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Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1967 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 [ ] [ ] 0.000" 0.000" [ ]N 7.665" 61.71 " 40.27 " 33.06 " 0.724" 0.000" 0.000" 1 2 [ ] [ ] 0.000" 0.000" [ ]N 25.46 " 203.6 " 44.66 " 157.7 " 0.702" 0.000" 0.000" 2 3 [ ] [ ] 0.000" 0.000" [ ]N 48.42 " 97.94 " 44.10 " 123.6 " 0.700" 0.000" 0.000" 3 4 [ ] [ ] 0.000" 0.000" [ ]N 15.24 " 67.40 " 32.55 " 53.82 " 1.027" 0.000" 0.000" 4 5 [ ] [ ] 0.000" 0.000" [ ]N 19.96 " 68.63 " 25.33 " 33.04 " 1.367" 0.000" 0.000" 5 6 [ ] [ ] 0.000" 0.000" [ ]N 77.03 " 99.19 " 23.11 " 24.66 " 1.440" 0.000" 0.000" 6 7 [ ] [ ] 0.000" 0.000" [ ]N 27.49 " 66.70 " 22.85 " 20.28 " 1.504" 0.000" 0.000" 7 8 [ ] [ ] 0.000" 0.000" [ ]N 95.86 " 42.82 " 52.90 " 17.60 " 5.952" 0.000" 0.000" 8 9 [ ] [ ] 0.000" 0.000" [ ]N 130.7 " 50.16 " 105.9 " 15.21 " 4.469" 0.000" 0.000" 9 10 [ ] [ ] 0.000" 0.000" [ ]N 130.5 " 140.0 " 39.42 " 11.20 " 1.577" 0.000" 0.000" 10 11 [ ] [ ] 0.000" 0.000" [ ]N 231.6 " 75.17 " 26.11 " 9.188" 0.935" 0.000" 0.000" 11 12 [ ] [ ] 0.000" 0.000" [ ]N 340.1 " 50.12 " 23.72 " 8.544" 0.621" 0.000" 0.000" 12 13 [ ] [ ] 0.000" 0.000" [ ]N 122.8 " 82.18 " 23.57 " 7.506" 0.416" 0.000" 0.000" 13 14 [ ] [ ] 0.000" 0.000" [ ]N 79.92 " 182.3 " 18.84 " 6.991" 0.320" 0.000" 0.000" 14 15 [ ] [ ] 0.000" 0.000" [ ]N 80.01 " 701.1 " 19.38 " 6.695" 0.127" 0.000" 0.000" 15 16 [ ] [ ] 0.000" 0.000" [ ]N 82.63 " 221.6 " 69.12 " 6.026" 0.006" 0.000" 0.000" 16 17 [ ] 0.000" 0.000" 0.000" [ ]N 48.57 " 127.3 " 32.95 " 5.022" 0.000" 0.000" 0.000" 17 18 [ ] 0.000" 0.000" 0.000" [ ]N 35.30 " 140.2 " 22.91 " 4.268" 0.000" 0.000" 0.000" 18 19 [ ] 0.000" 0.000" 0.000" [ ]N 27.47 " 220.5 " 23.28 " 3.915" 0.000" 0.000" 0.000" 19 20 [ ] 0.000" 0.000" 0.000" [ ]N 153.5 " 389.7 " 34.16 " 3.639" 0.000" 0.000" 0.000" 20 21 [ ] 0.000" 0.000" 0.000" [ ]N 65.17 " 122.9 " 245.2 " 2.712" 0.000" 0.000" 0.000" 21 22 [ ] 0.000" 0.000" 0.000" [ ]N 53.39 " 151.3 " 100.6 " 1.991" 0.000" 0.000" 0.000" 22 23 [ ] 0.000" 0.000" 1.472" [ ]N 53.44 " 95.65 " 79.19 " 1.689" 0.000" 0.000" 0.000" 23 24 [ ] 0.000" 0.000" 2.121" [ ]N 29.53 " 66.55 " 167.7 " 1.554" 0.000" 0.000" 0.000" 24 25 [ ] 0.000" 0.000" 0.878" [ ]N 145.8 " 56.88 " 173.1 " 1.821" 0.000" 0.000" 0.000" 25 26 [ ] 0.000" 0.000" 0.424" [ ]N 694.4 " 52.91 " 119.8 " 1.656" 0.000" 0.000" 0.000" 26 27 [ ] 0.000" 0.000" 0.177" [ ]N 184.7 " 174.1 " 64.26 " 1.439" 0.000" 0.000" 0.000" 27 28 [ ] 0.000" 0.000" 0.007" [ ]N 98.35 " 100.7 " 66.91 " 1.237" 0.000" 0.000" 0.000" 28 29 [ ] 0.000" 0.000" [ ]N 174.3 " 68.55 " 54.53 " 1.027" 0.000" 0.000" 0.000" 29 30 [ ] 0.000" 0.000" 12.81 " 91.36 " 64.36 " 44.74 " 0.845" 0.000" 0.000" 0.000" 30 31 [ ] 0.000" 13.58 " 45.05 " 38.91 " 0.000" 0.000" 31 Mean [ ] 0.000" 0.000" 0.169" 13.19 " 112.4 " 131.9 " 60.65 " 18.93 " 0.706" 0.000" 0.000" Median [ ] 0.000" 0.000" 0.000" 13.19 " 79.97 " 95.65 " 40.27 " 6.361" 0.006" 0.000" 0.000" Maximum [ ] 0.000" 0.000" 2.121" 13.58 " 694.4 " 701.1 " 245.2 " 157.7 " 5.952" 0.000" 0.000" Minimum [ ] 0.000" 0.000" 0.000" 12.81 " 7.665" 42.82 " 18.84 " 0.845" 0.000" 0.000" 0.000" Total [ ] 0.000" 0.000" 5.079" 26.38 "3371 "4087 "1880 " 567.9 " 21.89 " 0.000" 0.000" Missing Days 31 16 0 0 29 0 0 0 0 0 0 0 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 34.46 " " ... Relative Uncertainty +/-10% Ann. Median 0.007" N ... Not Rated Annual Total 9959 " [ ... Not Available Missing Days 76 Maximum Minimum Daily 701.1 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1968 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 0.000" 0.000" 0.000" 0.445" 3.094" 9.837" 91.87 " 132.3 " 44.97 " 4.593" 0.000" 0.000" 1 2 0.000" 0.000" 0.000" 0.353" 2.654" 3.581" 55.41 " 110.4 " 25.37 " 3.282" 0.000" 0.000" 2 3 0.000" 0.000" 0.000" 0.080" 1.910" 2.681" 43.21 " 114.7 " 14.53 " 2.470" 0.000" 0.000" 3 4 0.000" 0.000" 0.000" 0.002" 1.705" 10.07 " 34.15 " 54.37 " 23.39 " 3.169" 0.000" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 1.615" 4.130" 28.50 " 43.18 " 19.68 " 17.50 " 0.000" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 1.521" 2.137" 35.20 " 67.69 " 8.724" 16.50 " 0.000" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 1.456" 1.605" 100.6 " 162.2 " 6.273" 10.09 " 0.000" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 1.504" 25.95 " 45.03 " 99.01 " 5.066" 7.518" 0.000" 0.000" 8 9 0.000" 0.000" 0.000" 0.000" [ ]N 32.00 " 26.17 " 54.40 " 67.56 " 5.930" 0.000" 0.000" 9 10 0.000" 0.000" 0.000" 2.910" [ ]N 10.76 " 22.90 " 52.63 " 539.3 " 4.648" 0.000" 0.000" 10 11 0.000" 0.000" 0.000" 1.961" [ ]N 7.023" 21.54 " 75.32 " 293.2 " 3.138" 0.000" 0.000" 11 12 0.000" 0.000" 0.000" 2.797" [ ]N 58.28 " 16.32 " 43.83 " 96.79 " 1.935" 0.000" 0.000" 12 13 0.000" 0.000" 0.000" 2.109" [ ]N 293.2 " 12.33 " 29.75 " 77.27 " 1.056" 0.000" 0.000" 13 14 0.000" 0.000" 0.000" 3.928" [ ]N 98.38 " 18.07 " 23.74 " 85.98 " 1.491" 0.000" 0.000" 14 15 0.000" 0.000" 0.000" 4.575" [ ]N 66.98 " 147.8 " 19.80 " 52.33 " 12.40 " 0.000" 0.000" 15 16 0.000" 0.000" 0.000" 3.786" [ ]N 42.48 " 63.46 " 22.58 " 34.41 " 6.819" 0.000" 0.000" 16 17 0.000" 0.000" 0.000" 4.644" 4.116" 57.63 " 37.75 " 27.17 " 26.46 " 3.697" 0.000" 0.000" 17 18 0.000" 0.000" 0.000" 31.96 " 2.434" 125.7 " 23.79 " 32.21 " 39.33 " 1.924" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 7.412" 1.953" 41.33 " 19.66 " 27.26 " 52.97 " 1.335" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 3.469" 1.510" 22.38 " 18.86 " 19.71 " 23.76 " 3.442" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 2.473" 1.112" 16.68 " 13.16 " 15.80 " 15.39 " 5.779" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 2.164" 0.940" 13.09 " 11.31 " 14.14 " 52.77 " 2.333" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 1.975" 0.848" 11.84 " 44.83 " 19.86 " 119.4 " 0.918" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 1.797" 0.859" 115.5 " 184.0 " 22.99 " 55.33 " 0.448" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 1.803" 0.779" 239.1 " 64.05 " 21.88 " 28.92 " 0.255" 0.000" 0.000" 25 26 0.000" 0.000" 0.008" 2.209" 0.645" 332.1 " 65.84 " 37.70 " 18.48 " 0.103" 0.000" 0.000" 26 27 0.000" 0.000" 1.451" 3.098" 0.552" 121.1 " 178.7 " 68.59 " 12.56 " 0.110" 0.000" 0.000" 27 28 0.000" 0.000" 1.951" 2.075" 0.527" 89.23 " 69.59 " 35.03 " 11.90 " 0.035" 0.000" 0.000" 28 29 0.000" 0.000" 1.628" 1.862" 0.534" 112.1 " 185.2 " 18.73 " 9.339" 0.010" 0.000" 0.000" 29 30 6.629" 1.373" 1.962" 4.891" 248.6 " 143.5 " 13.10 " 6.623" 0.028" 0.000" 0.000" 30 31 1.386" 0.640" 11.27 " 211.6 " 12.42 " 0.002" 0.000" 31 Mean 0.259" 0.000" 0.227" 3.061" 2.106" 73.85 " 65.62 " 48.14 " 62.27 " 3.966" 0.000" 0.000" Median 0.000" 0.000" 0.000" 2.025" 1.510" 36.67 " 43.21 " 32.21 " 27.69 " 2.470" 0.000" 0.000" Maximum 6.629" 0.000" 1.951" 31.96 " 11.27 " 332.1 " 211.6 " 162.2 " 539.3 " 17.50 " 0.000" 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.527" 1.605" 11.31 " 12.42 " 5.066" 0.002" 0.000" 0.000" Total 8.015" 0.000" 7.052" 91.84 " 48.43 "2216 "2034 "1492 "1868 " 122.9 " 0.000" 0.000" Missing Days 0 0 0 0 8 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 22.04 " " ... Relative Uncertainty +/-10% Ann. Median 1.474" N ... Not Rated Annual Total 7889 " Missing Days 8 Maximum Minimum Daily 539.3 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1969 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 0.000" 0.000" 0.000" 0.000" 0.048" 0.129" 36.49 " 672.7 " 5.016" 1.840" 0.000" 0.000" 1 2 0.000" 0.000" 0.000" 0.000" 0.026" 0.127" 23.42 " 213.3 " 5.798" 1.381" 0.000" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 0.001" 0.202" 42.01 " 114.3 " 5.421" 1.086" 0.000" 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 0.000" 0.226" 26.42 " 70.15 " 4.161" 0.744" 0.000" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 0.000" 0.496" 18.36 " 111.2 " 5.938" 0.656" 0.000" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 0.000" 1.549" 14.99 " 76.05 " 4.858" 0.508" 0.000" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 0.000" 2.902" 13.68 " 46.39 " 3.517" 0.405" 0.000" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 0.000" 3.023" 11.44 " 37.43 " 2.728" 0.417" 0.000" 0.000" 8 9 0.000" 0.000" 0.000" 9.466" 0.023" 1.410" 10.35 " 29.08 " 2.215" 0.326" 0.000" 0.000" 9 10 0.000" 0.000" 0.000" 19.07 " 0.333" 1.028" 70.41 " 76.06 " 2.005" 0.141" 0.000" 0.000" 10 11 0.000" 0.000" 0.000" 1.805" 1.415" 13.83 " 33.47 " 131.2 " 1.912" 0.030" 0.000" 0.000" 11 12 0.000" 0.000" 0.000" 0.342" 0.825" 7.271" 17.67 " 42.72 " 2.412" 0.032" 0.000" 0.000" 12 13 0.000" 0.000" 0.000" 0.077" 0.560" 14.12 " 16.70 " 28.32 " 2.720" 0.026" 0.000" 0.000" 13 14 0.000" 0.000" 0.000" 0.004" 0.433" 41.91 " 19.85 " 22.10 " 2.120" 0.000" 0.000" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 0.436" 34.42 " 15.93 " 18.68 " 1.502" 0.000" 0.000" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 0.375" 87.46 " 19.99 " 16.40 " 1.273" 0.000" 0.000" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 0.626" 17.90 " 58.22 " 16.10 " 1.139" 0.000" 0.000" 0.000" 17 18 0.000" 0.000" 0.000" 0.000" 29.93 " 6.935" 71.80 " 14.27 " 0.920" 0.000" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 21.25 " 6.302" 24.91 " 12.17 " 0.776" 0.000" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 0.000" 7.751" 85.36 " 15.44 " 10.43 " 0.671" 0.000" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 0.000" 2.015" 115.6 " 11.01 " 13.12 " 0.575" 0.000" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 0.000" 1.061" 21.24 " 10.11 " 13.67 " 0.585" 0.000" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 0.000" 0.648" 13.09 " 8.386" 9.564" 0.551" 0.000" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 2.850" 0.485" 9.097" 6.672" 9.934" 0.507" 0.000" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 0.930" 0.508" 6.702" 5.143" 17.16 " 0.555" 0.000" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 0.628" 0.869" 5.209" 12.72 " 18.32 " 0.787" 0.000" 0.000" 0.000" 26 27 0.000" 0.000" 0.000" 0.544" 0.923" 40.07 " 96.97 " 10.24 " 0.998" 0.000" 0.000" 0.000" 27 28 0.000" 0.000" 0.000" 0.368" 0.776" 189.0 " 26.41 " 6.652" 10.91 " 0.000" 0.000" 0.000" 28 29 0.000" 0.000" 0.241" 0.529" 66.92 " 17.43 " 4.957" 5.194" 0.000" 0.000" 0.000" 29 30 0.000" 0.000" 0.119" 0.375" 80.58 " 14.32 " 6.579" 2.606" 0.000" 0.000" 0.000" 30 31 0.000" 0.000" 0.227" 33.25 " 6.679" 0.000" 0.000" 31 Mean 0.000" 0.000" 0.000" 1.215" 2.337" 29.14 " 25.94 " 60.51 " 2.679" 0.245" 0.000" 0.000" Median 0.000" 0.000" 0.000" 0.000" 0.485" 8.184" 17.67 " 18.32 " 2.062" 0.000" 0.000" 0.000" Maximum 0.000" 0.000" 0.000" 19.07 " 29.93 " 189.0 " 96.97 " 672.7 " 10.91 " 1.840" 0.000" 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 0.127" 5.143" 4.957" 0.507" 0.000" 0.000" 0.000" Total 0.000" 0.000" 0.000" 36.44 " 72.44 " 874.1 " 804.0 "1876 " 80.36 " 7.593" 0.000" 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.28 " " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 3751 " Maximum Minimum Daily 672.7 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1970 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 0.000" 0.000" 0.000" 0.000" 0.016" 36.21 " 105.0 " 34.81 " 5.656" 17.16 " 0.000" 0.000" 1 2 0.000" 0.000" 0.000" 0.000" 0.981" 27.12 " 130.5 " 24.16 " 14.18 " 33.77 " 5.366" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 0.705" 7.199" 90.49 " 21.42 " 16.07 " 291.8 " 14.67 " 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 0.092" 3.979" 60.06 " 16.56 " 7.825" 285.5 " 9.039" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 0.000" 3.033" 51.83 " 13.45 " 7.114" 137.4 " 