$
Minimum 0.011$ 0.042$ 0.139$ 0.225$ 0.582$ 7.210& 17.94 & 17.11 $ 13.88 $ 0.709$ 0.280$ 0.130$
Total 6.757$ 4.870$ 28.71 $ 184.6 $ 833.7 $2271 &2471 &3105 $1879 $ 634.7 $ 23.93 $ 9.119$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 31.29 & # ... Relative Uncertainty +/-15%
Ann. Median 1.217& $ ... Relative Uncertainty +/-20%
Annual Total 11453 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 553.4 & 0.011&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.396$ 0.026# 0.052# 0.325$ 0.433$ 0.594$ 1.332$ 155.9 & 2.579& 19.80 $ 0.630$ 0.446$ 1
2 0.356$ 0.100# 0.032# 0.317$ 0.439$ 0.564$ 28.72 $ 91.14 & 23.31 $ 13.13 $ 0.689$ 0.385$ 2
3 0.214# 0.079# 0.009# 0.338$ 0.411$ 0.583$ 47.48 $ 43.58 & 52.84 $ 9.939$ 0.647$ 0.310$ 3
4 0.101# 0.085# 0.115# 0.310$ 0.390$ 1.085$ 73.39 $ 47.25 & 40.51 $ 9.404$ 0.635$ 0.310$ 4
5 0.143# 0.084# 0.194# 0.324$ 0.360$ 0.769$ 54.55 $ 31.08 & 18.28 $ 4.983$ 0.589$ 0.630$ 5
6 0.030# 0.135# 0.239# 0.342$ 0.410$ 0.670$ 126.8 $ 25.83 & 11.95 $ 3.708$ 0.531$ 0.549$ 6
7 0.059# 0.113# 0.161# 0.370$ 0.405$ 0.597$ 66.64 $ 17.94 & 8.234$ 22.34 $ 0.471$ 0.569$ 7
8 0.004# 0.114# 0.195# 0.383$ 0.404$ 0.544$ 30.64 $ 26.26 & 6.236$ 92.70 $ 0.437$ 0.446$ 8
9 0.081# 0.132# 0.218# 0.338$ 0.420$ 0.517$ 21.57 $ 183.8 & 4.942$ 55.72 $ 0.411$ 0.330$ 9
10 0.067# 0.094# 0.231# 0.352$ 0.386$ 0.500$ 15.92 $1571 ^ 3.820$ 20.44 $ 0.376$ 0.268$ 10
11 0.079# 1.083$ 0.222# 0.318$ 0.370$ 0.468$ 9.647$ 787.3 & 3.536$ 24.45 $ 0.356$ 0.238# 11
12 0.083# 0.780$ 0.160# 0.314$ 0.708$ 0.472$ 8.728$ 142.5 & 14.36 $ 16.73 $ 0.358$ 0.236# 12
13 0.036# 0.536$ 0.183# 0.308$ 0.570$ 0.468$ 13.25 $ 42.89 & 18.00 $ 9.632$ 0.401$ 0.164# 13
14 0.026# 0.314$ 0.329$ 0.334$ 0.512$ 0.483$ 16.93 $ 40.45 & 6.745$ 5.844$ 0.459$ 0.175# 14
15 0.093# 0.396$ 0.285$ 0.316$ 0.728$ 0.599$ 13.35 $ 155.5 & 3.647$ 3.457$ 0.394$ 0.126$ 15
16 0.150# 0.300$ 0.239# 0.338$ 1.080$ 0.619$ 17.24 $ 229.2 & 2.692$ 2.139$ 0.343$ 0.003# 16
17 0.112# 0.180$ 0.229# 0.363$ 0.924$ 0.573$ 26.15 $ 210.9 & 1.979$ 2.707$ 0.350$ 0.119# 17
18 0.129# 0.091# 0.245# 0.470$ 0.656$ 0.574$ 20.34 $ 108.9 & 1.440$ 3.386$ 0.425$ 0.328$ 18
19 0.110# 0.233# 0.290$ 0.537$ 0.575$ 0.554$ 16.47 $ 119.5 & 1.367$ 2.026$ 0.437$ 3.076$ 19
20 0.067# 0.202# 0.358$ 0.486$ 0.669$ 4.226$ 16.84 $ 469.9 & 1.513$ 1.078$ 0.412$ 0.493$ 20
21 0.054# 0.015# 0.301$ 0.435$ 0.939$ 19.65 $ 10.30 $ 284.8 & 16.49 $ 0.791$ 0.362$ 0.056$ 21
22 0.100# 0.111# 0.403$ 0.533$ 1.150$ 6.218$ 17.04 $ 61.07 & 60.49 $ 0.753$ 0.325$ 0.462$ 22
23 0.107# 0.091# 1.757$ 0.531$ 2.391$ 1.774$ 20.97 $ 28.25 & 229.2 $ 0.760$ 0.298$ 0.387$ 23
24 0.128# 0.030# 1.358$ 0.603$ 1.375$ 2.625$ 17.73 $ 16.77 & 143.0 $ 0.814$ 0.241# 0.321$ 24
25 0.059# 0.010# 0.679$ 0.712$ 1.023$ 1.422$ 18.80 $ 12.19 &1715 ^ 0.765$ 0.267# 0.323$ 25
26 0.064# 0.002# 0.595$ 0.627$ 0.782$ 1.173$ 29.46 $ 13.08 &4887 ^ 0.801$ 0.321$ 0.264$ 26
27 0.077# 0.149# 0.798$ 0.525$ 1.013$ 3.504$ 47.45 $ 15.63 &1529 ^ 5.372$ 0.338$ 0.217# 27
28 0.036# 0.146# 0.605$ 0.441$ 0.983$ 9.277$ 89.70 $ 10.28 & 218.6 $ 5.358$ 0.366$ 0.226# 28
29 0.118# 0.464$ 0.410$ 0.801$ 2.889$ 125.0 $ 3.296& 48.06 $ 1.410$ 0.317$ 0.226# 29
30 0.018# 0.390$ 0.423$ 0.691$ 1.004$ 159.4 $ 1.591& 28.95 $ 0.765$ 0.381$ 0.214# 30
31 0.089# 0.328$ 0.628$ 63.55 & 1.339& 0.660$ 0.236# 31
Mean 0.103$ 0.201$ 0.376$ 0.414$ 0.730$ 2.166$ 39.53 & 159.6 ^ 303.4 ^ 11.03 $ 0.419$ 0.391$
Median 0.083$ 0.114$ 0.245$ 0.366$ 0.656$ 0.609$ 20.97 & 43.58 ^ 15.42 ^ 3.708$ 0.388$ 0.310$
Maximum 0.396$ 1.083$ 1.757$ 0.712$ 2.391$ 19.65 $ 159.4 &1571 ^4887 ^ 92.70 $ 0.689$ 3.076$
Minimum 0.004$ 0.002$ 0.009$ 0.308$ 0.360$ 0.468$ 1.332& 1.339^ 1.367^ 0.660$ 0.241$ 0.003$
Total 3.185$ 5.632$ 11.66 $ 12.42 $ 22.63 $ 64.99 $1225 &4949 ^9103 ^ 341.9 $ 12.57 $ 12.13 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.19 ^ # ... Relative Uncertainty +/-15%
Ann. Median 0.564^ $ ... Relative Uncertainty +/-20%
Annual Total 15764 ^ & ... Relative Uncertainty +/-30%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 4887 ^ 0.002^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.212# 0.106# 0.160# 0.218# 0.321$ 0.602$ 0.902$ 20.67 & 58.70 $ 0.697$ 0.374$ 0.293$ 1
2 0.121# 0.142# 0.169# 0.206# 0.434$ 0.591$ 0.783$ 161.2 & 46.48 $ 0.686$ 0.364$ 0.312$ 2
3 0.199# 0.139# 0.068# 0.204# 1.265$ 0.511$ 1.117$ 138.2 & 21.83 $ 0.694$ 0.412$ 0.298$ 3
4 0.168# 0.103# 0.192# 0.212# 0.830$ 0.486$ 1.478$ 184.7 & 10.92 $ 1.040$ 0.534$ 0.269# 4
5 0.150# 0.113# 0.175# 0.194# 0.538$ 0.514$ 12.49 $ 160.7 & 90.44 $ 9.474$ 0.456$ 0.233# 5
6 0.147# 0.013# 0.110# 0.157# 0.457$ 0.571$ 24.56 $ 75.04 & 56.52 $ 3.745$ 0.654$ 0.183# 6
7 0.103# 0.004# 0.133# 0.103# 0.401$ 0.607$ 6.133$ 27.09 & 18.75 $ 3.346$ 0.654$ 0.130$ 7
8 0.137# 0.106# 0.114# 0.191# 0.387$ 0.536$ 1.562$ 7.526& 23.90 $ 3.536$ 0.484$ 0.126$ 8
9 0.164# 0.019# 0.119# 0.198# 0.373$ 0.515$ 0.982$ 164.6 & 13.24 $ 1.150$ 0.400$ 0.287$ 9
10 0.179# 0.004# 0.151# 0.209# 0.437$ 0.579$ 0.818$ 492.2 & 5.945$ 0.879$ 0.376$ 0.261# 10
11 0.180# 0.002# 0.140# 0.245# 0.411$ 1.428$ 0.748$ 193.0 & 4.830$ 0.753$ 0.385$ 0.224# 11
12 0.300$ 0.134# 0.109# 0.259# 0.380$ 1.934$ 0.726$ 31.33 & 4.077$ 0.718$ 0.420$ 0.227# 12
13 0.268$ 0.150# 0.077# 0.264$ 0.362$ 0.995$ 0.738$ 7.747& 2.152$ 0.746$ 0.412$ 0.212# 13
14 0.229# 0.116# 0.087# 0.272# 0.360$ 0.849$ 0.849$ 3.284& 3.663$ 0.777$ 0.456$ 0.229# 14
15 0.221# 0.164# 0.082# 0.321$ 0.404$ 0.744$ 5.172$ 5.594& 3.915$ 0.741$ 0.383$ 0.175# 15
16 0.223# 0.121# 0.038# 0.305$ 0.389$ 0.693$ 12.00 $ 4.889& 1.472$ 0.619$ 0.309$ 0.044# 16
17 0.376$ 0.125# 0.145# 0.270# 0.374$ 0.636$ 17.02 $ 94.84 & 1.358$ 0.542$ 0.297$ 0.213$ 17
18 0.424$ 0.145# 0.008# 0.274$ 0.367$ 0.693$ 7.393$ 35.46 & 2.124$ 0.508$ 0.301$ 0.275$ 18
19 0.345$ 0.205# 0.019# 0.295$ 0.374$ 2.850$ 15.42 $ 7.507& 1.934$ 1.098$ 0.199$ 0.276$ 19
20 0.279$ 0.215# 0.138# 0.425$ 0.332$ 1.820$ 5.872$ 5.039& 1.513$ 1.275$ 0.141$ 0.269$ 20
21 0.216# 0.196# 0.142# 0.376$ 0.338$ 0.928$ 82.29 $ 6.744& 1.070$ 0.804$ 0.327$ 0.212# 21
22 0.219# 0.189# 0.163# 0.472$ 0.340$ 0.835$ 76.62 $ 37.92 & 0.943$ 0.795$ 0.401$ 0.172# 22