3.396" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 0.000" 6.410" 93.16 " 10.88 " 7.615" 131.1 " 1.990" 0.000" 6 7 0.000" 24.67 " 0.000" 0.000" 0.000" 13.90 " 52.18 " 11.15 " 34.20 " 79.11 " 1.231" 0.000" 7 8 0.000" 7.643" 0.000" 0.000" 0.001" 10.60 " 32.17 " 83.68 " 32.82 " 32.15 " 0.778" 0.000" 8 9 0.000" 1.083" 0.000" 0.000" 1.985" 4.075" 27.10 " 28.72 " 12.90 " 18.04 " 0.477" 0.000" 9 10 0.000" 0.111" 0.000" 0.000" 2.369" 3.496" 22.77 " 16.47 " 8.179" 11.52 " 0.269" 0.000" 10 11 0.000" 0.005" 0.000" 0.000" 6.649" 204.1 " 18.16 " 12.05 " 6.780" 7.698" 0.375" 0.000" 11 12 0.000" 0.004" 0.000" 0.000" 12.78 " 76.19 " 15.88 " 10.02 " 5.802" 5.456" 0.478" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 6.804" 34.41 " 26.82 " 9.488" 5.211" 4.270" 0.299" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 2.771" 114.3 " 17.26 " 7.450" 4.709" 3.459" 0.118" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 1.424" 30.12 " 13.88 " 5.495" 3.938" 3.104" 0.033" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 0.823" 20.97 " 12.72 " 4.746" 3.360" 3.043" 0.006" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 0.570" 93.20 " 11.33 " 4.800" 3.054" 2.528" 0.004" 0.000" 17 18 0.000" 0.000" 0.000" 0.000" 0.275" 226.1 " 9.146" 29.07 " 2.774" 1.786" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 0.271" 151.1 " 7.891" 36.72 " 25.10 " 1.034" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 11.26 " 0.102" 112.8 " 7.503" 22.35 " 84.56 " 0.596" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 6.356" 0.021" 56.95 " 7.501" 24.35 " 34.47 " 0.437" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 2.203" 0.000" 355.5 " 15.07 " 15.86 " 32.10 " 0.289" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 1.289" 0.000" 592.4 " 174.0 " 11.12 " 13.43 " 0.158" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 0.759" 2.321" 290.5 " 248.4 " 21.17 " 15.58 " 0.120" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 0.454" 2.361" 162.6 " 57.49 " 108.8 " 9.421" 0.089" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 0.306" 1.051" 85.58 " 40.15 " 65.27 " 17.07 " 0.200" 0.000" 0.000" 26 27 0.000" 0.000" 0.000" 0.170" 0.740" 301.6 " 53.44 " 29.21 " 9.064" 0.291" 0.000" 0.000" 27 28 0.000" 0.000" 0.000" 0.131" 0.738" 440.1 " 66.78 " 15.62 " 5.608" 0.172" 0.000" 0.000" 28 29 0.000" 0.000" 0.014" 0.423" 549.9 " 52.53 " 13.37 " 4.502" 0.101" 0.000" 0.000" 29 30 0.000" 0.000" 0.014" 2.106" 166.6 " 94.64 " 9.136" 4.893" 0.163" 0.000" 0.000" 30 31 0.000" 0.000" 34.37 " 55.63 " 7.035" 0.015" 0.000" 31 Mean 0.000" 1.197" 0.000" 0.765" 2.669" 139.4 " 53.92 " 23.37 " 14.60 " 34.60 " 1.284" 0.000" Median 0.000" 0.000" 0.000" 0.000" 0.738" 80.88 " 40.15 " 15.86 " 8.002" 3.043" 0.005" 0.000" Maximum 0.000" 24.67 " 0.000" 11.26 " 34.37 " 592.4 " 248.4 " 108.8 " 84.56 " 291.8 " 14.67 " 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 3.033" 7.501" 4.746" 2.774" 0.015" 0.000" 0.000" Total 0.000" 33.52 " 0.000" 22.96 " 82.75 "4181 "1671 " 724.5 " 438.0 "1073 " 38.53 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 22.64 " " ... Relative Uncertainty +/-10% Ann. Median 0.299" Annual Total 8265 " Maximum Minimum Daily 592.4 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1971 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 0.000" 8.879" 0.000" 1.875" 0.098" 7.759" 14.76 " 17.30 " 5.891" 115.0 " 0.684" 3.736" 1 2 0.000" 2.997" 0.000" 1.500" 0.645" 3.890" 6.867" 61.33 " 5.391" 46.10 " 0.551" 3.316" 2 3 0.000" 0.659" 0.000" 1.135" 0.580" 3.376" 39.72 " 29.28 " 4.860" 25.97 " 0.219" 3.024" 3 4 0.000" 0.000" 0.000" 1.035" 0.467" 3.164" 23.54 " 19.38 " 4.934" 34.32 " 0.735" 2.666" 4 5 0.000" 0.000" 0.000" 1.584" 0.244" 4.335" 8.525" 13.92 " 17.42 " 170.0 " 0.652" 2.265" 5 6 0.000" 0.000" 0.000" 7.606" 0.143" 29.68 " 6.912" 10.65 " 12.43 " 62.67 " 0.082" 2.129" 6 7 0.000" 0.000" 0.000" 3.641" 0.248" 13.33 " 7.220" 8.841" 20.35 " 45.08 " 0.000" 2.048" 7 8 0.000" 0.000" 0.000" 1.856" 0.305" 5.547" 5.223" 8.320" 35.07 " 62.15 " 0.000" 1.960" 8 9 0.000" 0.000" 0.000" 1.256" 0.288" 92.55 " 3.896" 8.507" 20.08 " 28.04 " 0.000" 1.838" 9 10 0.000" 0.000" 0.000" 0.838" 0.178" 28.73 " 3.425" 6.972" 7.835" 17.31 " 0.040" 1.613" 10 11 0.000" 0.000" 0.000" 0.610" 0.075" 11.34 " 3.212" 6.343" 5.501" 13.26 " 0.013" 1.527" 11 12 0.000" 0.000" 0.000" 0.414" 0.154" 8.409" 3.660" 11.21 " 4.963" 11.11 " 0.194" 1.373" 12 13 0.000" 0.000" 0.000" 0.222" 0.609" 6.302" 13.45 " 21.04 " 6.774" 11.21 " 1.451" 1.155" 13 14 0.000" 0.000" 0.000" 0.008" 30.18 " 5.056" 97.45 " 31.62 " 9.425" 20.17 " 0.851" 0.913" 14 15 0.000" 0.000" 0.000" 0.005" 11.44 " 4.443" 20.26 " 233.1 " 7.394" 15.62 " 0.767" 0.673" 15 16 0.000" 0.000" 0.000" 0.000" 3.504" 4.891" 11.92 " 141.5 " 8.581" 10.95 " 1.833" 0.631" 16 17 0.000" 0.000" 0.000" 0.000" 3.490" 43.61 " 18.51 " 88.05 " 44.69 " 9.456" 2.497" 0.592" 17 18 0.000" 0.000" 0.000" 0.000" 3.578" 19.53 " 10.78 " 67.45 " 43.23 " 8.435" 1.540" 0.535" 18 19 0.000" 0.000" 0.000" 0.000" 7.637" 8.711" 7.832" 30.96 " 35.44 " 9.610" 0.895" 0.461" 19 20 0.000" 0.000" 0.000" 0.000" 16.89 " 12.20 " 13.56 " 21.33 " 15.46 " 15.72 " 0.262" 0.370" 20 21 0.000" 0.000" 0.000" 0.000" 20.16 " 20.68 " 11.64 " 17.18 " 15.22 " 24.45 " 0.000" 0.302" 21 22 0.000" 0.000" 0.000" 0.000" 43.43 " 8.261" 5.740" 15.04 " 31.21 " 12.62 " 487.1 " 0.271" 22 23 0.000" 0.000" 0.000" 0.000" 34.00 " 5.983" 4.496" 11.05 " 13.66 " 7.386" 783.4 " 0.253" 23 24 0.000" 0.000" 0.000" 0.000" 6.929" 4.804" 9.565" 9.123" 156.4 " 5.733" 137.5 " 0.214" 24 25 0.000" 0.000" 0.000" 0.000" 4.677" 4.194" 20.87 " 7.833" 96.84 " 4.929" 43.23 " 0.188" 25 26 0.000" 0.000" 0.000" 0.000" 5.197" 4.008" 8.746" 26.93 " 27.32 " 5.988" 23.59 " 0.142" 26 27 0.000" 0.000" 0.000" 0.000" 4.325" 4.060" 5.683" 24.05 " 14.66 " 4.959" 14.07 " 0.116" 27 28 0.000" 0.000" 0.000" 0.000" 3.424" 4.048" 42.52 " 11.60 " 11.73 " 3.452" 8.798" 0.089" 28 29 0.000" 0.000" 0.000" 3.074" 4.009" 37.77 " 7.791" 37.33 " 2.348" 5.732" 0.067" 29 30 0.000" 1.891" 0.000" 3.082" 10.54 " 67.75 " 6.504" 493.0 " 1.565" 4.518" 0.051" 30 31 25.78 " 2.900" 18.58 " 31.59 " 6.269" 0.805" 0.036" 31 Mean 0.832" 0.448" 0.155" 0.786" 7.343" 12.91 " 18.29 " 31.63 " 40.44 " 26.01 " 50.71 " 1.115" Median 0.000" 0.000" 0.000" 0.003" 3.424" 6.143" 10.78 " 15.04 " 14.94 " 12.62 " 0.809" 0.631" Maximum 25.78 " 8.879" 2.900" 7.606" 43.43 " 92.55 " 97.45 " 233.1 " 493.0 " 170.0 " 783.4 " 3.736" Minimum 0.000" 0.000" 0.000" 0.000" 0.075" 3.164" 3.212" 6.269" 4.860" 0.805" 0.000" 0.036" Total 25.78 " 12.54 " 4.790" 23.58 " 227.6 " 387.4 " 567.1 " 980.5 "1213 " 806.4 "1521 " 34.56 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 15.90 " " ... Relative Uncertainty +/-10% Ann. Median 3.074" Annual Total 5805 " Maximum Minimum Daily 783.4 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1972 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 0.009" 0.000" 0.000" 0.000" 0.000" 15.15 " 4.121" 9.655" 19.18 " 0.989" 0.000" 0.000" 1 2 0.002" 0.000" 0.000" 0.000" 0.000" 3.577" 64.59 " 9.645" 15.65 " 2.966" 0.003" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 0.000" 1.957" 72.15 " 86.08 " 12.37 " 2.667" 0.001" 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 0.000" 1.535" 14.19 " 25.65 " 16.72 " 1.727" 0.002" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 0.000" 0.986" 6.537" 14.32 " 18.01 " 1.226" 0.002" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 0.000" 0.796" 4.299" 14.35 " 12.07 " 0.998" 0.000" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 0.000" 0.699" 3.848" 21.17 " 7.189" 1.207" 0.000" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 0.000" 0.594" 20.95 " 9.641" 5.186" 2.947" 0.000" 0.000" 8 9 0.000" 0.000" 0.000" 0.000" 0.000" 0.553" 19.99 " 5.856" 4.344" 2.335" 0.000" 0.000" 9 10 0.000" 0.000" 0.000" 0.000" 0.000" 0.525" 7.921" 4.971" 7.035" 1.545" 0.000" 0.000" 10 11 0.000" 0.000" 0.000" 0.000" 0.000" 0.490" 9.799" 4.099" 15.88 " 1.017" 0.000" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 0.000" 0.428" 12.79 " 3.602" 6.676" 0.593" 0.000" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 0.000" 0.590" 34.93 " 3.128" 3.510" 0.256" 0.000" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 4.014" 11.17 " 16.61 " 2.870" 2.879" 0.040" 0.000" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 2.997" 5.248" 7.894" 2.689" 2.905" 0.013" 0.000" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 1.235" 1.658" 4.244" 93.41 " 3.024" 0.062" 0.000" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 0.769" 0.912" 5.057" 242.5 " 3.930" 0.183" 0.000" 0.000" 17 18 0.000" 0.000" 0.000" 0.000" 0.607" 0.679" 21.29 " 57.35 " 2.752" 0.094" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 0.510" 0.788" 12.48 " 162.9 " 2.132" 0.029" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 0.000" 0.539" 0.807" 5.772" 124.8 " 2.009" 0.037" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 0.000" 0.425" 4.928" 3.923" 103.7 " 2.102" 0.045" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 0.000" 0.397" 12.34 " 3.601" 54.01 " 1.961" 0.030" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 0.000" 0.334" 3.834" 71.72 " 91.82 " 1.653" 0.012" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 0.000" 0.306" 22.42 " 23.35 " 55.07 " 1.392" 0.001" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 0.000" 0.241" 34.23 " 8.117" 216.6 " 1.308" 0.000" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 0.000" 0.213" 9.560" 6.162" 107.2 " 1.098" 0.000" 0.000" 0.000" 26 27 0.000" 0.000" 0.000" 0.000" 0.204" 6.092" 55.61 " 94.57 " 0.835" 0.020" 0.000" 0.000" 27 28 0.000" 0.000" 0.000" 0.000" 0.181" 5.477" 19.69 " 66.56 " 0.627" 0.157" 0.000" 0.000" 28 29 0.000" 0.000" 0.000" 0.000" 0.155" 3.867" 12.95 " 40.98 " 0.514" 0.048" 0.000" 0.000" 29 30 0.000" 0.000" 0.000" 0.170" 3.357" 21.59 " 33.89 " 0.504" 0.024" 0.000" 0.000" 30 31 0.000" 0.000" 4.242" 21.12 " 25.98 " 0.004" 0.000" 31 Mean 0.000" 0.000" 0.000" 0.000" 0.566" 5.175" 19.27 " 57.72 " 5.848" 0.686" 0.000" 0.000" Median 0.000" 0.000" 0.000" 0.000" 0.181" 1.807" 12.79 " 33.89 " 2.965" 0.094" 0.000" 0.000" Maximum 0.009" 0.000" 0.000" 0.000" 4.242" 34.23 " 72.15 " 242.5 " 19.18 " 2.966" 0.003" 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 0.428" 3.601" 2.689" 0.504" 0.000" 0.000" 0.000" Total 0.011" 0.000" 0.000" 0.000" 17.54 " 155.2 " 597.3 "1789 " 175.4 " 21.27 " 0.008" 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 7.530" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 2756 " Maximum Minimum Daily 242.5 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1973 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 0.000" 0.000" 0.000" 0.000" 1.317" 6.616" 17.21 " 49.91 " 16.67 " 11.97 " 0.842" 0.000" 1 2 0.000" 0.000" 0.000" 0.000" 1.751" 2.529" 20.72 " 44.47 " 17.67 " 7.046" 2.161" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 3.628" 1.950" 12.38 " 41.06 " 15.96 " 4.609" 1.443" 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 3.575" 1.864" 8.952" 153.5 " 10.70 " 3.647" 0.894" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 2.957" 2.257" 8.274" 365.0 " 7.299" 3.075" 1.360" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 1.951" 16.60 " 8.547" 299.2 " 5.523" 2.212" 1.282" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 1.562" 21.52 " 90.75 " 104.1 " 15.91 " 1.804" 0.599" 0.000" 7 8 8.700" 0.000" 0.000" 0.000" 1.811" 74.46 " 129.7 " 76.08 " 57.89 " 1.209" 0.538" 0.000" 8 9 1.667" 0.000" 0.000" 0.000" 2.139" 25.46 " 57.00 " 58.56 " 20.58 " 0.853" 2.567" 0.000" 9 10 0.326" 0.000" 0.000" 0.000" 2.889" 71.68 " 34.36 " 209.9 " 181.9 " 0.586" 1.700" 0.000" 10 11 0.067" 0.000" 0.000" 0.447" 3.212" 20.28 " 