23 0.186# 0.232# 0.110# 2.140$ 0.331$ 0.904$ 22.67 $ 26.25 & 0.880$ 0.920$ 0.401$ 0.132# 23
24 0.131# 0.224# 0.142# 1.510$ 0.307$ 0.796$ 24.67 $ 11.83 & 0.858$ 0.687$ 0.324$ 0.169# 24
25 0.162# 0.232# 0.227$ 0.663$ 0.299$ 0.721$ 29.65 $ 6.066& 0.792$ 0.585$ 0.023# 0.130# 25
26 0.131# 0.191# 0.316$ 0.521$ 0.296$ 0.648$ 32.47 $ 3.235& 0.741$ 0.579$ 0.004# 0.133# 26
27 0.147# 0.154# 0.360$ 0.459$ 0.480$ 0.633$ 22.70 $ 2.038$ 0.749$ 0.516$ 0.322$ 0.078# 27
28 0.139# 0.187# 0.351$ 0.437$ 0.942$ 0.844$ 37.71 & 2.238$ 0.749$ 0.479$ 0.379$ 0.047# 28
29 0.170# 0.273# 0.410$ 1.160$ 3.281$ 21.87 & 20.93 $ 0.669$ 0.452$ 0.309$ 0.105# 29
30 0.135# 0.254# 0.367$ 0.666$ 2.302$ 28.03 & 162.9 $ 0.659$ 0.421$ 0.281$ 0.108# 30
31 0.090# 0.240# 0.557$ 15.08 & 92.26 $ 0.399$ 0.096# 31
Mean 0.198$ 0.133# 0.155$ 0.406$ 0.481$ 1.002$ 16.47 & 70.74 & 12.73 $ 1.279$ 0.359$ 0.191$
Median 0.179$ 0.140# 0.142$ 0.273$ 0.387$ 0.707$ 12.00 & 26.25 & 2.138$ 0.741$ 0.377$ 0.212$
Maximum 0.424$ 0.232# 0.360$ 2.140$ 1.265$ 3.281$ 82.29 & 492.2 & 90.44 $ 9.474$ 0.654$ 0.312$
Minimum 0.090$ 0.002# 0.008$ 0.103$ 0.296$ 0.486$ 0.726& 2.038& 0.659$ 0.399$ 0.004$ 0.044$
Total 6.153$ 3.732# 4.814$ 12.18 $ 14.91 $ 30.05 $ 510.5 &2193 & 381.9 $ 39.66 $ 10.78 $ 5.922$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 8.804& # ... Relative Uncertainty +/-15%
Ann. Median 0.410& $ ... Relative Uncertainty +/-20%
Annual Total 3214 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 492.2 & 0.002&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.107# 0.078# 0.031$ 0.186$ 0.378$ 0.351$ 0.947$ 0.101$ 13.42 $ 0.646$ 0.976$ 0.181# 1
2 0.080# 0.063# 0.066$ 0.200$ 0.396$ 0.346$ 0.819$ 0.687$ 20.95 $ 0.703$ 76.64 $ 0.211# 2
3 0.084# 0.050# 0.075$ 0.194$ 0.364$ 0.363$ 0.754$ 0.661$ 36.15 $ 0.608$ 38.63 $ 0.223# 3
4 0.084# 0.049# 0.070$ 0.216$ 0.333$ 0.344$ 0.683$ 0.643$ 64.85 $ 0.779$ 6.357$ 0.176# 4
5 0.068# 0.021# 0.078$ 0.222$ 0.302$ 0.323$ 3.116$ 28.76 $ 62.94 $ 18.72 $ 1.066$ 0.122# 5
6 0.065# 0.050# 0.062$ 0.264$ 0.325$ 0.301$ 74.71 $ 51.86 $ 24.61 $ 12.59 $ 0.656$ 0.114# 6
7 0.078# 0.004# 0.014$ 0.244$ 0.677$ 0.340$ 78.99 $ 33.56 $ 12.55 $ 2.767$ 0.522$ 0.139# 7
8 0.107# 0.001# 0.163$ 0.239$ 0.559$ 0.813$ 20.43 $ 42.24 $ 8.810$ 0.918$ 0.459$ 0.164# 8
9 0.111# 0.000# 0.449$ 0.255$ 0.629$ 1.544$ 6.711$ 121.1 $ 5.970$ 0.719$ 0.414$ 0.188# 9
10 0.062# 0.020# 0.337$ 0.224$ 0.474$ 4.130$ 4.035$ 60.43 $ 3.276$ 0.654$ 0.371$ 0.134# 10
11 0.052# 0.055# 0.180$ 0.210$ 0.401$ 2.121$ 2.158$ 21.70 $ 1.718$ 0.615$ 0.320$ 0.122# 11
12 0.047# 0.041# 0.034$ 0.199$ 0.378$ 11.59 $ 1.291$ 8.486$ 1.144$ 0.592$ 0.296$ 0.094# 12
13 0.057# 0.003# 0.060$ 0.217$ 0.368$ 14.38 $ 3.141$ 4.256$ 1.148$ 0.572$ 0.234# 0.105# 13
14 0.077# 0.065# 0.181$ 0.220$ 0.362$ 2.424$ 2.466$ 74.24 $ 0.977$ 0.798$ 0.256# 0.085# 14
15 0.095# 0.068# 0.169$ 0.211$ 0.357$ 0.995$ 1.155$ 123.4 $ 0.903$ 10.33 $ 0.258# 0.065# 15
16 0.057# 0.069# 0.172$ 0.192$ 0.434$ 1.670$ 0.848$ 31.38 $ 0.846$ 9.925$ 0.240# 0.045# 16