23.52 " 124.8 " 145.0 " 0.439" 0.749" 0.000" 11 12 0.000" 0.000" 0.000" 1.989" 4.093" 95.94 " 19.71 " 72.42 " 42.13 " 0.229" 0.192" 0.000" 12 13 0.000" 0.000" 0.000" 1.403" 12.23 " 32.21 " 31.07 " 85.15 " 21.55 " 0.161" 0.018" 0.000" 13 14 0.000" 0.000" 0.000" 0.743" 4.008" 13.64 " 228.2 " 64.59 " 15.33 " 0.146" 0.000" 0.000" 14 15 0.000" 0.000" 0.000" 0.457" 1.777" 9.790" 106.4 " 100.7 " 25.99 " 0.200" 0.000" 0.000" 15 16 0.000" 0.000" 0.000" 0.585" 1.063" 9.556" 44.87 " 63.06 " 22.64 " 1.214" 0.000" 0.000" 16 17 0.000" 0.000" 0.000" 0.273" 0.560" 10.90 " 43.94 " 38.94 " 39.63 " 12.94 " 0.000" 0.000" 17 18 0.000" 0.000" 0.000" 0.020" 0.436" 29.12 " 455.0 " 29.92 " 49.88 " 6.162" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 0.328" 31.62 " 127.6 " 37.99 " 20.82 " 2.577" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 0.000" 0.525" 30.29 " 77.84 " 76.73 " 12.72 " 1.141" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 0.000" 25.19 " 13.07 " 210.3 $ 43.30 " 8.819" 0.500" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 0.000" 7.109" 116.1 " 102.8 $ 32.38 " 12.65 " 0.348" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 0.000" 2.297" 110.8 " 98.45 $ 25.57 " 27.02 " 1.000" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 0.105" 1.696" 34.68 " 228.0 $ 32.50 " 170.4 " 0.942" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 0.927" 1.545" 21.01 " 187.3 " 56.73 " 119.1 " 0.893" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 2.404" 1.680" 16.37 " 105.5 " 27.83 " 40.54 " 0.450" 0.000" 0.000" 26 27 0.000" 0.000" 0.000" 1.534" 1.479" 13.55 " 198.2 " 21.39 " 20.68 " 0.054" 0.000" 0.000" 27 28 0.000" 0.000" 0.000" 1.246" 1.372" 13.54 " 205.0 " 21.12 " 12.21 " 0.042" 0.000" 0.000" 28 29 0.000" 0.000" 0.980" 3.069" 22.78 " 114.4 " 20.41 " 24.16 " 0.352" 0.000" 0.000" 29 30 0.000" 0.000" 0.931" 8.527" 18.47 " 95.12 " 20.84 " 30.41 " 1.107" 0.000" 0.000" 30 31 0.000" 0.000" 26.71 " 70.68 " 24.45 " 0.852" 0.000" 31 Mean 0.347" 0.000" 0.000" 0.468" 4.274" 29.62 " 102.0 $ 78.15 " 40.39 " 2.218" 0.478" 0.000" Median 0.000" 0.000" 0.000" 0.010" 1.951" 19.38 " 90.75 $ 49.91 " 21.19 " 0.942" 0.000" 0.000" Maximum 8.700" 0.000" 0.000" 2.404" 26.71 " 116.1 " 455.0 $ 365.0 " 181.9 " 12.94 " 2.567" 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.328" 1.864" 8.274$ 20.41 " 5.523" 0.042" 0.000" 0.000" Total 10.76 " 0.000" 0.000" 14.04 " 132.5 " 888.7 "3162 $2423 "1212 " 68.75 " 14.35 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 21.71 $ " ... Relative Uncertainty +/-10% Ann. Median 0.893$ $ ... Relative Uncertainty +/-20% Annual Total 7925 $ Maximum Minimum Daily 455.0 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1974 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 0.000" 0.000" 0.000" 0.000" 0.000" 403.3 " 86.66 " 839.8 " 15.53 " 7.062" 1.465" 0.000" 1 2 0.000" 0.000" 0.000" 0.000" 0.000" 231.8 " 725.9 " 281.7 " 18.64 " 5.141" 0.776" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 0.000" 102.7 " 483.1 " 178.2 " 32.38 " 4.618" 0.241" 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 19.00 " 234.1 " 241.3 " 727.0 " 19.85 " 4.235" 0.028" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 17.59 " 84.51 " 124.1 " 790.0 " 15.27 " 4.073" 0.000" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 7.717" 51.02 " 89.85 " 257.0 " 11.90 " 4.697" 0.000" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 4.990" 41.59 " 70.05 " 178.1 " 9.247" 25.62 " 0.000" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 3.935" 32.19 " 57.32 " 168.5 " 7.870" 14.46 " 0.000" 0.000" 8 9 0.000" 0.000" 0.000" 0.000" 4.187" 25.08 " 100.5 " 189.8 " 6.309" 15.92 " 0.000" 0.000" 9 10 0.000" 0.000" 0.000" 0.000" 20.68 " 20.91 " 76.11 " 149.2 " 5.333" 6.894" 0.000" 0.000" 10 11 0.000" 0.000" 0.000" 0.000" 63.42 " 17.97 " 56.84 " 106.7 " 54.26 " 4.784" 0.000" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 41.75 " 14.23 " 46.45 " 216.8 " 57.56 " 3.510" 0.000" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 13.98 " 11.44 " 259.0 " 262.3 " 24.74 " 2.605" 0.000" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 9.591" 9.836" 349.4 " 91.00 " 14.94 " 2.204" 0.000" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 6.822" 8.742" 152.0 " 71.97 " 11.37 " 2.168" 0.000" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 5.403" 7.373" 703.5 " 66.58 " 10.000" 2.344" 0.000" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 4.700" 5.591" 698.3 " 76.18 " 11.86 " 1.634" 0.000" 0.000" 17 18 0.000" 0.000" 0.000" 0.000" 4.608" 4.832" 234.2 " 108.4 " 25.55 " 0.922" 26.20 " 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 5.687" 4.412" 206.8 " 92.85 " 14.24 " 0.471" 29.07 " 0.000" 19 20 0.000" 0.000" 0.000" 0.000" 5.858" 4.227" 128.0 " 60.82 " 9.381" 6.158" 8.622" 0.000" 20 21 0.000" 0.000" 0.000" 0.000" 4.702" 4.237" 114.2 " 45.65 " 7.668" 12.85 " 3.952" 0.000" 21 22 0.000" 0.000" 0.000" 0.000" 3.780" 6.415" 229.4 " 192.6 " 6.818" 7.429" 1.985" 0.000" 22 23 0.000" 0.000" 0.000" 0.000" 3.016" 31.65 " 126.2 " 78.49 " 6.086" 35.63 " 0.830" 0.000" 23 24 0.000" 0.000" 0.000" 0.000" 68.94 " 40.72 " 504.7 " 45.49 " 5.471" 12.27 " 0.062" 0.000" 24 25 0.000" 0.000" 0.000" 0.000" 54.56 " 67.23 " 418.1 " 35.37 " 5.208" 5.972" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 0.000" 72.70 " 226.1 " 173.3 " 28.47 " 6.610" 4.088" 0.000" 0.000" 26 27 0.000" 0.000" 0.000" 0.000" 28.48 " 419.1 " 122.6 " 27.72 " 6.232" 2.821" 0.000" 0.000" 27 28 0.000" 0.000" 0.000" 0.000" 20.33 " 114.7 " 107.0 " 25.38 " 5.886" 1.830" 0.000" 0.000" 28 29 0.000" 0.000" 0.000" 265.3 " 63.34 " 543.2 " 23.14 " 9.665" 1.299" 0.000" 0.000" 29 30 0.000" 0.000" 0.000" 94.28 " 47.03 " 199.1 " 19.89 " 10.69 " 1.143" 0.000" 0.000" 30 31 0.000" 0.000" 115.3 " 221.2 " 17.12 " 2.519" 0.000" 31 Mean 0.000" 0.000" 0.000" 0.000" 31.33 " 77.88 " 246.7 " 175.9 " 14.89 " 6.689" 2.441" 0.000" Median 0.000" 0.000" 0.000" 0.000" 7.717" 31.92 " 173.3 " 92.85 " 10.34 " 4.235" 0.000" 0.000" Maximum 0.000" 0.000" 0.000" 0.000" 265.3 " 419.1 " 725.9 " 839.8 " 57.56 " 35.63 " 29.07 " 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 4.227" 46.45 " 17.12 " 5.208" 0.471" 0.000" 0.000" Total 0.000" 0.000" 0.000" 0.000" 971.2 "2336 "7648 "5452 " 446.6 " 207.4 " 73.22 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 46.95 " " ... Relative Uncertainty +/-10% Ann. Median 1.465" Annual Total 17135 " Maximum Minimum Daily 839.8 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1975 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 0.000" 0.000" 0.000" 0.000" 0.400" 15.30 " 36.98 " 80.89 " 12.40 " 3.760" 0.076" 0.033" 1 2 0.000" 0.000" 0.000" 6.188" 0.357" 15.81 " 50.28 " 56.68 " 10.88 " 2.636" 0.082" 0.008" 2 3 0.000" 0.000" 0.000" 4.150" 0.364" 5.996" 22.11 " 53.67 " 8.756" 1.993" 0.064" 0.002" 3 4 0.000" 0.000" 0.000" 5.383" 0.655" 3.759" 16.80 " 39.96 " 6.929" 1.732" 0.055" 0.000" 4 5 0.000" 0.000" 0.000" 1.893" 17.51 " 2.747" 15.30 $ 31.63 " 5.793" 2.801" 0.052" 0.000" 5 6 0.000" 0.000" 0.000" 0.732" 28.63 " 30.83 " 38.13 $ 26.14 " 4.729" 18.08 " 0.050" 0.000" 6 7 0.000" 0.000" 0.000" 0.363" 4.192" 34.76 " 21.72 $ 29.27 " 5.427" 14.54 " 0.048" 0.000" 7 8 0.000" 0.000" 0.000" 0.232" 1.604" 9.759" 17.82 " 33.32 " 6.909" 8.145" 0.040" 0.000" 8 9 0.000" 0.000" 0.000" 0.115" 1.058" 5.919" 15.75 " 24.58 " 6.178" 6.615" 0.041" 0.000" 9 10 0.000" 0.000" 0.000" 0.080" 0.935" 4.099" 39.66 $ 21.23 " 4.836" 11.86 " 0.036" 0.000" 10 11 0.000" 0.000" 0.000" 0.074" 0.862" 3.013" 123.2 $ 17.76 " 4.042" 5.433" 0.038" 0.000" 11 12 0.000" 0.000" 0.000" 0.065" 0.840" 2.554" 47.92 $ 14.84 " 3.113" 3.332" 0.029" 0.000" 12 13 0.000" 0.000" 0.000" 0.057" 0.866" 2.369" 21.07 $ 12.53 " 2.647" 2.563" 0.033" 0.000" 13 14 0.000" 0.000" 0.000" 0.059" 0.950" 2.124" 18.45 " 11.56 " 2.420" 2.004" 0.012" 0.000" 14 15 0.000" 0.000" 0.000" 12.14 " 0.902" 2.353" 17.05 " 10.73 " 7.434" 1.653" 0.018" 0.000" 15 16 0.000" 0.000" 0.000" 14.05 " 0.826" 20.57 " 15.48 " 102.4 " 33.67 " 2.237" 3.726" 0.000" 16 17 0.000" 0.000" 0.000" 3.584" 0.814" 16.42 " 97.33 " 226.9 $ 11.91 " 2.100" 33.55 " 0.000" 17 18 0.000" 0.000" 0.000" 1.385" 1.401" 7.209" 48.79 " 142.4 $ 6.258" 2.169" 5.074" 0.000" 18 19 0.000" 0.000" 0.000" 0.910" 6.298" 4.332" 40.80 " 91.39 $ 15.90 " 1.309" 1.528" 0.000" 19 20 0.000" 0.000" 0.000" 0.674" 23.70 " 16.60 " 37.23 " 71.27 $ 113.3 " 0.969" 0.762" 0.000" 20 21 0.000" 0.000" 0.000" 0.435" 16.02 " 14.62 " 41.73 " 83.16 " 38.99 " 0.824" 0.366" 0.000" 21 22 0.000" 0.000" 0.000" 0.399" 4.667" 6.594" 33.25 " 56.98 " 16.59 " 0.709" 0.226" 0.000" 22 23 0.000" 0.000" 0.000" 0.399" 2.304" 10.30 " 27.41 " 55.78 " 8.932" 0.464" 0.105" 0.000" 23 24 0.000" 0.000" 0.000" 0.414" 2.095" 20.35 " 22.17 " 88.17 " 5.903" 0.362" 0.082" 0.000" 24 25 0.000" 0.000" 0.000" 0.449" 2.079" 50.09 " 17.83 " 63.50 " 4.836" 0.283" 0.066" 0.000" 25 26 0.000" 0.000" 0.000" 0.423" 1.796" 164.5 " 19.14 " 43.85 " 56.63 " 0.203" 0.061" 0.000" 26 27 0.000" 0.000" 0.000" 0.437" 49.68 " 42.26 " 268.4 " 29.97 " 25.99 " 0.190" 0.054" 0.000" 27 28 0.000" 0.000" 0.000" 0.799" 20.60 " 23.76 " 211.5 " 23.13 " 11.37 " 0.101" 0.049" 0.000" 28 29 0.000" 0.000" 0.819" 24.81 " 44.53 " 483.5 " 18.51 " 7.780" 0.080" 0.046" 0.000" 29 30 0.000" 0.000" 0.631" 33.21 " 72.62 " 148.3 " 16.78 " 5.165" 0.072" 0.040" 0.000" 30 31 0.000" 0.000" 10.77 " 88.98 " 15.01 " 0.073" 0.000" 31 Mean 0.000" 0.000" 0.000" 1.911" 8.426" 21.87 " 67.88 $ 51.42 $ 15.19 " 3.203" 1.547" 0.001" Median 0.000" 0.000" 0.000" 0.443" 1.796" 12.46 " 36.98 $ 33.32 $ 7.181" 1.993" 0.054" 0.000" Maximum 0.000" 0.000" 0.000" 14.05 " 49.68 " 164.5 " 483.5 $ 226.9 $ 113.3 " 18.08 " 33.55 " 0.033" Minimum 0.000" 0.000" 0.000" 0.000" 0.357" 2.124" 15.30 $ 10.73 $ 2.420" 0.072" 0.012" 0.000" Total 0.000" 0.000" 0.000" 57.34 " 261.2 " 656.1 "2104 $1594 $ 455.7 " 99.30 " 46.41 " 0.042" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 14.45 $ " ... Relative Uncertainty +/-10% Ann. Median 0.819$ $ ... Relative Uncertainty +/-20% Annual Total 5274 $ Maximum Minimum Daily 483.5 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1976 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 0.000" 0.000" 0.000" 0.000" 1.962" 7.780" 9.967" 4.017" 6.235" 2.266" 0.050" 0.003" 1 2 0.000" 0.000" 0.000" 0.000" 4.202" 3.129" 18.46 " 2.789" 6.654" 1.999" 0.044" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 1.351" 2.189" 6.400" 3.426" 46.28 " 55.22 " 0.023" 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 0.785" 1.962" 15.77 " 62.05 " 25.94 " 21.27 " 0.027" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 0.465" 2.122" 14.54 " 13.15 " 13.60 " 6.231" 0.013" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 0.407" 1.861" 6.793" 6.959" 13.36 " 3.104" 0.045" 0.000" 6 7 41.53 " 0.000" 0.000" 0.000" 0.423" 1.591" 5.539" 100.9 " 8.521" 1.958" 0.033" 0.000" 7 8 11.64 " 0.000" 0.000" 0.000" 0.396" 1.637" 4.015" 36.55 " 5.348" 1.183" 0.004" 0.000" 8 9 1.822" 0.000" 0.000" 0.000" 0.334" 1.490" 2.943" 19.03 " 3.639" 0.865" 0.045" 0.000" 9 10 0.713" 0.000" 0.000" 0.000" 0.298" 1.353" 2.246" 9.595" 3.042" 0.777" 0.106" 0.000" 10 11 0.307" 0.000" 0.000" 0.000" 1.021" 1.183" 1.872" 6.526" 2.599" 0.800" 10.38 " 0.000" 11 12 0.127" 0.000" 0.000" 0.000" 2.295" 1.074" 1.626" 4.609" 2.434" 1.125" 17.55 " 0.000" 12 13 0.069" 0.000" 0.000" 0.000" 1.169" 1.014" 1.711" 40.60 " 2.127" 1.407" 5.435" 0.000" 13 14 0.057" 0.000" 0.000" 19.38 " 1.672" 1.046" 1.359" 298.8 " 2.431" 0.873" 1.254" 0.000" 14 15 0.057" 0.000" 0.000" 76.52 " 28.35 " 1.194" 0.993" 315.9 " 4.227" 0.886" 0.561" 0.000" 15 16 0.049" 0.000" 0.000" 32.18 " 5.205" 1.262" 0.811" 75.58 " 2.609" 0.651" 0.290" 