17 0.003# 0.067# 0.159$ 0.194$ 1.458$ 1.288$ 0.773$ 278.1 $ 0.762$ 3.163$ 0.239# 0.050# 17
18 0.048# 0.080# 0.208$ 0.244$ 1.186$ 1.220$ 0.790$ 186.9 $ 0.759$ 0.994$ 0.235# 0.053# 18
19 0.006# 0.111# 0.183$ 0.442$ 0.700$ 0.747$ 1.211$ 38.54 $ 1.786$ 0.722$ 0.250# 0.042# 19
20 0.014# 0.085# 0.036$ 2.459$ 0.533$ 0.648$ 54.14 $ 14.93 $ 7.980$ 0.611$ 0.238# 0.071# 20
21 0.057# 0.073# 0.330$ 2.396$ 0.476$ 0.600$ 44.32 $ 3.496$ 9.908$ 0.519$ 0.370$ 0.008# 21
22 0.071# 0.050& 0.372$ 0.582$ 0.441$ 0.575$ 21.40 $ 0.828$ 11.15 $ 0.469$ 0.310$ 0.004# 22
23 0.055# 0.060& 0.431$ 0.415$ 0.418$ 0.819$ 10.51 $ 192.7 $ 3.999$ 0.481$ 0.296$ 0.002# 23
24 0.006# 0.055& 0.425$ 0.346$ 0.410$ 1.559$ 6.244$ 208.0 $ 1.509$ 0.714$ 0.273# 0.033# 24
25 0.079# 0.072& 0.286$ 0.321$ 0.431$ 0.875$ 4.109$ 56.77 $ 0.845$ 1.041$ 0.241# 0.077# 25
26 0.110# 0.068& 0.228$ 0.298$ 0.496$ 0.683$ 4.088$ 16.93 $ 0.729$ 0.820$ 0.225# 0.048# 26
27 0.130# 0.055$ 0.194$ 0.296$ 0.489$ 0.748$ 1.855$ 4.552$ 0.797$ 0.645$ 0.218# 0.053# 27
28 0.068# 0.007$ 0.182$ 0.285$ 0.455$ 7.669$ 1.201$ 2.385$ 0.758$ 0.516$ 0.205# 0.044# 28
29 0.024# 0.179$ 0.296$ 0.426$ 14.80 $ 0.697$ 2.347$ 0.673$ 0.406$ 0.221# 0.049# 29
30 0.019# 0.193$ 0.319$ 0.410$ 3.249$ 0.114# 18.30 $ 0.625$ 0.385$ 0.198# 0.052# 30
31 0.088# 0.178$ 0.389$ 0.065# 20.51 $ 0.447$ 0.035# 31
Mean 0.065# 0.051& 0.185$ 0.413$ 0.499$ 2.584$ 11.41 $ 53.19 $ 10.08 $ 2.383$ 4.374$ 0.090#
Median 0.068# 0.055& 0.179$ 0.244$ 0.426$ 0.847$ 2.158$ 21.70 $ 1.752$ 0.703$ 0.284$ 0.071#
Maximum 0.130# 0.111& 0.449$ 2.459$ 1.458$ 14.80 $ 78.99 $ 278.1 $ 64.85 $ 18.72 $ 76.64 $ 0.223#
Minimum 0.003# 0.000& 0.014$ 0.186$ 0.302$ 0.301$ 0.065$ 0.101$ 0.625$ 0.385$ 0.198$ 0.002#
Total 2.012# 1.424& 5.721$ 12.38 $ 15.46 $ 77.52 $ 353.8 $1649 $ 302.5 $ 73.87 $ 131.2 $ 2.788#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.199& # ... Relative Uncertainty +/-15%
Ann. Median 0.378& $ ... Relative Uncertainty +/-20%
Annual Total 2627 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 278.1 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.044# 0.000# 0.000# 0.170# 0.210# 22.40 $ 33.05 $ 14.16 $ 23.96 $ 4.087$ 0.552$ 2.063$ 1
2 0.041# 0.000# 0.032# 0.275$ 0.195# 8.210$ 24.76 $ 26.44 $ 147.3 $ 2.989$ 0.897$ 1.598$ 2
3 0.011# 0.000# 0.087# 0.201# 0.187# 2.594$ 22.17 $ 356.1 & 97.56 $ 7.399$ 5.398$ 0.697$ 3
4 0.159$ 0.014# 0.061# 0.182# 0.190# 1.109$ 17.76 $6646 ^ 33.69 $ 15.65 $ 7.742$ 0.354$ 4
5 0.240$ 0.047# 0.045# 0.166# 0.201$ 0.752$ 9.036$4101 ^ 20.84 $ 25.73 $ 1.485$ 0.273$ 5
6 0.166# 0.047# 0.004# 0.159# 3.692$ 0.688$ 4.544$ 495.2 & 86.17 $ 8.463$ 0.628$ 0.267$ 6
7 0.120# 0.037# 0.001# 0.151# 28.57 $ 0.667$ 12.00 $ 102.3 $ 290.6 # 3.299$ 0.506$ 0.272# 7
8 0.075# 0.035# 0.034# 0.131# 27.48 $ 0.613$ 48.25 $ 33.22 $ 139.8 $ 1.783$ 0.453$ 0.243# 8
9 0.077# 0.016# 0.035# 0.131# 15.21 $ 0.555$ 64.88 $ 23.60 $ 38.00 $ 1.426$ 0.502$ 0.235# 9
10 0.074# 0.010# 0.024# 0.160# 2.619$ 0.526$ 49.07 $ 20.96 $ 24.24 $ 0.902$ 9.401$ 0.227# 10
11 0.054# 0.005# 0.014# 0.359$ 0.628$ 0.530$ 21.62 $ 132.4 $ 19.93 $ 0.711$ 28.21 $ 0.283$ 11
12 0.043# 0.021# 0.001# 0.300$ 0.531$ 19.14 $ 11.32 $ 385.3 # 14.53 $ 0.609$ 12.06 $ 0.234# 12
13 0.031# 0.030# 0.008# 0.230# 0.540$ 57.16 $ 6.127$ 304.3 # 10.12 $ 0.596$ 3.597$ 0.209# 13
14 0.002# 0.044# 0.048# 0.216# 0.469$ 24.53 $ 40.15 $ 158.2 $ 7.031$ 0.620$ 1.762$ 0.232$ 14
15 0.001# 0.127# 0.450$ 0.280$ 0.434$ 9.451$ 78.69 $ 59.88 $ 5.209$ 0.597$ 1.203$ 0.349& 15
16 0.000# 0.107# 0.547$ 0.311$ 0.415$ 3.154$ 37.02 $ 103.6 $ 4.019$ 0.634$ 1.393$ 0.239# 16
17 0.000# 0.085# 0.335$ 0.350$ 0.462$ 1.362$ 117.5 $ 306.1 # 3.200$ 0.551$ 0.689$ 0.211# 17
18 0.000# 0.070# 0.220# 0.263# 0.445$ 1.610$ 201.9 # 310.4 # 2.806$ 0.532$ 0.564$ 0.217# 18
19 0.062# 0.071# 0.214# 0.251# 0.510$ 30.81 $ 93.59 $ 196.7 $ 2.095$ 0.499$ 0.531$ 0.182# 19
20 0.044# 0.066# 0.281# 0.343$ 0.491$ 26.19 $ 37.74 $ 66.33 $ 173.7 $ 0.480$ 0.454$ 0.192# 20
21 0.035# 0.042# 0.241# 0.353$ 0.447$ 8.122$ 21.76 $ 32.27 $ 502.1 # 0.467$ 0.410$ 0.182# 21
22 0.025# 0.035# 0.213# 0.243# 0.471$ 2.928$ 14.37 $ 22.18 $ 260.2 $ 0.520$ 0.430$ 0.171# 22
23 0.027# 0.038# 0.194# 0.214# 0.434$ 13.60 $ 77.84 $ 16.46 $ 63.77 $ 0.507$ 0.465$ 0.144# 23
24 0.058# 0.035# 0.162& 0.204# 0.405$ 20.28 $ 151.8 $ 13.18 $ 22.69 $ 0.440$ 0.343$ 0.135# 24
25 0.076# 0.069# 0.129& 0.224# 1.904$ 13.21 $ 49.65 $ 9.468$ 14.09 $ 0.389$ 0.332$ 0.156# 25
26 0.086# 0.069# 0.116# 0.238$ 21.72 $ 8.058$ 34.66 $ 5.779$ 9.549$ 0.348$ 0.272$ 0.172# 26
27 0.066# 0.076# 0.109# 0.274$ 16.44 $ 7.985$ 35.31 $ 3.747$ 30.21 $ 0.294$ 0.242# 0.172# 27
28 0.055# 0.005# 0.105# 0.230# 4.015$ 8.493$ 77.42 $ 2.427$ 20.56 $ 0.293$ 0.723$ 0.153# 28
29 0.050# 0.001# 0.117# 0.265$ 8.505$ 40.66 $ 42.91 $ 4.066$ 10.48 $ 0.290$ 2.607$ 0.146# 29
30 0.035# 0.140# 0.249# 54.27 $ 69.32 $ 23.34 $ 13.69 $ 6.218$ 0.276# 1.409$ 0.122# 30
31 0.003# 0.149# 41.37 $ 15.98 $ 7.254$ 0.327$ 0.141# 31
Mean 0.057$ 0.041# 0.133& 0.237$ 7.531$ 13.49 $ 47.62 $ 450.7 ^ 69.49 $ 2.636$ 2.842$ 0.331&
Median 0.044$ 0.037# 0.109& 0.234$ 0.510$ 8.090$ 35.31 $ 33.22 ^ 21.77 $ 0.596$ 0.658$ 0.217&
Maximum 0.240$ 0.127# 0.547& 0.359$ 54.27 $ 69.32 $ 201.9 $6646 ^ 502.1 $ 25.73 $ 28.21 $ 2.063&
Minimum 0.000$ 0.000# 0.000& 0.131$ 0.187$ 0.526$ 4.544$ 2.427^ 2.095$ 0.276$ 0.242$ 0.122&
Total 1.76$ 1.20# 4.12& 7.12$ 233.5 $ 404.7 $ 1476 $13973 ^ 2085 $ 81.70$ 85.25$ 10.27&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 50.17 ^ # ... Relative Uncertainty +/-15%
Ann. Median 0.500^ $ ... Relative Uncertainty +/-20%
Annual Total 18363 ^ & ... Relative Uncertainty +/-30%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 6646 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge 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 0.36$ 0.12# 0.13# 0.14# 20.11$ 455.0 # 70.40$ 802.0 & 24.90$ 53.92$ 4.99$ 1.43$ 1
2 0.29$ 0.11# 0.15# 0.19# 5.07$ 120.0 $ 90.36$ 813.7 & 82.53$ 137.2 $ 2.22$ 0.91$ 2
3 0.22# 0.08# 0.17# 0.29$ 27.85$ 40.52$ 40.37$ 229.2 $ 137.1 $ 81.12$ 1.27$ 0.86$ 3