0.000" 16 17 0.043" 0.000" 0.000" 6.246" 1.822" 1.109" 0.655" 45.76 " 2.006" 0.415" 0.194" 0.000" 17 18 0.007" 0.000" 0.000" 2.521" 1.190" 0.978" 0.786" 44.93 " 16.88 " 1.638" 0.096" 0.000" 18 19 0.001" 0.000" 0.000" 1.532" 0.990" 1.386" 0.842" 38.87 " 7.570" 5.393" 0.075" 0.000" 19 20 0.000" 0.000" 0.000" 1.064" 19.14 " 3.173" 0.896" 29.10 " 2.712" 4.250" 0.068" 0.000" 20 21 0.000" 0.000" 0.000" 0.860" 29.93 " 8.628" 9.678" 30.76 " 1.566" 1.189" 0.070" 0.000" 21 22 0.000" 0.000" 0.000" 0.623" 6.008" 53.43 " 7.550" 17.90 " 1.077" 0.617" 0.061" 0.000" 22 23 0.000" 0.000" 0.000" 0.391" 2.822" 11.62 " 3.369" 15.19 " 0.892" 0.347" 0.053" 0.000" 23 24 0.000" 0.000" 0.000" 0.330" 2.192" 7.080" 17.56 " 13.47 " 0.750" 0.294" 0.051" 0.000" 24 25 0.000" 0.000" 0.000" 0.285" 1.790" 5.762" 10.67 " 10.32 " 0.726" 0.225" 0.049" 0.000" 25 26 0.000" 0.000" 0.000" 0.230" 1.909" 3.597" 6.630" 8.221" 1.087" 0.148" 0.048" 0.000" 26 27 0.000" 0.000" 0.000" 0.152" 1.863" 2.532" 8.234" 8.796" 2.672" 0.087" 0.047" 0.000" 27 28 0.000" 0.000" 0.000" 0.141" 1.747" 2.255" 6.161" 20.10 " 10.30 " 0.066" 0.064" 0.000" 28 29 0.000" 0.000" 0.000" 0.120" 4.816" 14.78 " 14.37 " 17.19 " 4.557" 0.062" 0.032" 0.000" 29 30 0.000" 0.000" 0.113" 10.13 " 12.49 " 21.28 " 9.271" 1.971" 0.058" 0.023" 0.000" 30 31 0.000" 0.000" 20.28 " 8.225" 7.079" 0.062" 0.000" 31 Mean 1.820" 0.000" 0.000" 4.756" 5.063" 5.357" 6.837" 42.50 " 6.794" 3.725" 1.226" 0.000" Median 0.000" 0.000" 0.000" 0.130" 1.822" 2.042" 6.161" 17.19 " 2.877" 0.873" 0.052" 0.000" Maximum 41.53 " 0.000" 0.000" 76.52 " 29.93 " 53.43 " 21.28 " 315.9 " 46.28 " 55.22 " 17.55 " 0.003" Minimum 0.000" 0.000" 0.000" 0.000" 0.298" 0.978" 0.655" 2.789" 0.726" 0.058" 0.004" 0.000" Total 56.42 " 0.000" 0.000" 142.7 " 157.0 " 160.7 " 211.9 "1318 " 203.8 " 115.5 " 36.79 " 0.003" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 6.564" " ... Relative Uncertainty +/-10% Ann. Median 0.637" Annual Total 2402 " Maximum Minimum Daily 315.9 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1977 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 0.000" 0.000" 0.000" 0.000" 0.000" 0.864" 14.44 " 74.38 " 7.386" 14.20 " 13.08 " 0.144" 1 2 0.000" 0.000" 0.000" 0.000" 0.000" 0.727" 20.03 " 91.53 " 5.813" 10.72 " 4.125" 0.111" 2 3 0.000" 0.000" 0.000" 0.000" 0.000" 0.566" 4.654" 38.30 " 4.334" 58.74 " 1.912" 0.081" 3 4 0.000" 0.000" 0.000" 0.000" 0.000" 0.533" 2.052" 26.56 " 3.494" 17.90 " 1.174" 0.072" 4 5 0.000" 0.000" 0.000" 0.000" 0.000" 6.695" 1.582" 13.71 " 3.125" 5.228" 0.722" 0.056" 5 6 0.000" 0.000" 0.000" 0.000" 0.000" 5.378" 1.506" 15.65 " 2.631" 2.394" 0.433" 0.053" 6 7 0.000" 0.000" 0.000" 0.000" 0.000" 1.715" 1.166" 117.4 " 22.46 " 1.902" 0.309" 0.049" 7 8 0.000" 0.000" 0.000" 0.000" 0.000" 1.013" 1.223" 144.8 " 12.22 " 23.50 " 0.237" 0.044" 8 9 0.000" 0.000" 0.000" 0.000" 0.000" 0.866" 3.884" 62.41 " 5.185" 6.997" 0.142" 0.026" 9 10 0.000" 0.000" 0.000" 0.000" 0.000" 9.836" 2.514" 244.1 " 3.349" 6.425" 0.083" 0.000" 10 11 0.000" 0.000" 0.000" 0.000" 0.000" 18.54 " 1.617" 91.05 " 2.290" 17.47 " 0.071" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 0.000" 11.16 " 1.414" 51.33 " 1.944" 82.38 " 0.069" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 0.000" 5.225" 1.288" 48.43 " 1.611" 19.78 " 0.063" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 0.000" 29.95 " 1.088" 30.72 " 1.288" 6.231" 0.062" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 0.000" 17.19 " 0.989" 23.19 " 2.958" 3.327" 0.061" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 51.36 " 52.81 " 0.940" 17.79 " 20.46 " 2.104" 0.062" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 28.78 " 17.40 " 68.09 " 14.88 " 12.40 " 1.214" 0.057" 0.000" 17 18 0.000" 0.000" 0.000" 0.000" 26.69 " 7.046" 24.96 " 64.98 " 5.087" 0.797" 0.052" 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 8.640" 4.495" 8.717" 74.49 " 2.280" 0.450" 0.053" 0.000" 19 20 0.000" 0.000" 0.000" 0.000" 2.000" 3.318" 123.7 " 41.78 " 1.352" 0.353" 0.050" 0.000" 20 21 0.000" 0.000" 0.000" 0.000" 3.449" 2.789" 35.21 " 29.81 " 1.160" 0.258" 0.052" 0.000" 21 22 0.000" 0.000" 0.000" 0.000" 14.85 " 2.541" 25.07 " 23.95 " 4.143" 0.130" 0.047" 0.000" 22 23 0.000" 0.000" 0.000" 0.000" 4.281" 2.231" 12.99 " 15.29 " 2.736" 0.089" 0.983" 0.000" 23 24 0.000" 0.000" 0.000" 0.000" 5.697" 1.930" 8.644" 20.78 " 4.389" 0.072" 16.67 " 0.000" 24 25 0.000" 0.000" 0.000" 0.000" 9.884" 1.666" 6.942" 49.40 " 3.482" 0.071" 2.439" 0.000" 25 26 0.000" 0.000" 0.000" 0.000" 8.890" 29.18 " 5.030" 23.45 " 1.803" 0.067" 1.027" 0.000" 26 27 0.000" 0.000" 0.000" 0.000" 5.588" 8.544" 3.496" 19.80 " 1.564" 5.360" 0.488" 0.000" 27 28 0.000" 0.000" 0.000" 0.000" 2.518" 2.343" 3.105" 16.59 " 4.817" 21.89 " 0.233" 0.000" 28 29 0.000" 0.000" 0.000" 1.933" 1.635" 6.403" 12.49 " 2.744" 5.725" 0.106" 0.000" 29 30 0.000" 0.000" 0.000" 1.478" 11.68 " 17.18 " 17.80 " 10.02 " 63.12 " 0.094" 0.000" 30 31 0.000" 0.000" 1.037" 7.214" 8.850" 58.34 " 0.000" 31 Mean 0.000" 0.000" 0.000" 0.000" 5.712" 8.662" 13.46 " 49.22 " 5.284" 14.10 " 1.499" 0.021" Median 0.000" 0.000" 0.000" 0.000" 1.037" 3.906" 4.654" 29.81 " 3.415" 5.360" 0.124" 0.000" Maximum 0.000" 0.000" 0.000" 0.000" 51.36 " 52.81 " 123.7 " 244.1 " 22.46 " 82.38 " 16.67 " 0.144" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 0.533" 0.940" 8.850" 1.160" 0.067" 0.047" 0.000" Total 0.000" 0.000" 0.000" 0.000" 177.1 " 259.9 " 417.1 "1526 " 158.5 " 437.2 " 44.96 " 0.636" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 8.277" " ... Relative Uncertainty +/-10% Ann. Median 0.106" Annual Total 3021 " Maximum Minimum Daily 244.1 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1978 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 0.000" 0.000" 0.000" 0.000" 0.000" 8.888" 29.79 " 45.42 " 3.743" 356.9 " 0.021" 0.000" 1 2 0.000" 0.000" 0.000" 0.000" 0.000" 5.732" 25.30 " 33.92 " 2.826" 95.79 " 0.055" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 0.000" 3.646" 16.66 " 27.83 " 2.658" 34.90 " 16.80 " 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 0.000" 2.192" 13.50 " 33.27 " 2.517" 21.04 " 3.421" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 0.000" 10.87 " 13.07 " 91.72 " 2.577" 14.25 " 0.569" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 0.000" 10.84 " 20.29 " 41.15 " 1.909" 9.699" 0.275" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 0.000" 3.478" 13.63 " 24.78 " 1.420" 6.753" 0.146" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 0.000" 2.029" 11.45 " 20.15 " 1.285" 4.311" 0.075" 0.000" 8 9 0.000" 0.000" 0.000" 0.000" 0.000" 3.688" 12.32 " 16.60 " 57.54 " 2.682" 0.060" 0.000" 9 10 0.000" 0.000" 0.000" 0.000" 0.000" 3.169" 8.498" 14.91 " 61.50 " 1.708" 0.053" 0.000" 10 11 0.000" 0.000" 0.000" 0.000" 0.000" 2.247" 13.63 " 14.34 " 58.96 " 1.214" 0.050" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 0.000" 2.007" 35.57 " 12.90 " 18.27 " 0.865" 0.034" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 0.000" 1.337" 16.06 " 11.90 " 8.936" 0.650" 0.017" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 0.000" 1.833" 51.63 " 10.02 " 5.835" 0.424" 0.017" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 0.000" 8.438" 79.74 " 8.494" 45.01 " 0.376" 0.004" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 1.205" 3.548" 161.8 " 8.238" 27.44 " 0.322" 0.000" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 0.405" 1.879" 121.1 " 6.895" 10.44 " 0.246" 0.000" 0.000" 17 18 0.000" 0.000" 0.000" 0.000" 0.267" 1.396" 94.92 " 5.393" 6.554" 0.173" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 35.71 " 15.67 " 186.8 " 4.606" 52.99 " 0.094" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 0.000" 32.02 " 20.07 " 431.3 " 5.306" 45.21 " 0.082" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 0.000" 19.98 " 61.88 " 552.0 " 5.368" 16.06 " 0.070" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 0.000" 18.97 " 58.55 " 168.7 " 4.849" 9.725" 0.070" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 0.000" 4.323" 84.01 " 121.8 " 4.594" 25.20 " 0.076" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 0.000" 1.916" 95.92 " 112.7 " 14.47 " 54.26 " 0.076" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 0.000" 1.685" 44.28 " 254.5 " 6.875" 18.85 " 0.066" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 0.000" 1.526" 24.54 " 94.13 " 3.884" 10.03 " 0.066" 0.000" 0.000" 26 27 0.000" 0.000" 0.000" 0.000" 3.962" 68.63 " 72.54 " 2.870" 5.859" 0.056" 0.000" 0.000" 27 28 0.000" 0.000" 0.000" 0.000" 13.96 " 24.61 " 53.43 " 2.906" 3.336" 0.052" 0.000" 0.000" 28 29 0.000" 0.000" 0.000" 7.546" 150.0 " 46.20 " 32.16 " 2.105" 0.047" 0.000" 0.000" 29 30 0.000" 0.000" 0.000" 2.012" 60.89 " 68.75 " 11.48 " 44.73 " 0.048" 0.000" 0.000" 30 31 0.000" 0.000" 1.147" 95.32 " 5.942" 0.032" 0.000" 31 Mean 0.000" 0.000" 0.000" 0.000" 4.730" 26.21 " 96.68 " 17.20 " 20.26 " 17.84 " 0.720" 0.000" Median 0.000" 0.000" 0.000" 0.000" 0.267" 8.663" 53.43 " 11.48 " 9.876" 0.322" 0.002" 0.000" Maximum 0.000" 0.000" 0.000" 0.000" 35.71 " 150.0 " 552.0 " 91.72 " 61.50 " 356.9 " 16.80 " 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 1.337" 8.498" 2.870" 1.285" 0.032" 0.000" 0.000" Total 0.000" 0.000" 0.000" 0.000" 146.6 " 786.3 "2997 " 533.2 " 607.8 " 553.1 " 21.60 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 15.47 " " ... Relative Uncertainty +/-10% Ann. Median 0.017" Annual Total 5646 " Maximum Minimum Daily 552.0 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1979 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 0.000" 0.000" 0.000" 0.000" 0.211" 1.382" 4.674" 8.404" 1.877" 1.173" 0.005" 0.000" 1 2 0.000" 0.000" 0.000" 0.000" 0.241" 12.06 " 4.563" 7.577" 1.820" 18.72 " 0.006" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 0.177" 10.91 " 3.792" 6.303" 1.746" 4.624" 0.007" 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 0.121" 8.812" 2.978" 5.397" 1.575" 2.078" 0.000" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 0.086" 3.625" 4.630" 6.016" 1.200" 1.942" 0.000" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 0.084" 2.313" 24.55 " 7.435" 1.348" 1.530" 0.000" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 0.070" 1.798" 68.13 " 14.84 " 1.844" 1.419" 0.028" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 0.063" 10.43 " 14.08 " 8.404" 2.039" 1.100" 1.915" 0.000" 8 9 0.000" 0.000" 0.000" 0.000" 0.053" 17.62 " 8.524" 6.067" 21.06 " 1.046" 7.272" 0.000" 9 10 0.000" 0.000" 0.000" 0.000" 0.041" 13.41 " 6.556" 5.495" 16.15 " 0.732" 19.44 " 0.000" 10 11 0.000" 0.000" 0.000" 0.000" 0.035" 12.93 " 15.46 " 4.260" 5.048" 0.757" 2.347" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 0.011" 5.370" 19.30 " 3.215" 2.482" 0.957" 1.315" 0.000" 12 13 4.784" 0.000" 0.000" 0.000" 0.004" 3.327" 36.98 " 2.899" 1.836" 0.770" 21.41 " 0.000" 13 14 2.408" 0.000" 0.000" 0.000" 0.000" 3.338" 49.31 " 3.246" 3.252" 0.381" 8.640" 0.000" 14 15 0.455" 0.000" 0.000" 0.000" 0.000" 2.512" 333.9 " 6.513" 3.180" 0.274" 1.775" 0.000" 15 16 0.144" 0.000" 0.000" 0.000" 0.000" 4.901" 55.03 " 14.12 " 1.823" 0.153" 0.700" 0.000" 16 17 0.071" 0.000" 0.000" 0.000" 0.000" 9.842" 36.60 " 15.67 " 1.317" 0.083" 0.377" 0.000" 17 18 0.066" 0.000" 0.000" 0.000" 0.000" 3.916" 26.86 " 19.81 " 0.942" 0.073" 0.269" 0.000" 18 19 0.097" 0.000" 0.000" 0.000" 0.019" 2.307" 34.04 " 43.47 " 0.713" 0.073" 0.117" 0.000" 19 20 0.087" 0.000" 0.000" 0.735" 5.118" 1.944" 46.42 " 12.21 " 2.755" 0.135" 0.075" 0.000" 20 21 0.050" 0.000" 0.000" 0.361" 50.60 " 3.985" 21.22 " 5.850" 36.24 " 3.101" 0.071" 0.000" 21 22 0.025" 0.000" 0.000" 0.150" 9.127" 14.22 " 20.27 " 4.187" 14.38 " 1.341" 0.059" 0.000" 22 23 0.000" 0.000" 