4 0.20# 0.07# 0.21# 0.33$ 87.62$ 25.33$ 27.15$ 77.89$ 78.48$ 37.95$ 1.08$ 0.54$ 4
5 0.16# 0.07# 0.28$ 0.34$ 24.65$ 16.16$ 29.66$ 50.94$ 32.65$ 35.23$ 1.05$ 0.41$ 5
6 0.14# 0.09# 0.46$ 0.39$ 28.46$ 11.35$ 47.91$ 34.56$ 20.23$ 36.47$ 1.23$ 0.44$ 6
7 0.11# 0.22$ 0.41$ 0.45$ 32.64$ 9.49$ 161.7 $ 26.06$ 10.13$ 20.10$ 1.06$ 0.41$ 7
8 0.07# 1.29$ 0.44$ 0.72$ 22.93$ 6.70$ 314.9 # 21.67$ 5.22$ 25.04$ 0.98$ 0.38$ 8
9 0.07# 2.56$ 0.70$ 3.43$ 9.69$ 4.92$ 208.9 $ 31.52$ 200.4 $ 31.31$ 0.94$ 0.39$ 9
10 0.07# 0.09$ 0.63$ 2.63$ 5.91$ 4.84$ 489.9 # 108.3 $ 348.5 # 19.06$ 0.84$ 0.39$ 10
11 0.09# 0.10$ 0.49$ 1.46$ 4.33$ 14.36$ 524.0 # 372.1 # 155.4 $ 24.41$ 0.79$ 0.40$ 11
12 0.13# 0.27# 0.47$ 7.39$ 5.79$ 13.70$ 206.5 $ 194.7 $ 71.20$ 149.4 $ 0.73$ 0.39$ 12
13 0.09# 0.25# 0.50$ 22.48$ 11.93$ 8.24$ 86.81$ 74.67$ 35.32$ 63.16$ 0.67$ 0.41$ 13
14 0.07# 0.23# 0.55$ 15.11$ 4.98$ 92.80$ 127.1 $ 43.72$ 21.20$ 23.25$ 0.63$ 0.41$ 14
15 0.11# 0.19# 0.46$ 6.44$ 3.17$ 305.9 # 364.2 # 29.88$ 15.16$ 14.83$ 0.59$ 0.47$ 15
16 0.14# 0.16# 0.38$ 3.71$ 2.45$ 592.9 $ 475.8 # 22.73$ 21.17$ 9.37$ 0.57$ 0.37$ 16
17 0.15# 0.14# 0.34$ 2.61$ 1.93$ 730.8 $ 226.2 # 18.73$ 60.59$ 6.56$ 0.99$ 0.41$ 17
18 0.14# 0.13# 0.31$ 1.49$ 1.44$ 234.2 $ 107.6 $ 17.29$ 62.98$ 4.17$ 1.48$ 0.40$ 18
19 0.16# 0.13# 0.22# 1.10$ 1.18$ 51.68$ 64.39$ 47.92$ 44.39$ 2.59$ 1.76$ 0.51$ 19
20 0.14# 0.13# 0.16# 1.48$ 1.06$ 152.2 & 53.36$ 85.41$ 33.50$ 5.37$ 1.63$ 0.47$ 20
21 0.21$ 0.12# 0.14# 2.54$ 0.89$10577 ^ 153.1 $ 43.02$ 18.77$ 18.72$ 1.11$ 0.36$ 21
22 0.01# 0.12# 0.14# 1.55$ 0.87$ 5288 ^ 217.3 # 65.26$ 13.05$ 9.24$ 20.10$ 0.38$ 22
23 0.00# 0.12# 0.13# 1.28$ 7.09$ 590.4 & 164.1 $ 39.67$ 10.18$ 4.96$ 33.11$ 0.32$ 23
24 0.00# 0.10# 0.14# 1.02$ 134.8 $ 139.8 $ 252.2 # 22.73$ 13.32$ 1.69$ 15.98$ 0.34$ 24
25 0.02# 0.10# 0.17# 0.82$ 87.69$ 54.37$ 135.1 $ 17.51$ 10.26$ 3.99$ 6.88$ 0.28$ 25
26 0.11# 0.13# 0.26# 0.67$ 22.79$ 33.64$ 53.64$ 17.04$ 8.30$ 56.86$ 3.49$ 0.29$ 26
27 0.12# 0.14# 0.30$ 0.58$ 9.51$ 24.46$ 125.6 $ 77.44$ 153.1 $ 127.7 $ 1.96$ 0.27# 27
28 0.13# 0.15# 0.35$ 0.55$ 4.52$ 20.50$ 214.6 # 43.63$ 224.6 # 111.9 $ 1.18$ 0.22# 28
29 0.14# 0.30$ 1.22$ 5.03$ 40.44$ 107.4 $ 27.81$ 97.21$ 55.25$ 0.87$ 0.25# 29
30 0.13# 0.22# 19.90$ 194.7 $ 95.95$ 128.8 $ 41.63$ 42.92$ 21.84$ 1.29$ 0.21# 30
31 0.15# 0.16# 682.8 $ 297.5 # 33.14$ 10.55$ 0.28$ 31
Mean 0.126$ 0.265$ 0.315$ 3.411$ 46.90 $ 658.5 ^ 179.6 $ 113.9 & 68.43 $ 38.81 $ 3.715$ 0.439$
Median 0.127$ 0.129$ 0.296$ 1.248$ 7.091$ 46.10 ^ 135.1 $ 43.02 & 34.41 $ 23.25 $ 1.145$ 0.394$
Maximum 0.36$ 2.56$ 0.70$ 22.48$ 682.8 $10577 ^ 524.0 $ 813.7 & 348.5 $ 149.4 $ 33.11$ 1.43$
Minimum 0.001$ 0.070$ 0.131$ 0.143$ 0.874$ 4.839^ 27.15 $ 17.04 & 5.218$ 1.691$ 0.572$ 0.211$
Total 3.92$ 7.41$ 9.76$ 102.3 $ 1454 $19756 ^ 5567 $ 3532 & 2053 $ 1203 $ 111.5 $ 13.62$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 92.64 ^ # ... Relative Uncertainty +/-15%
Ann. Median 4.169^ $ ... Relative Uncertainty +/-20%
Annual Total 33812 ^ & ... Relative Uncertainty +/-30%
^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 10577 ^ 0.001^