0.000" 0.083" 11.50 " 51.66 " 16.98 " 3.067" 4.951" 0.511" 0.056" 0.000" 23 24 0.000" 0.000" 0.000" 0.069" 15.75 " 15.09 " 12.32 " 19.71 " 2.627" 0.221" 0.046" 0.000" 24 25 0.000" 0.000" 0.000" 0.790" 12.54 " 13.50 " 9.469" 28.56 " 7.571" 0.076" 0.033" 0.000" 25 26 0.000" 0.000" 0.000" 0.542" 4.742" 6.617" 8.772" 9.323" 7.547" 0.057" 0.025" 0.000" 26 27 0.000" 0.000" 0.000" 0.349" 3.247" 6.312" 8.346" 4.870" 9.574" 0.050" 0.013" 0.000" 27 28 0.000" 0.000" 0.000" 0.300" 15.49 " 8.726" 9.262" 3.383" 3.244" 0.050" 0.003" 0.000" 28 29 0.000" 0.000" 0.267" 5.296" 24.18 " 63.00 " 2.603" 1.579" 0.041" 0.000" 0.000" 29 30 0.000" 0.000" 0.256" 2.134" 7.307" 18.37 " 2.083" 1.029" 0.032" 0.000" 0.000" 30 31 0.000" 0.000" 1.379" 10.74 " 1.871" 0.008" 0.000" 31 Mean 0.264" 0.000" 0.000" 0.130" 4.456" 9.479" 32.10 " 9.253" 5.425" 1.403" 2.200" 0.000" Median 0.000" 0.000" 0.000" 0.000" 0.121" 6.962" 16.98 " 6.067" 2.261" 0.511" 0.057" 0.000" Maximum 4.784" 0.000" 0.000" 0.790" 50.60 " 51.66 " 333.9 " 43.47 " 36.24 " 18.72 " 21.41 " 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 1.382" 2.978" 1.871" 0.713" 0.008" 0.000" 0.000" Total 8.187" 0.000" 0.000" 3.902" 138.1 " 284.4 " 995.2 " 286.8 " 162.7 " 43.50 " 66.00 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 5.449" " ... Relative Uncertainty +/-10% Ann. Median 0.121" Annual Total 1989 " Maximum Minimum Daily 333.9 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1980 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 0.000" 0.000" 0.038" 0.000" 0.260" 10.15 " 47.99 " 86.34 " 18.60 " 2.755" 0.273" 0.000" 1 2 0.000" 0.000" 0.007" 0.000" 0.159" 38.82 " 32.28 " 31.92 " 14.17 " 2.295" 0.177" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 0.102" 14.09 " 22.64 " 21.33 " 28.56 " 1.398" 0.203" 0.000" 3 4 0.000" 0.000" 0.000" 0.953" 0.158" 18.86 " 19.07 " 17.53 " 20.48 " 4.399" 0.146" 0.000" 4 5 0.000" 0.000" 0.000" 0.448" 13.41 " 28.39 " 15.82 " 41.25 " 10.64 " 4.476" 0.112" 0.000" 5 6 0.000" 0.000" 0.000" 0.160" 24.96 " 8.943" 13.63 " 29.78 " 12.51 " 1.692" 0.100" 0.000" 6 7 0.000" 0.000" 0.000" 0.085" 4.603" 7.668" 11.22 " 16.39 " 12.90 " 0.997" 0.108" 0.000" 7 8 0.000" 0.000" 0.000" 0.075" 2.546" 6.028" 9.570" 14.59 " 14.14 " 0.613" 0.090" 0.000" 8 9 0.000" 0.000" 0.000" 0.068" 6.261" 4.612" 10.27 " 187.6 " 7.037" 0.381" 0.072" 0.000" 9 10 0.000" 0.000" 0.000" 0.075" 3.750" 2.877" 105.8 " 99.60 " 4.828" 0.314" 0.065" 0.000" 10 11 0.000" 60.34 " 0.000" 0.070" 1.604" 2.529" 99.78 " 37.14 " 3.444" 0.250" 0.061" 0.000" 11 12 0.000" 9.741" 0.000" 0.068" 1.381" 2.373" 102.7 " 24.77 " 2.539" 0.141" 0.059" 0.000" 12 13 0.000" 0.975" 0.000" 0.062" 1.190" 2.410" 47.15 " 19.97 " 2.320" 0.086" 0.058" 0.000" 13 14 0.000" 0.314" 0.000" 0.058" 1.017" 18.94 " 30.87 " 16.15 " 6.652" 0.068" 0.055" 0.000" 14 15 0.000" 0.107" 0.000" 0.051" 0.935" 14.57 " 60.68 " 12.50 " 4.834" 24.67 " 0.055" 0.000" 15 16 0.000" 0.069" 0.000" 0.056" 0.863" 15.52 " 138.5 " 10.66 " 14.38 " 133.3 " 0.065" 0.000" 16 17 0.000" 0.067" 0.000" 1.348" 0.771" 6.293" 42.62 " 84.57 " 8.573" 15.56 " 0.088" 0.000" 17 18 0.000" 0.068" 0.000" 4.223" 0.536" 4.383" 28.54 " 133.9 " 3.637" 5.653" 0.092" 0.000" 18 19 0.000" 0.062" 0.000" 5.491" 0.407" 3.067" 21.09 " 42.53 " 2.544" 2.703" 0.076" 0.000" 19 20 0.000" 0.050" 0.000" 46.08 " 0.374" 2.680" 16.94 " 29.19 " 1.927" 6.081" 0.064" 0.000" 20 21 0.000" 0.029" 0.000" 87.87 " 0.370" 60.46 " 14.48 " 56.80 " 1.510" 76.00 " 0.049" 0.000" 21 22 0.000" 0.015" 0.000" 13.39 " 58.40 " 86.07 " 13.35 " 31.96 " 6.555" 65.05 " 0.025" 0.000" 22 23 0.000" 0.001" 0.000" 4.787" 11.48 " 18.44 " 13.37 " 17.84 " 8.831" 12.38 " 0.004" 0.000" 23 24 0.000" 0.009" 0.000" 2.311" 3.813" 49.53 " 17.41 " 12.68 " 11.73 " 4.365" 0.005" 0.000" 24 25 0.000" 0.047" 0.000" 1.221" 2.439" 81.46 " 48.06 " 9.945" 5.494" 6.094" 0.020" 0.000" 25 26 0.000" 0.057" 0.000" 0.902" 1.842" 24.79 " 79.47 " 74.18 " 2.284" 8.541" 0.044" 0.000" 26 27 0.000" 0.070" 0.000" 0.764" 2.826" 11.76 " 83.27 " 33.46 " 1.580" 3.618" 0.023" 0.000" 27 28 0.000" 0.068" 0.000" 0.568" 79.70 " 8.580" 29.09 " 26.06 " 1.554" 1.971" 0.002" 0.000" 28 29 0.000" 0.057" 0.000" 0.388" 29.21 " 132.3 " 17.59 " 42.07 " 4.540" 1.176" 0.000" 0.000" 29 30 0.000" 0.000" 0.326" 25.18 " 172.0 " 16.57 " 70.75 " 3.032" 0.720" 0.000" 0.000" 30 31 0.000" 0.000" 15.23 " 110.9 " 24.10 " 0.360" 11.02 " 31 Mean 0.000" 2.488" 0.001" 5.730" 9.541" 28.62 " 42.60 " 43.79 " 8.061" 12.52 " 0.073" 0.355" Median 0.000" 0.047" 0.000" 0.357" 1.842" 12.92 " 28.54 " 29.78 " 6.025" 2.703" 0.062" 0.000" Maximum 0.000" 60.34 " 0.038" 87.87 " 79.70 " 172.0 " 138.5 " 187.6 " 28.56 " 133.3 " 0.273" 11.02 " Minimum 0.000" 0.000" 0.000" 0.000" 0.102" 2.373" 9.570" 9.945" 1.510" 0.068" 0.000" 0.000" Total 0.000" 72.15 " 0.045" 171.9 " 295.8 " 858.6 "1321 "1358 " 241.8 " 388.1 " 2.193" 11.02 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 12.90 " " ... Relative Uncertainty +/-10% Ann. Median 0.742" Annual Total 4720 " Maximum Minimum Daily 187.6 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1981 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 1.452" 0.000# 0.000# 0.000# 0.000" 10.19 " 17.78 " 59.93 " 16.07 # 22.69 " 0.018" 0.789" 1 2 0.315" 0.000# 0.000# 0.000# 0.000" 65.11 " 12.79 " 55.11 " 16.38 # 14.05 " 0.011" 0.403" 2 3 0.101" 0.000# 0.000# 0.169# 0.000" 23.42 " 10.62 " 76.27 " 17.12 # 4.177" 0.005" 0.199" 3 4 0.081" 0.000# 0.000# 5.990# 0.000" 9.771" 11.83 " 89.19 " 19.38 # 1.980" 0.002" 0.133" 4 5 0.056" 0.000# 0.000# 0.063# 0.000" 6.785" 11.24 " 68.20 " 20.07 # 1.166" 0.001" 0.085" 5 6 0.046" 0.000# 0.397# 0.000# 0.000" 9.658" 8.706" 59.75 " 19.98 # 1.224" 0.000" 0.064" 6 7 0.018" 0.000# 0.002# 0.009# 0.000" 86.76 " 7.247" 133.4 " 48.71 # 0.866" 0.007" 0.046" 7 8 0.000" 0.000# 0.000# 2.307# 0.000" 156.1 " 7.134" 64.06 " 43.55 # 0.757" 0.007" 0.032" 8 9 0.000" 0.000# 0.000# 0.057# 0.000" 38.38 " 6.852" 54.75 " 33.49 # 0.613" 0.002" 0.029" 9 10 0.000" 0.000# 0.000# 0.111# 0.000" 18.94 " 5.728" 208.2 " 28.56 # 0.437" 0.000" 0.034" 10 11 0.000" 0.000# 0.000# 0.254# 0.000" 21.59 " 6.040" 176.3 " 25.05 # 0.358" 721.9 " 0.027" 11 12 0.000" 0.000# 0.000# 0.017# 0.000" 132.3 " 10.95 " 87.15 " 24.73 # 0.299" 820.5 " 0.021" 12 13 0.000" 0.000# 0.000# 0.000# 0.000" 34.26 " 6.862" 56.75 " 25.13 # 0.191" 41.17 " 0.014" 13 14 0.000" 0.000# 0.000# 0.000# 0.000" 20.81 " 5.350" 205.0 " 25.54 # 0.093" 12.49 " 0.011" 14 15 0.000" 0.000# 0.000# 0.000# 1.656" 17.59 " 4.970" 231.0 " 25.94 # 0.078" 5.052" 0.013" 15 16 0.000" 0.000# 0.000# 0.000# 0.865" 26.96 " 5.112" 97.93 " 31.82 # 0.071" 2.989" 0.008" 16 17 0.000" 0.000# 0.000# 0.000# 0.415" 19.57 " 115.3 " 71.01 " 34.43 # 0.069" 2.150" 0.004" 17 18 0.000" 0.248# 0.000# 0.000# 0.326" 14.18 " 35.55 " 61.49 " 11.73 " 0.062" 1.313" 0.001" 18 19 0.000" 0.000# 0.000# 0.000# 0.256" 15.44 " 19.03 " 109.5 " 7.106# 0.053" 0.783" 0.001" 19 20 0.000" 0.000# 0.000# 0.000# 0.189" 38.39 " 11.45 " 95.74 " 12.78 # 0.045" 0.542" 0.000" 20 21 0.000" 0.000# 0.000# 0.000# 2.495" 19.89 " 86.55 " 46.85 " 6.666# 0.022" 0.401" 0.000" 21 22 0.000" 0.000# 0.000# 0.000# 3.242" 10.63 " 373.1 " 38.34 " 5.505# 1.222" 0.303" 0.000" 22 23 0.000" 0.000# 0.000# 0.000# 1.053" 8.818" 163.3 " 52.64 " 3.312# 2.123" 0.236" 0.000" 23 24 0.000" 0.000# 0.000# 0.000# 0.750" 10.15 " 96.78 " 39.66 " 2.544# 1.257" 0.194" 0.000" 24 25 0.000" 0.000# 0.000# 0.000# 44.77 " 21.31 " 155.0 " 71.32 " 2.170# 0.983" 0.286" 0.000" 25 26 0.000" 0.000# 0.000# 0.000# 19.34 " 29.83 " 109.2 " 34.01 " 1.843# 4.554" 21.08 " 0.000" 26 27 0.000" 0.000# 0.000# 0.000# 26.72 " 82.90 " 164.5 " 23.67 " 1.535# 1.707" 7.901" 0.000" 27 28 0.000" 0.000# 0.000# 0.008# 20.60 " 42.29 " 68.22 " 19.29 # 1.339# 0.388" 3.074" 0.000" 28 29 0.000# 0.000# 0.020" 18.12 " 46.67 " 74.37 " 16.49 # 2.795" 0.100" 2.221" 0.000" 29 30 0.000# 0.000# 0.004" 157.6 " 23.62 " 173.0 " 15.37 # 3.853" 0.030" 1.410" 0.000" 30 31 0.000# 0.000# 18.27 " 66.21 " 15.62 # 0.018" 0.000" 31 Mean 0.067# 0.009# 0.013# 0.300# 10.21 " 35.41 " 59.70 " 78.51 # 17.30 # 1.990" 54.87 " 0.062" Median 0.000# 0.000# 0.000# 0.000# 0.256" 21.45 " 12.79 " 61.49 # 16.75 # 0.437" 0.471" 0.008" Maximum 1.452# 0.248# 0.397# 5.990# 157.6 " 156.1 " 373.1 " 231.0 # 48.71 # 22.69 " 820.5 " 0.789" Minimum 0.000# 0.000# 0.000# 0.000# 0.000" 6.785" 4.970" 15.37 # 1.339# 0.018" 0.000" 0.000" Total 2.068# 0.248# 0.399# 9.008# 316.6 "1062 "1851 "2434 # 519.1 # 61.69 "1646 " 1.912" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 21.66 # " ... Relative Uncertainty +/-10% Ann. Median 0.254# # ... Relative Uncertainty +/-15% Annual Total 7904 # Maximum Minimum Daily 820.5 # 0.000# Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1982 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 0.000" 10.20 " 0.000" 0.000" 0.000" 1.383" 13.44 " 37.97 " 6.905" 2.774" 0.000" 0.031" 1 2 0.000" 6.451" 0.000" 0.000" 0.160" 1.816" 3.369" 57.09 " 5.927" 2.380" 0.001" 0.021" 2 3 0.000" 4.334" 0.000" 0.000" 0.799" 28.85 " 15.85 " 28.88 " 5.805" 2.643" 0.001" 0.009" 3 4 0.000" 3.387" 0.000" 0.000" 0.495" 6.023" 11.49 " 15.94 " 5.992" 8.074" 0.001" 0.008" 4 5 0.000" 2.577" 0.000" 0.000" 0.377" 2.803" 7.216" 11.66 " 5.421" 29.62 " 0.000" 0.002" 5 6 0.000" 1.535" 0.000" 0.000" 0.361" 2.200" 11.40 " 9.518" 3.724" 11.96 " 0.000" 0.000" 6 7 0.000" 0.789" 0.000" 0.000" 0.341" 1.846" 2.026" 76.16 " 2.893" 4.626" 0.000" 0.000" 7 8 0.000" 0.426" 0.000" 0.000" 0.470" 14.09 " 1.116" 67.24 " 2.761" 2.592" 0.000" 0.000" 8 9 0.000" 0.275" 0.000" 0.000" 1.407" 16.30 " 3.044" 30.16 " 2.478" 1.343" 0.000" 0.000" 9 10 0.000" 0.238" 0.000" 0.000" 0.691" 32.17 " 2.273" 17.78 " 2.123" 0.826" 0.000" 0.000" 10 11 0.000" 0.178" 0.000" 0.000" 0.494" 19.75 " 0.621" 13.97 " 2.205" 1.366" 0.000" 0.000" 11 12 0.000" 0.130" 0.000" 0.000" 0.700" 6.229" 0.117" 13.20 " 2.403" 1.504" 0.000" 0.000" 12 13 0.000" 0.100" 0.000" 0.000" 0.865" 8.181" 0.001" 10.79 " 2.305" 0.856" 0.000" 0.000" 13 14 0.000" 0.097" 0.000" 0.000" 0.626" 11.45 " 0.000" 10.86 " 10.33 " 0.416" 0.000" 0.000" 14 15 0.000" 0.056" 0.000" 0.000" 0.546" 23.49 " 8.349" 8.625" 99.29 " 0.215" 0.000" 0.000" 15 16 0.000" 0.036" 0.000" 0.000" 0.569" 65.86 " 12.25 " 6.411" 51.17 " 0.121" 0.000" 0.000" 16 17 0.000" 0.023" 0.000" 0.000" 0.994" 10.40 " 1.130" 5.517" 13.41 " 0.055" 0.000" 0.000" 17 18 0.000" 0.019" 0.000" 0.000" 1.249" 10.54 " 0.135" 7.582" 11.80 " 0.030" 0.000" 0.000" 18 19 0.000" 0.015" 0.000" 0.000" 0.839" 7.874" 0.192" 29.69 " 7.204" 0.010" 0.000" 0.000" 19 20 25.64 " 0.010" 0.000" 0.000" 0.575" 4.813" 34.16 " 12.19 " 5.989" 0.008" 0.000" 0.000" 20 21 2750 " 0.008" 0.000" 0.000" 0.492" 4.309" 3.714" 7.498" 17.95 " 0.006" 0.000" 0.000" 21 22 2759 " 0.006" 0.000" 0.000" 0.599" 3.644" 6.952" 14.05 " 17.52 " 0.014" 0.000" 0.000" 22 23 544.0 " 0.003" 0.000" 0.000" 1.007" 4.953" 0.491" 239.5 " 25.04 " 0.043" 0.000" 0.000" 23 24 226.3 " 0.002" 0.000" 0.000" 1.705" 12.21 " 0.785" 47.99 " 56.77 " 0.124" 0.000" 0.000" 24 25 129.2 " 0.002" 0.000" 0.000" 2.551" 26.96 " 1.873" 24.38 " 47.40 " 0.044" 0.000" 0.000" 25 26 79.48 " 0.002" 0.000" 0.000" 3.316" 7.862" 1.715" 19.25 " 15.91 " 0.012" 0.000" 0.000" 26 27 58.74 " 0.001" 0.000" 0.000" 10.76 " 4.497" 10.66 " 15.21 " 9.598" 0.015" 3.108" 0.000" 27 28 36.15 " 0.000" 0.000" 0.000" 3.570" 3.888" 4.191" 17.60 " 6.563" 0.019" 1.640" 0.000" 28 29 25.13 " 0.000" 0.000" 3.489" 4.455" 0.494" 28.77 " 4.911" 0.006" 0.269" 0.000" 29 30 19.19 " 0.000" 0.000" 2.814" 2.622" 0.012" 13.37 " 3.686" 0.001" 0.028" 0.000" 30 31 14.49 " 0.000" 1.841" 3.668" 10.04 " 0.000" 0.000" 31 Mean 215.1 " 1.104" 0.000" 0.000" 1.442" 11.72 " 5.249" 29.32 " 15.18 " 2.313" 0.168" 0.002" Median 0.000" 0.076" 