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.295$ 0.220# 0.002# 3.387$ 25.03 $ 30.14 $ 28.08 $ 95.72 $ 29.88 $ 7.898$ 38.82 $ 0.919$ 1
2 0.341$ 0.233# 0.114$ 3.471$ 19.46 $ 29.42 $ 26.53 $ 202.6 $ 26.64 $ 14.48 $ 27.84 $ 0.779$ 2
3 0.338$ 0.170# 0.562$ 3.793$ 17.47 $ 38.19 $ 25.60 $ 434.4 # 24.04 $ 24.40 $ 23.05 $ 0.646$ 3
4 0.253$ 0.182# 0.101$ 26.35 $ 17.93 $ 33.76 $ 25.34 $ 507.9 # 22.04 $ 16.91 $ 17.23 $ 0.617$ 4
5 0.275$ 0.139# 0.440$ 36.77 $ 17.87 $ 30.65 $ 25.57 $ 291.1 # 20.44 $ 12.57 $ 11.96 $ 0.741$ 5
6 0.193# 0.129# 0.708$ 20.30 $ 15.79 $ 34.46 $ 29.96 $ 153.5 $ 19.68 $ 30.76 $ 8.323$ 0.911$ 6
7 0.258# 0.177# 0.766$ 8.520$ 12.27 $ 36.52 $ 28.65 $ 82.73 $ 17.45 $ 43.24 $ 6.972$ 1.188$ 7
8 0.213# 0.394$ 0.682$ 4.171$ 9.796$ 30.98 $ 27.66 $ 63.70 $ 16.99 $ 27.43 $ 6.603$ 1.024$ 8
9 0.241# 0.787$ 0.719$ 4.378$ 8.332$ 29.30 $ 27.64 $ 131.7 $ 16.52 $ 17.74 $ 5.707$ 0.715$ 9
10 0.271$ 0.603$ 0.570$ 15.22 $ 7.823$ 36.52 $ 32.38 $ 244.9 # 14.63 $ 13.54 $ 5.048$ 0.444$ 10
11 0.209# 0.369$ 0.423$ 18.32 $ 7.581$ 47.16 $ 51.05 $ 156.7 $ 13.21 $ 15.38 $ 17.67 $ 0.450$ 11
12 0.241# 0.246$ 0.375$ 22.08 $ 10.13 $ 38.01 $ 40.21 $ 77.22 $ 12.29 $ 18.10 $ 27.80 $ 0.468$ 12
13 0.186# 0.225# 0.513$ 17.44 $ 43.04 $ 49.91 $ 33.22 $ 49.05 $ 18.32 $ 19.80 $ 28.17 $ 0.365$ 13
14 0.257# 0.339$ 1.152$ 11.67 $ 55.85 $ 97.10 $ 30.41 $ 86.67 $ 26.53 $ 13.82 $ 24.69 $ 0.339$ 14
15 0.214# 0.295$ 0.973$ 8.080$ 60.51 $ 52.16 $ 30.43 $ 68.70 $ 39.57 $ 13.27 $ 16.17 $ 0.016# 15
16 0.267# 0.248# 0.034# 5.543$ 60.76 $ 33.67 $ 29.54 $ 53.22 $ 28.92 $ 12.10 $ 10.58 $ 0.038# 16
17 0.261# 0.216# 0.139# 5.077$ 40.51 $ 30.87 $ 28.21 $ 83.63 $ 20.69 $ 10.88 $ 7.332$ 0.274$ 17
18 0.189# 0.188# 0.338$ 7.437$ 31.17 $ 65.36 $ 31.56 $ 130.6 $ 17.86 $ 11.15 $ 8.864$ 0.307$ 18
19 0.216# 0.172# 0.385$ 8.026$ 27.16 $ 128.3 $ 39.53 $ 71.19 $ 22.26 $ 7.078$ 35.12 $ 0.310$ 19
20 0.161# 0.147# 0.005# 9.084$ 25.35 $ 113.2 $ 33.03 $ 45.44 $ 19.39 $ 4.629$ 47.28 $ 0.264$ 20
21 0.166# 0.169# 0.043# 11.91 $ 23.45 $ 78.83 $ 44.73 $ 38.50 $ 15.65 $ 4.479$ 27.40 $ 0.280$ 21
22 0.144# 0.184# 0.086$ 12.38 $ 21.92 $ 55.45 $ 68.53 $ 42.56 $ 17.98 $ 7.351$ 15.82 $ 0.239# 22
23 0.155# 0.164# 0.570$ 10.56 $ 29.70 $ 40.01 $ 63.20 $ 34.20 $ 18.86 $ 7.838$ 9.670$ 0.250# 23
24 0.188# 0.176# 1.123$ 8.614$ 33.37 $ 36.89 $ 189.1 # 29.59 $ 21.71 $ 57.59 $ 6.946$ 0.223# 24
25 0.183# 0.013# 1.274$ 7.502$ 28.14 $ 34.12 $ 105.1 $ 26.09 $ 30.09 $ 111.6 $ 5.970$ 0.257# 25
26 0.342$ 0.003# 1.437$ 7.081$ 26.14 $ 32.85 $ 45.66 $ 23.40 $ 25.66 $ 50.20 $ 4.683$ 0.304$ 26
27 0.403$ 0.001# 0.244$ 11.57 $ 28.43 $ 30.39 $ 52.65 $ 27.17 $ 21.35 $ 30.05 $ 3.247$ 0.314$ 27
28 0.493$ 0.001# 0.460$ 33.00 $ 25.64 $ 30.12 $ 34.16 $ 139.3 $ 16.53 $ 20.78 $ 2.655$ 0.302$ 28
29 0.289$ 2.737$ 44.78 $ 32.09 $ 30.63 $ 26.70 $ 110.0 $ 13.20 $ 15.45 $ 1.670$ 0.248# 29
30 0.268# 3.513$ 33.31 $ 36.07 $ 30.02 $ 123.6 $ 51.19 $ 10.26 $ 44.91 $ 1.078$ 0.265# 30
31 0.268$ 3.512$ 32.30 $ 208.7 # 36.67 $ 60.95 $ 0.215# 31
Mean 0.251$ 0.221$ 0.774$ 13.99 $ 26.81 $ 46.17 $ 51.19 $ 115.8 $ 20.62 $ 24.08 $ 15.15 $ 0.442$
Median 0.253$ 0.183$ 0.513$ 9.820$ 25.64 $ 35.49 $ 32.38 $ 77.22 $ 19.53 $ 15.45 $ 10.13 $ 0.310$
Maximum 0.493$ 0.787$ 3.513$ 44.78 $ 60.76 $ 128.3 $ 208.7 $ 507.9 $ 39.57 $ 111.6 $ 47.28 $ 1.188$
Minimum 0.144$ 0.001$ 0.002$ 3.387$ 7.581$ 29.30 $ 25.34 $ 23.40 $ 10.26 $ 4.479$ 1.078$ 0.016$
Total 7.780$ 6.189$ 24.00 $ 419.8 $ 831.1 $1385 $1587 $3589 $ 618.6 $ 746.4 $ 454.4 $ 13.71 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.53 $ # ... Relative Uncertainty +/-15%
Ann. Median 14.63 $ $ ... Relative Uncertainty +/-20%
Annual Total 9683 $
Maximum Minimum
Daily 507.9 $ 0.001$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 603007 Sleeman River - Sleeman Rd Bridge Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.239# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 0.254# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.227# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 0.252# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 0.205# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 0.201# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 0.183# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 0.236# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 0.231# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 0.220# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 0.218# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 0.193# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 0.196# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 0.157# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 0.135# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 0.084# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.004# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.005# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.146# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.145# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.083# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 0.013# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 0.049# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.137# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.003# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.001# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.091# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.128# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 0.144# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.152# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 0.254# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.001# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 4.038# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 3 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.144# # ... Relative Uncertainty +/-15%
Ann. Median 0.152# [ ... Not Available
Annual Total 4.038#
Missing Days 337
Maximum Minimum
Daily 0.254# 0.001#