0.000" 0.000" 0.700" 7.046" 2.273" 15.21 " 6.278" 0.124" 0.000" 0.000" Maximum 2759 " 10.20 " 0.000" 0.000" 10.76 " 65.86 " 34.16 " 239.5 " 99.29 " 29.62 " 3.108" 0.031" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 1.383" 0.000" 5.517" 2.123" 0.000" 0.000" 0.000" Total 6668 " 30.90 " 0.000" 0.000" 44.70 " 351.5 " 162.7 " 908.9 " 455.5 " 71.71 " 5.048" 0.071" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 23.83 " " ... Relative Uncertainty +/-10% Ann. Median 0.269" Annual Total 8699 " Maximum Minimum Daily 2759 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1983 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 0.000" 0.000" 0.000" 365.4 " 0.000" 148.3 " 106.9 " 54.00 " 372.6 " 5.304" 0.007" 0.002" 1 2 0.000" 0.000" 0.000" 9.604" 0.001" 227.0 " 77.93 " 45.69 " 157.1 " 4.940" 0.000" 0.002" 2 3 0.000" 0.000" 0.000" 2.883" 54.95 " 30.43 " 64.18 " 45.74 " 686.7 " 4.335" 0.000" 0.001" 3 4 0.000" 0.000" 0.000" 1.477" 7.333" 23.89 " 51.16 " 69.27 "1050 " 3.866" 0.025" 0.001" 4 5 0.000" 0.000" 0.000" 1.099" 2.629" 23.65 " 37.49 " 305.3 " 269.8 " 3.190" 0.052" 0.001" 5 6 0.000" 0.000" 0.000" 0.675" 2.899" 23.62 " 32.78 " 78.48 " 368.2 " 2.848" 0.055" 0.000" 6 7 0.000" 0.000" 0.000" 0.591" 3.664" 12.22 " 29.84 " 54.18 " 493.0 " 5.517" 2.512" 0.000" 7 8 0.000" 0.000" 0.000" 0.600" 1.844" 8.111" 77.37 " 39.32 " 143.8 " 4.887" 2.046" 0.000" 8 9 0.000" 0.000" 0.000" 0.706" 1.158" 6.883" 266.2 " 34.42 " 104.5 " 4.205" 0.738" 0.000" 9 10 0.000" 0.000" 0.000" 0.312" 0.983" 6.270" 120.3 " 31.70 " 85.53 " 3.081" 0.422" 0.000" 10 11 0.000" 0.000" 0.000" 0.107" 0.831" 5.108" 54.18 " 31.37 " 84.81 " 2.667" 0.166" 0.000" 11 12 0.000" 0.000" 0.000" 0.017" 2.564" 8.799" 44.31 " 180.6 " 273.3 " 7.952" 0.057" 0.000" 12 13 0.000" 0.000" 0.000" 0.017" 3.786" 8.500" 38.23 " 189.1 " 198.2 " 10.86 " 0.035" 0.000" 13 14 0.000" 0.000" 0.000" 0.013" 2.209" 5.374" 35.64 " 189.2 " 82.34 " 4.797" 0.281" 0.000" 14 15 0.000" 0.000" 0.000" 0.009" 1.629" 4.137" 30.52 " 71.69 " 115.1 " 3.014" 0.304" 0.000" 15 16 0.000" 0.734" 0.000" 0.008" 1.336" 8.740" 25.58 " 49.20 " 100.6 " 3.468" 3.303" 0.000" 16 17 0.000" 0.394" 0.000" 0.008" 1.140" 106.1 " 21.14 " 45.24 " 58.31 " 8.622" 48.75 " 0.000" 17 18 0.000" 0.090" 0.000" 0.008" 1.032" 197.6 " 25.36 " 50.85 " 43.70 " 3.757" 11.41 " 0.000" 18 19 0.000" 0.025" 0.000" 0.007" 0.968" 194.3 " 32.35 " 35.93 " 35.52 " 2.688" 4.106" 0.000" 19 20 0.000" 0.023" 0.000" 0.006" 0.963" 59.57 " 22.63 " 115.7 " 30.39 " 2.423" 2.259" 0.000" 20 21 0.000" 0.013" 0.000" 0.005" 0.990" 40.06 " 39.21 " 60.50 " 27.40 " 2.019" 1.398" 0.000" 21 22 0.000" 0.002" 0.000" 0.002" 0.985" 52.52 " 26.84 " 50.91 " 18.59 " 1.561" 0.761" 0.000" 22 23 0.000" 0.000" 0.000" 0.001" 0.779" 40.43 " 19.21 " 347.1 " 15.85 " 0.994" 0.368" 0.000" 23 24 0.000" 0.000" 0.000" 0.000" 0.746" 24.72 " 390.5 " 381.9 " 16.84 " 0.630" 0.137" 0.000" 24 25 0.000" 0.003" 0.000" 0.000" 0.746" 56.41 " 400.5 " 145.9 " 13.78 " 0.374" 0.037" 0.000" 25 26 0.000" 0.000" 0.000" 0.000" 0.759" 38.81 " 200.2 " 90.85 " 11.80 " 0.220" 0.019" 0.000" 26 27 0.000" 0.000" 0.000" 0.000" 1.202" 66.95 " 100.4 " 200.7 " 10.01 " 0.126" 0.009" 0.000" 27 28 0.000" 0.000" 0.000" 0.000" 2.641" 680.5 " 69.47 " 229.3 " 7.864" 0.074" 0.010" 0.000" 28 29 0.000" 0.000" 0.000" 1.418" 840.7 " 67.28 " 358.3 " 7.789" 0.045" 0.005" 0.000" 29 30 0.000" 0.000" 0.000" 0.995" 169.8 " 173.0 " 212.6 " 6.621" 0.032" 0.003" 0.000" 30 31 0.000" 56.68 " 0.797" 68.43 " 149.4 " 0.023" 0.000" 31 Mean 0.000" 0.046" 1.828" 12.79 " 3.354" 104.0 " 88.68 " 127.2 " 163.0 " 3.178" 2.642" 0.000" Median 0.000" 0.000" 0.000" 0.009" 1.140" 34.62 " 51.16 " 71.69 " 83.58 " 3.014" 0.151" 0.000" Maximum 0.000" 0.734" 56.68 " 365.4 " 54.95 " 840.7 " 400.5 " 381.9 "1050 " 10.86 " 48.75 " 0.002" Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 4.137" 19.21 " 31.37 " 6.621" 0.023" 0.000" 0.000" Total 0.000" 1.286" 56.68 " 383.6 " 104.0 "3120 "2749 "3944 "4890 " 98.52 " 79.27 " 0.008" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 42.26 " " ... Relative Uncertainty +/-10% Ann. Median 0.831" Annual Total 15426 " Maximum Minimum Daily 1050 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1984 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 0.000" 0.000" 0.000" 0.000" 14.94 " 18.43 " 35.83 " 15.37 " 22.15 " 6.942" 2.275" 0.011" 1 2 0.000" 0.000" 0.000" 0.000" 6.328" 17.71 " 24.13 " 99.09 " 18.93 " 6.102" 1.982" 0.006" 2 3 0.000" 0.000" 0.000" 0.000" 3.015" 37.34 " 39.61 " 47.31 " 25.23 " 4.894" 2.675" 0.004" 3 4 0.000" 0.000" 0.000" 0.000" 1.728" 19.22 " 128.2 " 31.06 " 27.73 " 3.961" 1.303" 0.007" 4 5 0.000" 0.000" 0.000" 0.000" 1.099" 83.55 " 96.32 " 25.39 " 157.8 " 4.581" 18.31 " 0.006" 5 6 0.000" 0.000" 0.000" 0.000" 1.799" 71.29 " 61.81 " 53.29 " 46.58 " 3.926" 33.97 " 0.004" 6 7 0.000" 0.000" 0.000" 0.000" 70.52 " 28.62 " 72.66 " 104.1 " 26.80 " 9.240" 10.44 " 0.003" 7 8 0.000" 0.000" 0.000" 0.000" 97.50 " 20.05 " 87.06 " 41.85 " 58.24 " 19.42 " 24.57 " 0.002" 8 9 0.000" 0.000" 0.000" 0.000" 45.10 " 16.57 " 53.32 " 28.58 " 123.2 " 7.504" 28.96 " 0.003" 9 10 0.000" 0.000" 0.000" 0.000" 30.56 " 14.99 " 36.95 " 21.46 " 43.39 " 4.098" 6.426" 0.001" 10 11 0.000" 0.000" 0.000" 0.000" 12.06 " 13.08 " 29.99 " 20.51 " 25.28 " 2.761" 2.701" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 8.141" 43.14 " 32.11 " 18.98 " 19.19 " 1.923" 1.364" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 6.721" 190.2 " 25.27 " 16.26 " 27.58 " 1.411" 0.609" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 5.714" 52.37 " 21.72 " 13.99 " 356.6 " 1.106" 0.230" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 8.184" 48.00 " 41.45 " 86.98 " 115.0 " 0.906" 0.089" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 10.19 " 29.93 " 60.80 " 48.83 " 60.26 " 0.680" 7.139" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 54.51 " 23.88 " 29.67 " 24.52 " 42.21 " 0.525" 19.20 " 0.000" 17 18 0.000" 0.000" 0.000" 0.441" 33.25 " 20.11 " 21.53 " 18.86 " 30.88 " 0.369" 9.821" 0.000" 18 19 0.000" 0.000" 0.000" 0.765" 56.06 " 17.87 " 17.96 " 27.86 " 22.97 " 0.211" 3.395" 0.000" 19 20 0.000" 0.000" 0.000" 0.407" 47.44 " 93.47 " 18.94 " 20.20 " 17.73 " 0.081" 1.246" 0.000" 20 21 0.000" 0.000" 0.000" 0.384" 32.28 " 482.5 " 16.10 " 40.36 " 13.85 " 0.050" 0.443" 0.000" 21 22 0.000" 0.000" 0.000" 0.838" 13.32 " 163.1 " 13.73 " 41.20 " 11.19 " 0.036" 0.124" 0.000" 22 23 0.000" 0.000" 0.000" 0.737" 10.62 " 79.36 " 12.47 " 26.25 " 9.165" 0.030" 3.409" 0.000" 23 24 0.000" 0.000" 0.000" 0.476" 10.39 " 61.49 " 11.47 " 16.14 " 8.037" 0.019" 8.451" 0.000" 24 25 0.000" 0.000" 0.000" 0.366" 23.89 " 70.41 " 16.31 " 12.79 " 7.233" 0.073" 2.508" 0.000" 25 26 0.000" 0.000" 0.000" 0.399" 76.44 " 48.83 " 81.98 " 12.93 " 7.220" 0.091" 0.915" 0.000" 26 27 0.000" 0.000" 0.000" 0.490" 56.89 " 36.00 " 36.82 " 11.38 " 6.248" 0.053" 0.394" 0.000" 27 28 0.000" 0.000" 0.000" 0.426" 111.5 " 31.12 " 21.42 " 16.22 " 5.994" 0.021" 0.190" 0.000" 28 29 0.000" 0.000" 0.000" 18.77 " 39.04 " 27.79 " 16.70 " 45.63 " 6.592" 0.024" 0.072" 0.000" 29 30 0.000" 0.000" 48.65 " 68.97 " 39.30 " 15.03 " 65.42 " 9.045" 1.226" 0.022" 0.000" 30 31 0.000" 0.000" 25.30 " 14.00 " 21.74 " 4.312" 0.000" 31 Mean 0.000" 0.000" 0.000" 2.438" 31.73 " 63.33 " 38.43 " 34.66 " 45.08 " 2.793" 6.441" 0.002" Median 0.000" 0.000" 0.000" 0.000" 23.89 " 36.67 " 29.67 " 25.39 " 24.10 " 1.106" 2.391" 0.000" Maximum 0.000" 0.000" 0.000" 48.65 " 111.5 " 482.5 " 128.2 " 104.1 " 356.6 " 19.42 " 33.97 " 0.011" Minimum 0.000" 0.000" 0.000" 0.000" 1.099" 13.08 " 11.47 " 11.38 " 5.994" 0.019" 0.022" 0.000" Total 0.000" 0.000" 0.000" 73.15 " 983.5 "1900 "1191 "1075 "1352 " 86.57 " 193.2 " 0.047" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 18.73 " " ... Relative Uncertainty +/-10% Ann. Median 1.764" Annual Total 6855 " Maximum Minimum Daily 482.5 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 1.873" 8.045" 828.3 " 31.14 " 37.69 " 3.162" 0.203" 0.000" 1 2 0.000" 0.000" 0.000" 0.000" 1.345" 6.265" 161.1 " 26.87 " 26.71 " 2.196" 0.064" 0.000" 2 3 0.000" 0.000" 0.000" 0.000" 4.042" 5.183" 101.9 " 169.2 " 23.12 " 2.544" 2.676" 0.000" 3 4 0.000" 0.000" 0.000" 0.000" 5.937" 9.815" 85.18 " 99.42 " 20.43 " 2.292" 2.943" 0.000" 4 5 0.000" 0.000" 0.000" 0.000" 2.587" 25.44 " 57.27 " 138.0 " 17.36 " 1.837" 0.705" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 1.627" 13.65 " 44.39 " 70.66 " 14.09 " 1.680" 0.197" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 1.450" 68.22 " 34.73 " 48.53 " 12.80 " 1.155" 0.057" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 1.335" 34.04 " 31.66 " 42.46 " 25.24 " 0.778" 3.757" 0.000" 8 9 0.000" 0.000" 0.000" 241.9 " 1.231" 18.53 " 31.62 " 194.4 " 29.66 " 0.899" 3.990" 0.000" 9 10 0.000" 0.000" 0.000" 73.16 " 1.230" 12.84 " 28.41 " 90.18 " 18.17 " 0.767" 1.418" 0.000" 10 11 0.000" 0.000" 0.000" 29.60 " 1.259" 12.66 " 71.60 " 59.65 " 13.84 " 0.442" 0.481" 0.000" 11 12 0.000" 0.000" 0.000" 11.19 " 1.421" 20.10 " 39.52 " 65.56 " 10.97 " 5.541" 0.166" 0.000" 12 13 0.000" 0.000" 0.000" 4.702" 1.569" 19.88 " 332.2 " 45.75 " 8.899" 11.81 " 0.031" 0.000" 13 14 0.000" 0.000" 0.000" 2.756" 1.229" 12.33 " 176.9 " 33.55 " 8.398" 5.778" 0.009" 0.000" 14 15 0.000" 0.000" 0.000" 2.077" 0.959" 20.14 " 72.40 " 29.09 " 8.419" 2.961" 0.006" 0.000" 15 16 0.000" 0.000" 0.000" 1.586" 0.859" 60.28 " 50.96 " 22.66 " 7.296" 1.624" 0.004" 0.000" 16 17 0.000" 0.000" 0.000" 1.225" 0.877" 46.60 " 39.66 " 19.29 " 11.71 " 1.014" 0.002" 0.000" 17 18 0.000" 0.000" 0.000" 1.032" 0.956" 15.95 " 47.30 " 111.5 " 20.25 " 0.851" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 0.962" 0.942" 10.96 " 64.39 " 160.0 " 10.39 " 0.628" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 0.887" 1.269" 8.987" 60.76 " 126.9 " 6.780" 0.472" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 0.788" 2.041" 9.120" 35.63 " 52.92 " 10.21 " 0.455" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 0.745" 1.520" 29.46 " 33.12 " 41.22 " 25.49 " 0.343" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 0.694" 1.067" 16.64 " 25.06 " 56.78 " 13.84 " 0.200" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 0.621" 0.759" 25.87 " 152.6 " 126.5 " 8.883" 0.105" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 0.687" 34.77 " 51.56 " 66.57 " 151.1 " 7.123" 0.033" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 1.128" 316.0 " 28.75 " 74.04 " 101.8 " 5.244" 0.013" 0.000" 0.000" 26 27 0.000" 0.000" 0.000" 1.798" 33.30 " 20.73 " 192.3 " 168.7 " 3.416" 0.014" 0.000" 0.000" 27 28 0.000" 0.000" 0.000" 5.322" 19.17 " 18.06 " 104.4 " 59.83 " 2.820" 5.266" 0.000" 0.000" 28 29 0.000" 0.000" 4.283" 12.62 " 432.0 " 55.40 " 43.81 " 3.908" 3.555" 0.000" 0.000" 29 30 0.000" 0.000" 3.365" 8.755" 162.1 " 42.43 " 67.90 " 4.139" 1.282" 0.000" 0.000" 30 31 0.000" 0.000" 6.973" 33.85 " 84.48 " 0.495" 0.000" 31 Mean 0.000" 0.000" 0.000" 13.02 " 15.19 " 40.81 " 102.4 " 81.93 " 13.91 " 1.942" 0.557" 0.000" Median 0.000" 0.000" 0.000" 0.997" 1.450" 19.20 " 57.27 " 65.56 " 11.34 " 1.014" 0.005" 0.000" Maximum 0.000" 0.000" 0.000" 241.9 " 316.0 " 432.0 " 828.3 " 194.4 " 37.69 " 11.81 " 3.990" 0.000" Minimum 0.000" 0.000" 0.000" 0.000" 0.759" 5.183" 25.06 " 19.29 " 2.820" 0.013" 0.000" 0.000" Total 0.000" 0.000" 0.000" 390.5 " 470.9 "1224 "3176 "2540 " 417.3 " 60.19 " 16.71 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 22.73 " " ... Relative Uncertainty +/-10% Ann. Median 1.014" Annual Total 8295 " Maximum Minimum Daily 828.3 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 2.905" 0.270" 0.218" 4.142" 18.38 " 49.11 " 12.32 " 2.776" 0.167" 0.000" 1 2 0.000" 0.000" 1.533" 0.237" 0.182" 3.971" 33.51 " 29.51 " 10.70 " 2.329" 0.116" 0.000" 2 3 0.000" 0.000" 0.698" 0.199" 0.234" 3.404" 26.21 " 21.64 " 18.68 " 2.127" 0.203" 0.000" 3 4 0.000" 0.000" 0.300" 0.198" 0.284" 3.159" 14.76 " 18.55 " 15.99 " 2.076" 1.309" 0.000" 4 5 0.000" 0.000" 0.161" 0.192" 0.422" 3.190" 14.14 " 16.67 " 9.596" 2.219" 0.641" 0.000" 5 6 0.000" 0.000" 0.110" 0.208" 0.744" 3.548" 21.03 " 21.27 " 8.713" 2.618" 0.374" 0.000" 6 7 0.000" 0.000" 0.049" 0.209" 1.712" 3.621" 13.72 " 29.62 " 7.577" 1.927" 0.205" 0.000" 7 8 0.000" 0.000" 0.014" 0.208" 4.179" 3.259" 9.590" 45.60 " 13.77 " 1.658" 2.461" 0.000" 8 9 0.000" 0.000" 0.016" 0.212" 2.255" 3.124" 8.310" 51.71 " 9.520" 1.554" 6.038" 0.000" 9 10 0.000" 0.000" 0.522" 0.194" 1.983" 4.539" 7.312" 22.80 " 36.85 " 1.367" 2.354" 0.000" 10 11 0.000" 0.000" 1.028" 0.158" 2.144" 4.424" 6.811" 28.66 " 89.58 " 1.316" 0.910" 0.000" 11 12 0.000" 0.000" 0.536" 0.174" 2.061" 3.863" 14.06 " 20.41 " 18.35 " 8.469" 0.438" 0.000" 12 13 0.000" 0.000" 0.447" 0.256" 2.850" 3.354" 76.59 " 13.75 " 11.23 " 11.62 " 0.256" 0.000" 13 14 0.000" 0.000" 0.257" 0.537" 7.745" 2.709" 136.5 " 19.02 " 20.53 " 4.173" 0.252" 0.000" 14 15 0.000" 0.000" 0.206" 0.825" 8.370" 7.036" 104.7 " 32.04 " 40.28 " 2.808" 0.177" 0.000" 15 16 0.000" 0.000" 0.170" 0.566" 8.642" 28.46 " 34.19 " 14.68 " 24.51 " 5.580" 0.142" 0.000" 16 17 0.000" 0.000" 0.206" 0.443" 3.575" 26.49 " 28.33 " 67.57 " 24.69 " 16.63 " 0.113" 0.000" 17 18 0.000" 0.000" 0.195" 0.386" 2.747" 11.98 " 25.01 " 64.66 " 40.72 " 7.085" 0.043" 0.000" 18 19 0.000" 0.000" 0.799" 0.360" 21.13 " 6.968" 21.22 " 29.49 " 20.34 " 5.019" 0.021" 0.000" 19 20 0.000" 0.000" 1.981" 0.335" 40.28 " 5.181" 15.67 " 24.79 " 13.81 " 2.957" 0.015" 0.000" 20 21 0.000" 5.582" 1.059" 0.341" 62.10 " 4.113" 30.13 " 35.91 " 10.68 " 1.850" 0.013" 0.000" 21 22 0.000" 126.5 " 0.444" 0.418" 33.52 " 10.01 " 54.73 " 57.14 " 12.07 " 1.136" 0.008" 0.000" 22 23 0.000" 11.30 " 0.314" 0.544" 10.01 " 33.43 " 48.42 " 22.17 " 12.89 " 0.782" 0.004" 0.000" 23 24 0.000" 3.441" 0.263" 0.671" 7.141" 23.92 " 27.88 " 38.36 " 7.628" 0.627" 0.002" 0.000" 24 25 0.000" 1.523" 0.216" 0.615" 25.85 " 142.4 " 19.35 " 41.01 " 6.739" 0.488" 0.002" 0.000" 25 26 0.000" 30.36 " 0.168" 0.501" 24.60 " 65.83 " 14.66 " 22.48 " 6.781" 0.353" 0.001" 0.000" 26 27 0.000" 42.28 " 0.131" 0.449" 10.78 " 41.91 " 11.67 " 28.56 " 4.967" 0.401" 0.000" 0.000" 27 28 0.000" 7.282" 0.124" 0.370" 6.996" 121.1 " 10.09 " 39.68 " 3.781" 0.343" 0.000" 0.000" 28 29 0.000" 0.161" 0.282" 5.541" 40.61 " 9.315" 18.61 " 3.198" 0.302" 0.000" 0.000" 29 30 0.000" 0.392" 0.241" 4.818" 28.20 " 200.1 " 17.77 " 2.965" 0.348" 0.000" 0.000" 30 31 0.000" 0.264" 4.260" 115.7 " 15.43 " 0.239" 0.000" 31 Mean 0.000" 8.154" 0.505" 0.353" 9.915" 21.60 " 37.81 " 30.93 " 17.32 " 3.006" 0.542" 0.000" Median 0.000" 0.000" 0.263" 0.308" 4.260" 4.860" 21.03 " 28.56 " 12.20 " 1.927" 0.129" 0.000" Maximum 0.000" 126.5 " 2.905" 0.825" 62.10 " 142.4 " 200.1 " 67.57 " 89.58 " 16.63 " 6.038" 0.000" Minimum 0.000" 0.000" 0.014" 0.158" 0.182" 2.709" 6.811" 13.75 " 2.965" 0.239" 0.000" 0.000" Total 0.000" 228.3 " 15.67 " 10.60 " 307.4 " 647.9 "1172 " 958.7 " 519.5 " 93.18 " 16.26 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.88 " " ... Relative Uncertainty +/-10% Ann. Median 1.309" Annual Total 3970 " Maximum Minimum Daily 200.1 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 43.86 " 0.960" 5.597" 31.35 " 5.275" 1.332" 4.427" 1.228" 1 2 0.000" 0.000" 0.000" 0.000" 28.14 " 0.990" 9.130" 18.83 " 4.911" 0.997" 2.871" 0.306" 2 3 0.000" 0.000" 0.000" 0.000" 17.87 " 0.978" 44.71 " 13.04 " 4.145" 2.590" 2.069" 0.108" 3 4 0.000" 0.000" 0.000" 0.000" 14.06 " 1.017" 31.46 " 10.09 " 3.689" 4.833" 0.659" 0.013" 4 5 0.000" 0.000" 0.000" 0.000" 12.02 " 2.872" 9.887" 8.694" 3.444" 2.410" 0.254" 0.008" 5 6 0.000" 0.000" 0.000" 0.022" 10.11 " 11.61 " 6.437" 7.492" 2.888" 1.323" 0.153" 1.066" 6 7 0.000" 0.000" 0.000" 1.217" 9.078" 19.35 " 8.775" 6.453" 2.317" 0.780" 0.062" 5.664" 7 8 0.000" 0.000" 0.000" 32.38 " 9.174" 7.256" 103.3 " 5.538" 2.033" 0.611" 0.013" 1.283" 8 9 0.000" 0.000" 0.000" 172.1 " 22.88 " 20.17 " 18.10 " 4.791" 1.832" 0.440" 0.006" 0.332" 9 10 0.000" 0.000" 0.000" 66.25 " 40.10 " 10.48 " 9.994" 4.524" 1.758" 0.279" 0.007" 0.076" 10 11 0.000" 0.000" 0.000" 47.48 " 21.14 " 5.038" 8.107" 4.312" 1.623" 0.136" 0.008" 0.027" 11 12 0.000" 0.000" 0.000" 41.94 " 12.48 " 4.081" 8.737" 60.76 " 1.338" 0.188" 0.317" 0.013" 12 13 0.000" 0.000" 0.000" 34.43 " 8.902" 3.579" 9.835" 63.04 " 1.046" 0.718" 0.048" 0.007" 13 14 0.000" 0.000" 0.000" 30.44 " 8.330" 3.182" 7.306" 16.59 " 0.879" 2.248" 0.124" 0.003" 14 15 0.000" 0.000" 0.000" 27.65 " 7.594" 7.240" 5.955" 11.13 " 0.730" 3.397" 4.423" 0.007" 15 16 0.000" 0.000" 0.000" 25.90 " 5.928" 11.93 " 7.088" 9.256" 0.566" 1.543" 0.357" 0.002" 16 17 0.000" 0.000" 0.000" 24.67 " 5.233" 25.43 " 6.192" 7.977" 0.473" 1.123" 0.196" 0.000" 17 18 0.000" 0.000" 0.000" 23.96 " 4.659" 24.06 " 4.993" 6.646" 0.416" 0.600" 0.334" 0.000" 18 19 0.000" 0.000" 0.000" 22.01 " 4.081" 43.52 " 4.040" 5.217" 0.446" 0.315" 0.133" 0.002" 19 20 0.000" 0.000" 0.000" 19.59 " 3.505" 16.62 " 3.203" 10.38 " 0.619" 0.225" 0.035" 0.000" 20 21 0.000" 0.000" 0.000" 20.24 " 3.110" 10.99 " 2.832" 22.06 " 0.731" 0.218" 0.033" 0.000" 21 22 0.000" 0.000" 0.000" 21.80 " 2.743" 9.625" 2.911" 10.56 " 0.610" 0.086" 0.018" 0.000" 22 23 0.000" 0.000" 0.000" 21.08 " 2.429" 7.185" 14.32 " 7.095" 12.94 " 0.042" 0.013" 0.000" 23 24 0.000" 0.000" 0.000" 20.43 " 2.286" 6.825" 13.19 " 6.096" 9.151" 0.037" 0.011" 4.489" 24 25 0.000" 0.000" 0.000" 39.24 " 2.123" 11.04 " 5.750" 63.82 " 4.522" 0.062" 0.006" 1.884" 25 26 0.000" 0.000" 0.000" 86.91 " 1.772" 7.063" 4.284" 28.39 " 43.61 " 0.028" 0.005" 0.514" 26 27 0.000" 0.000" 0.000" 38.03 " 1.575" 5.689" 3.565" 11.00 " 15.12 " 0.007" 0.007" 0.140" 27 28 0.000" 0.000" 0.000" 26.06 " 1.397" 7.303" 5.816" 8.100" 5.457" 0.017" 0.014" 0.073" 28 29 0.000" 0.000" 22.13 " 1.147" 10.17 " 180.7 " 6.686" 3.064" 0.013" 1.424" 0.035" 29 30 0.000" 0.000" 19.99 " 0.991" 7.505" 70.71 " 6.382" 2.043" 0.023" 2.467" 0.069" 30 31 0.000" 0.000" 0.954" 98.28 " 5.460" 0.017" 0.085" 31 Mean 0.000" 0.000" 0.000" 29.53 " 9.990" 10.12 " 23.07 " 15.54 " 4.589" 0.859" 0.683" 0.562" Median 0.000" 0.000" 0.000" 23.05 " 5.928" 7.280" 8.107" 8.694" 2.038" 0.315" 0.093" 0.035" Maximum 0.000" 0.000" 0.000" 172.1 " 43.86 " 43.52 " 180.7 " 63.82 " 43.61 " 4.833" 4.427" 5.664" Minimum 0.000" 0.000" 0.000" 0.000" 0.954" 0.960" 2.832" 4.312" 0.416" 0.007" 0.005" 0.000" Total 0.000" 0.000" 0.000" 886.0 " 309.7 " 303.7 " 715.2 " 481.7 " 137.7 " 26.64 " 20.50 " 17.43 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 7.941" " ... Relative Uncertainty +/-10% Ann. Median 1.046" Annual Total 2899 " Maximum Minimum Daily 180.7 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.078" 0.000" 0.000" 0.009" 1.264" 93.75 " 41.07 " 53.76 " 25.97 " 31.28 " 7.142" 0.000" 1 2 0.042" 0.000" 0.000" 0.012" 0.724" 84.32 " 35.09 " 48.80 " 24.04 " 26.14 " 11.20 " 5.082" 2 3 0.026" 0.000" 0.000" 0.007" 0.528" 29.46 " 31.81 " 42.55 " 20.78 " 38.28 " 3.191" 3.756" 3 4 0.011" 0.000" 0.000" 0.001" 0.607" 13.95 " 28.79 " 37.47 " 18.23 " 31.01 " 1.667" 0.877" 4 5 0.002" 0.000" 0.000" 0.001" 1.632" 10.75 " 30.88 " 30.54 " 64.62 " 25.35 " 0.963" 0.210" 5 6 0.001" 0.000" 0.000" 0.000" 1.112" 13.24 " 39.07 " 25.51 " 76.36 " 64.09 " 1.230" 0.032" 6 7 0.000" 0.000" 0.000" 0.000" 0.710" 21.79 " 236.0 " 23.37 " 31.58 " 47.39 " 6.818" 0.008" 7 8 0.000" 0.000" 0.000" 0.000" 0.487" 37.42 " 97.08 " 20.98 " 21.75 " 20.90 " 3.233" 0.006" 8 9 0.000" 0.000" 0.000" 0.000" 0.401" 17.91 " 55.85 " 22.52 " 32.37 " 14.38 " 1.458" 0.002" 9 10 0.000" 0.000" 0.000" 0.000" 0.330" 527.9 $ 41.85 " 58.88 " 18.34 " 10.80 " 0.675" 0.004" 10 11 0.000" 0.000" 0.000" 0.000" 0.312" 86.62 " 35.46 " 51.18 " 13.54 " 8.148" 0.403" 0.001" 11 12 0.000" 0.000" 0.000" 0.000" 77.76 " 74.81 " 54.42 " 361.4 " 12.76 " 6.611" 5.384" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 161.6 " 214.9 " 293.5 " 139.1 " 11.22 " 4.834" 2.435" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 110.1 " 300.9 " 84.01 " 95.18 " 8.859" 3.402" 0.838" 0.000" 14 15 0.000" 0.000" 0.000" 0.000" 21.93 " 156.3 " 128.0 " 326.6 " 17.76 " 2.680" 0.368" 0.000" 15 16 0.000" 0.000" 0.000" 0.000" 9.946" 360.3 $ 59.85 " 209.3 " 11.28 " 2.298" 0.162" 0.000" 16 17 0.000" 0.000" 0.000" 0.000" 6.847" 114.9 " 119.7 " 94.50 " 28.97 " 2.135" 0.086" 0.000" 17 18 0.000" 0.000" 0.000" 0.000" 10.02 " 76.36 " 111.9 " 69.45 " 28.94 " 2.250" 0.026" 0.000" 18 19 0.000" 0.000" 0.000" 0.000" 5.416" 103.3 " 57.35 " 63.77 " 15.94 " 6.740" 0.012" 0.000" 19 20 0.000" 0.000" 0.000" 0.000" 12.33 " 96.49 " 41.64 " 66.92 " 14.81 " 43.36 " 0.007" 0.000" 20 21 0.000" 0.000" 0.000" 0.000" 16.70 " 50.31 " 34.76 " 45.89 " 27.56 " 24.39 " 0.005" 0.000" 21 22 0.000" 0.000" 0.000" 0.000" 7.710" 38.24 " 38.13 " 35.66 " 157.7 " 8.652" 0.004" 0.000" 22 23 0.000" 0.000" 2.206" 0.000" 4.975" 34.98 " 415.9 $ 32.55 " 42.71 " 4.903" 0.002" 0.000" 23 24 0.000" 0.000" 11.36 " 0.000" 4.511" 63.48 "1149 $ 30.20 " 21.16 " 3.038" 0.002" 0.000" 24 25 0.000" 0.000" 0.682" 0.000" 4.486" 549.3 $ 343.2 $ 152.0 " 21.37 " 2.000" 0.001" 0.000" 25 26 0.000" 0.000" 0.222" 0.000" 4.381" 417.9 $ 154.6 " 54.32 " 15.86 " 1.494" 0.001" 0.000" 26 27 0.000" 0.000" 0.090" 1.162" 3.794" 117.4 " 123.4 " 35.09 " 42.03 " 1.338" 0.000" 0.000" 27 28 0.000" 0.000" 0.041" 10.58 " 3.057" 79.23 " 135.8 " 27.91 " 53.05 " 1.052" 0.000" 0.000" 28 29 0.000" 0.000" 0.010" 14.82 " 2.873" 59.98 " 80.87 " 134.8 " 81.16 " 0.705" 0.000" 0.000" 29 30 0.000" 0.004" 4.501" 3.022" 48.40 " 67.33 " 53.22 " 56.26 " 0.521" 0.000" 0.000" 30 31 0.000" 0.002" 9.644" 59.17 " 33.14 " 0.443" 0.000" 31 Mean 0.005" 0.000" 0.471" 1.036" 15.78 " 129.8 $ 136.3 $ 79.89 " 33.90 " 14.21 " 1.577" 0.322" Median 0.000" 0.000" 0.000" 0.000" 4.381" 77.80 $ 59.85 $ 51.18 " 22.89 " 6.611" 0.265" 0.000" Maximum 0.078" 0.000" 11.36 " 14.82 " 161.6 " 549.3 $1149 $ 361.4 " 157.7 " 64.09 " 11.20 " 5.082" Minimum 0.000" 0.000" 0.000" 0.000" 0.312" 10.75 $ 28.79 $ 20.98 " 8.859" 0.443" 0.000" 0.000" Total 0.159" 0.000" 14.62 " 31.09 " 489.1 "3894 $4226 $2477 "1017 " 440.6 " 47.32 " 9.977" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 34.55 $ " ... Relative Uncertainty +/-10% Ann. Median 1.563$ $ ... Relative Uncertainty +/-20% Annual Total 12646 $ Maximum Minimum Daily 1149 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.012" 1.950" 40.82 " 0.995" 24.30 " 27.63 " 37.96 " 62.07 " 15.77 " 1.491" 0.000" 1 2 0.000" 0.008" 0.973" 17.44 " 0.880" 17.78 " 24.69 " 48.59 " 69.57 " 45.03 " 1.117" 0.000" 2 3 0.000" 0.004" 0.549" 14.03 " 0.859" 15.31 " 24.60 " 58.63 " 33.47 " 27.83 " 0.877" 0.000" 3 4 0.000" 0.001" 0.431" 4.492" 0.870" 10.99 " 13.60 " 33.26 " 24.04 " 14.61 " 0.624" 0.000" 4 5 0.000" 0.000" 0.239" 1.870" 0.885" 9.464" 10.51 " 30.32 " 18.98 " 11.49 " 0.412" 0.000" 5 6 0.000" 0.000" 0.169" 1.200" 0.861" 33.20 " 9.977" 31.21 " 19.22 " 15.17 " 0.334" 0.000" 6 7 0.000" 0.000" 0.096" 0.996" 0.721" 18.62 " 14.19 " 23.34 " 41.71 " 17.05 " 0.261" 0.000" 7 8 0.000" 0.000" 0.073" 1.392" 0.623" 11.88 " 19.81 " 20.94 " 34.47 " 11.50 " 0.163" 0.000" 8 9 0.000" 0.000" 0.162" 1.150" 0.651" 7.785" 11.85 " 18.56 " 19.65 " 9.708" 0.169" 0.000" 9 10 0.000" 0.000" 0.641" 0.856" 0.795" 6.950" 10.28 " 15.81 " 13.72 " 6.808" 0.171" 0.000" 10 11 0.000" 0.000" 0.204" 0.643" 1.038" 11.21 " 9.479" 13.18 " 9.995" 5.103" 0.183" 0.000" 11 12 0.000" 0.000" 0.042" 0.500" 0.983" 32.34 " 9.093" 11.50 " 9.105" 3.933" 0.195" 0.000" 12 13 0.000" 0.000" 0.004" 0.481" 0.901" 28.00 " 52.61 " 10.89 " 8.268" 3.868" 0.243" 0.000" 13 14 0.000" 0.000" 0.001" 0.759" 0.847" 62.84 " 107.8 " 11.57 " 7.770" 4.789" 1.881" 0.000" 14 15 0.000" 0.000" 0.001" 0.806" 22.52 " 20.92 " 33.61 " 11.78 " 12.66 " 4.196" 0.660" 0.000" 15 16 0.000" 0.000" 0.001" 0.607" 106.9 " 13.17 " 25.71 " 9.396" 8.486" 2.883" 0.370" 0.000" 16 17 0.000" 0.000" 0.000" 0.517" 18.82 " 10.77 " 17.29 " 52.29 " 13.78 " 24.98 " 0.160" 0.000" 17 18 0.000" 0.000" 0.000" 0.467" 7.826" 9.175" 15.23 " 862.6 $ 27.54 " 51.09 " 0.082" 0.000" 18 19 0.000" 0.000" 0.000" 0.455" 5.222" 8.100" 41.79 " 129.6 " 47.65 " 22.27 " 0.035" 0.000" 19 20 0.000" 0.000" 0.000" 0.463" 63.61 " 7.645" 280.9 " 103.9 " 33.97 " 8.937" 0.016" 0.000" 20 21 0.000" 0.000" 0.000" 0.489" 139.8 " 7.340" 183.6 " 98.90 " 43.03 " 6.594" 0.013" 0.000" 21 22 0.000" 0.000" 0.000" 0.450" 18.51 " 6.944" 77.47 " 50.51 " 21.18 " 4.259" 0.013" 0.000" 22 23 0.000" 0.000" 0.000" 3.926" 33.53 " 6.776" 69.06 " 40.84 " 23.03 " 3.193" 0.006" 0.000" 23 24 0.000" 0.000" 0.000" 12.55 " 23.72 " 5.926" 126.1 " 48.70 " 18.57 " 3.072" 0.004" 0.000" 24 25 0.874" 1.562" 0.000" 3.443" 10.71 " 5.454" 84.98 " 34.31 " 9.885" 6.084" 0.003" 0.000" 25 26 7.288" 18.04 " 0.000" 2.037" 12.24 " 5.377" 54.30 " 26.13 " 7.105" 5.525" 0.002" 0.000" 26 27 1.282" 15.75 " 0.000" 1.819" 122.4 " 5.276" 191.2 " 27.49 " 8.925" 3.592" 0.001" 0.000" 27 28 0.329" 4.270" 0.000" 2.085" 78.90 " 40.87 " 187.3 " 27.79 " 30.56 " 2.806" 0.000" 0.000" 28 29 0.098" 0.000" 1.436" 24.52 " 37.32 " 80.52 " 98.96 " 19.99 " 2.880" 0.000" 0.000" 29 30 0.033" 0.000" 1.191" 27.50 " 112.1 " 56.91 " 128.2 " 13.25 " 2.678" 0.000" 0.000" 30 31 0.021" 0.000" 71.42 " 44.53 " 44.13 " 2.003" 0.000" 31 Mean 0.320" 1.416" 0.179" 3.979" 25.81 " 19.80 " 61.82 " 69.72 $ 23.72 " 11.28 " 0.316" 0.000" Median 0.000" 0.000" 0.001" 1.170" 7.826" 11.10 " 33.61 " 33.26 $ 19.43 " 6.084" 0.166" 0.000" Maximum 7.288" 18.04 " 1.950" 40.82 " 139.8 " 112.1 " 280.9 " 862.6 $ 69.57 " 51.09 " 1.881" 0.000" Minimum 0.000" 0.000" 0.000" 0.450" 0.623" 5.276" 9.093" 9.396$ 7.105" 2.003" 0.000" 0.000" Total 9.926" 39.65 " 5.536" 119.4 " 800.0 " 593.9 "1917 "2161 $ 711.6 " 349.7 " 9.488" 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 18.40 $ " ... Relative Uncertainty +/-10% Ann. Median 2.003$ $ ... Relative Uncertainty +/-20% Annual Total 6717 $ Maximum Minimum Daily 862.6 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.785" 0.000" 0.240" 2.095" 4.636" 5.347" 34.98 " 12.61 " 4.500" 5.014" 0.000" 1 2 0.000" 0.860" 0.000" 0.895" 2.040" 3.887" 4.676" 167.2 " 12.12 " 5.336" 5.780" 0.000" 2 3 0.000" 0.938" 0.000" 1.266" 2.015" 3.362" 4.309" 156.9 " 9.500" 5.172" 3.075" 0.000" 3 4 0.000" 1.021" 0.000" 1.067" 4.472" 2.969" 4.585" 140.1 " 8.214" 5.212" 1.721" 0.000" 4 5 0.000" 1.107" 0.000" 0.681" 3.258" 2.980" 5.154" 65.52 " 7.313" 10.92 " 1.045" 0.000" 5 6 0.000" 1.198" 0.000" 0.429" 1.831" 34.91 " 4.718" 50.57 " 6.593" 5.745" 0.627" 0.038" 6 7 0.001" 1.294" 0.000" 0.301" 1.563" 12.12 " 4.259" 38.74 " 26.28 " 5.249" 0.430" 0.074" 7 8 0.004" 1.394" 0.014" 0.218" 1.722" 99.11 " 4.190" 30.27 " 15.32 " 5.380" 0.290" 0.080" 8 9 0.007" 1.498" 0.007" 0.244" 1.949" 21.68 " 4.297" 27.05 " 22.98 " 26.28 " 0.194" 0.025" 9 10 0.012" 1.607" 0.003" 8.947" 1.737" 56.18 " 29.89 " 85.12 " 26.31 " 45.00 " 0.131" 0.004" 10 11 0.019" 1.720" 0.002" 17.29 " 1.593" 40.41 " 17.08 " 47.16 " 11.03 " 14.28 " 0.080" 0.002" 11 12 0.028" 1.835" 0.001" 4.249" 1.676" 15.54 " 172.1 " 34.71 " 8.630" 8.375" 0.045" 0.001" 12 13 0.039" 1.952" 0.001" 2.136" 27.10 " 33.31 " 118.2 " 39.83 " 7.145" 23.03 " 0.019" 0.002" 13 14 0.052" 2.073" 0.000" 1.467" 147.9 " 36.59 " 75.25 " 27.27 " 5.649" 13.71 " 0.068" 0.002" 14 15 0.067" 1.937" 0.000" 1.092" 22.50 " 15.79 " 253.4 " 20.18 " 8.088" 7.349" 0.130" 0.000" 15 16 0.085" 0.789" 0.000" 0.785" 9.185" 10.15 " 381.8 $ 19.45 " 50.88 " 5.681" 3.522" 0.000" 16 17 0.105" 0.373" 0.000" 0.595" 14.98 " 8.551" 174.3 " 24.73 " 51.66 " 6.684" 2.463" 0.000" 17 18 0.128" 0.254" 0.000" 0.464" 17.37 " 7.422" 79.27 " 83.04 " 51.90 " 4.496" 0.969" 0.000" 18 19 0.154" 0.161" 0.000" 19.25 " 8.130" 6.681" 78.90 " 66.47 " 23.95 " 3.546" 2.111" 0.000" 19 20 0.183" 0.068" 0.000" 24.22 " 5.389" 5.710" 129.8 " 31.51 " 15.19 " 2.925" 1.497" 0.000" 20 21 0.214" 0.028" 0.000" 5.642" 4.439" 5.114" 875.3 $ 22.51 " 10.13 " 2.832" 0.697" 0.000" 21 22 0.249" 0.005" 0.000" 6.300" 3.726" 4.758" 502.6 $ 17.26 " 11.96 " 2.275" 0.406" 0.000" 22 23 0.287" 0.002" 0.000" 7.591" 2.952" 5.607" 378.3 " 15.00 " 22.45 " 1.546" 0.211" 0.000" 23 24 0.328" 0.003" 0.000" 12.84 " 2.661" 5.756" 217.7 " 14.12 " 66.67 " 1.112" 0.091" 0.000" 24 25 0.373" 0.003" 0.255" 4.800" 2.597" 4.858" 182.7 " 12.91 " 23.18 " 0.850" 0.052" 0.000" 25 26 0.421" 0.002" 3.655" 3.748" 3.306" 4.904" 105.1 " 12.47 " 11.46 " 0.734" 0.007" 0.000" 26 27 0.472" 0.001" 1.615" 4.112" 24.23 " 4.628" 81.35 " 25.85 " 8.166" 0.584" 0.003" 0.000" 27 28 0.527" 0.000" 0.704" 3.918" 24.95 " 4.153" 65.94 " 40.79 " 6.388" 0.612" 0.002" 0.000" 28 29 0.586" 0.362" 3.066" 15.38 " 5.183" 64.04 " 21.61 " 5.022" 14.38 " 0.001" 0.000" 29 30 0.648" 0.243" 2.106" 7.241" 6.337" 50.28 " 18.42 " 4.365" 11.42 " 0.001" 0.000" 30 31 0.715" 0.214" 5.547" 42.06 " 13.29 " 4.828" 0.000" 31 Mean 0.184" 0.818" 0.228" 4.666" 12.12 " 15.78 " 132.8 $ 45.32 " 18.37 " 8.066" 1.023" 0.007" Median 0.085" 0.824" 0.000" 2.121" 3.726" 6.046" 75.25 $ 30.27 " 11.71 " 5.249" 0.250" 0.000" Maximum 0.715" 2.073" 3.655" 24.22 " 147.9 " 99.11 " 875.3 $ 167.2 " 66.67 " 45.00 " 5.780" 0.080" Minimum 0.000" 0.000" 0.000" 0.218" 1.563" 2.969" 4.190$ 12.47 " 4.365" 0.584" 0.001" 0.000" Total 5.705" 22.91 " 7.077" 140.0 " 375.6 " 473.3 "4117 $1405 " 551.2 " 250.0 " 30.68 " 0.228" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 20.22 $ " ... Relative Uncertainty +/-10% Ann. Median 2.925$ $ ... Relative Uncertainty +/-20% Annual Total 7379 $ Maximum Minimum Daily 875.3 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1991 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000" 0.000" 0.965" 0.377" 1.290" 16.26 " 43.59 " 303.8 " 22.40 " 6.808" 0.568" 0.004" 1 2 0.000" 0.000" 0.457" 0.305" 1.241" 10.72 " 182.9 " 527.2 $ 18.32 " 4.741" 1.025" 0.002" 2 3 0.000" 0.000" 0.297" 0.206" 1.218" 63.34 " 192.7 " 246.2 " 19.83 " 3.749" 0.820" 0.000" 3 4 0.000" 0.000" 0.135" 0.124" 1.432" 114.6 " 99.07 " 301.8 " 19.32 " 3.971" 1.388" 0.000" 4 5 0.000" 0.000" 0.091" 0.095" 1.919" 37.45 " 89.46 " 166.7 " 15.95 " 6.885" 17.70 " 0.000" 5 6 0.000" 0.000" 0.089" 0.103" 1.554" 22.31 " 75.46 " 105.5 " 24.09 " 4.707" 6.026" 0.000" 6 7 0.000" 0.000" 0.066" 0.147" 1.129" 14.96 " 45.59 " 80.44 " 32.59 " 3.782" 2.326" 0.000" 7 8 0.000" 0.000" 0.089" 0.149" 1.116" 11.77 " 37.54 " 65.23 " 116.5 " 3.331" 1.370" 0.000" 8 9 0.000" 0.000" 0.074" 13.12 " 1.717" 9.950" 44.50 " 57.33 " 86.44 " 2.989" 0.955" 0.000" 9 10 0.000" 0.000" 0.026" 71.15 " 1.448" 26.15 " 40.00 " 48.30 " 31.00 " 2.565" 0.740" 0.000" 10 11 0.000" 0.000" 0.021" 31.10 " 1.317" 25.37 " 28.59 " 42.39 " 21.55 " 2.114" 0.602" 0.000" 11 12 0.000" 0.000" 0.017" 7.742" 1.147" 15.70 " 25.64 " 37.03 " 27.73 " 1.800" 0.544" 0.000" 12 13 0.000" 0.000" 0.011" 4.016" 0.952" 22.68 " 31.11 " 32.31 " 49.63 " 1.510" 5.079" 0.000" 13 14 0.000" 0.000" 0.009" 2.493" 0.931" 127.9 " 24.23 " 29.22 " 84.13 " 1.086" 8.183" 0.000" 14 15 0.000" 0.000" 0.008" 1.739" 6.425" 51.42 " 37.67 " 26.38 " 111.3 " 1.148" 3.954" 0.000" 15 16 0.000" 0.000" 0.005" 1.287" 5.958" 44.54 " 146.4 " 24.52 " 62.07 " 0.916" 3.154" 0.000" 16 17 0.000" 0.000" 0.002" 1.017" 2.682" 52.51 " 226.8 " 26.05 " 33.23 " 0.820" 2.127" 0.000" 17 18 0.000" 0.000" 0.000" 0.845" 2.001" 31.30 " 92.89 " 218.4 " 40.52 " 4.587" 1.616" 0.000" 18 19 0.000" 0.000" 0.000" 0.715" 2.061" 20.99 " 62.48 " 92.45 " 44.46 " 28.84 " 1.050" 0.000" 19 20 0.000" 0.000" 0.000" 0.782" 6.448" 17.12 " 184.3 " 56.88 " 24.82 " 17.27 " 0.511" 0.000" 20 21 0.000" 0.000" 0.000" 1.330" 80.15 " 15.17 " 123.6 " 35.91 " 19.04 " 10.12 " 0.261" 0.000" 21 22 0.000" 0.000" 0.000" 1.197" 36.98 " 86.24 " 84.32 " 36.22 " 15.30 " 4.296" 0.176" 0.000" 22 23 0.000" 0.000" 0.000" 0.958" 14.80 " 115.7 " 77.65 " 30.63 " 11.96 " 2.566" 0.111" 0.000" 23 24 0.000" 0.000" 0.000" 0.799" 8.699" 36.39 " 111.3 " 24.55 " 10.17 " 1.588" 0.068" 0.000" 24 25 0.000" 0.000" 0.000" 0.723" 5.399" 31.44 " 58.98 " 20.58 " 9.173" 1.139" 0.150" 0.000" 25 26 0.000" 35.14 " 0.000" 0.743" 4.343" 31.16 " 127.1 " 99.15 " 8.195" 0.876" 0.102" 18.04 " 26 27 0.000" 14.34 " 0.015" 1.209" 3.906" 162.0 " 93.08 " 64.91 " 6.739" 0.680" 0.063" 5.707" 27 28 0.000" 3.102" 0.135" 1.397" 43.28 " 74.07 " 52.28 " 51.96 " 5.771" 0.634" 0.035" 1.590" 28 29 0.000" 1.534" 1.449" 77.11 " 38.77 " 109.3 " 45.17 " 5.216" 0.641" 0.012" 0.463" 29 30 0.000" 0.846" 1.373" 67.48 " 38.54 " 123.7 " 30.00 " 5.940" 0.592" 0.005" 0.210" 30 31 0.000" 0.513" 25.53 " 90.07 " 24.18 " 0.440" 0.140" 31 Mean 0.000" 1.878" 0.174" 4.956" 13.28 " 45.55 " 89.10 " 95.21 $ 32.78 " 4.103" 2.024" 0.844" Median 0.000" 0.000" 0.017" 0.988" 2.061" 31.37 " 84.32 " 48.30 $ 21.98 " 2.565" 0.780" 0.000" Maximum 0.000" 35.14 " 1.534" 71.15 " 80.15 " 162.0 " 226.8 " 527.2 $ 116.5 " 28.84 " 17.70 " 18.04 " Minimum 0.000" 0.000" 0.000" 0.095" 0.931" 9.950" 24.23 " 20.58 $ 5.216" 0.440" 0.005" 0.000" Total 0.000" 52.58 " 5.403" 148.7 " 411.7 "1367 "2762 "2952 $ 983.3 " 127.2 " 60.72 " 26.16 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 24.37 $ " ... Relative Uncertainty +/-10% Ann. Median 1.554$ $ ... Relative Uncertainty +/-20% Annual Total 8896 $ Maximum Minimum Daily 527.2 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1992 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.123" 0.000" 0.000" 0.473" 1.268" 6.849" 167.8 " 23.24 " 81.03 " 9.397" 0.526" 1.377" 1 2 0.100" 0.000" 0.000" 0.965" 1.339" 5.128" 183.4 " 64.27 " 99.40 " 18.82 " 0.389" 1.156" 2 3 0.037" 0.000" 0.000" 1.218" 1.693" 4.632" 106.8 " 75.24 " 491.8 $ 28.85 " 0.286" 0.702" 3 4 0.011" 0.000" 0.000" 1.007" 18.98 " 4.617" 81.58 " 67.52 " 148.4 " 18.17 " 0.227" 0.399" 4 5 0.006" 0.000" 0.000" 0.765" 17.50 " 4.055" 79.77 " 109.6 " 189.4 " 34.22 " 0.304" 0.245" 5 6 0.003" 0.000" 0.000" 0.561" 20.38 " 3.598" 54.22 " 90.48 " 139.9 " 73.90 " 0.269" 0.157" 6 7 0.001" 0.000" 0.000" 0.450" 10.89 " 3.550" 54.18 " 73.54 " 76.79 " 55.40 " 2.286" 0.088" 7 8 0.000" 0.000" 0.000" 18.56 " 4.827" 3.312" 48.17 " 46.06 " 96.94 " 23.09 " 2.553" 0.315" 8 9 0.000" 0.000" 0.000" 19.56 " 3.440" 3.004" 44.42 " 144.3 " 165.5 " 16.11 " 1.605" 1.355" 9 10 0.000" 43.51 " 0.000" 49.73 " 2.998" 3.433" 92.29 " 142.7 " 76.62 " 13.82 " 0.964" 0.953" 10 11 0.000" 4.477" 0.000" 7.439" 2.876" 45.79 " 51.75 " 131.5 " 56.93 " 12.72 " 0.630" 0.377" 11 12 0.000" 1.493" 0.000" 3.354" 2.724" 70.15 " 43.47 " 63.46 " 47.98 " 12.90 " 0.427" 0.189" 12 13 0.000" 0.910" 0.000" 2.287" 3.512" 31.55 " 253.2 " 54.65 " 40.75 " 11.07 " 0.496" 0.048" 13 14 0.000" 1.364" 0.000" 1.926" 12.93 " 59.90 " 102.8 " 53.87 " 32.76 " 9.197" 2.629" 0.003" 14 15 0.000" 0.608" 0.000" 1.724" 5.403" 72.04 " 58.30 " 76.06 " 30.97 " 7.708" 2.934" 0.013" 15 16 0.000" 0.421" 0.000" 1.342" 3.097" 155.7 " 79.51 " 62.60 " 31.19 " 6.748" 4.714" 0.109" 16 17 0.000" 0.273" 0.899" 1.370" 2.407" 177.2 " 145.5 " 38.07 " 41.95 " 5.522" 3.490" 0.031" 17 18 0.000" 0.220" 5.335" 1.575" 2.210" 72.20 " 64.00 " 38.32 " 36.76 " 4.957" 3.454" 0.023" 18 19 0.000" 0.156" 65.74 " 1.552" 2.338" 39.09 " 74.17 " 40.93 " 25.55 " 4.341" 36.06 " 0.013" 19 20 0.000" 0.110" 25.84 " 1.072" 2.224" 52.68 " 56.41 " 33.15 " 59.81 " 3.544" 26.93 " 0.004" 20 21 0.000" 0.059" 7.082" 0.902" 15.78 " 155.2 " 39.10 " 27.39 " 38.76 " 2.951" 10.55 " 0.000" 21 22 0.000" 0.018" 3.749" 0.858" 15.90 " 44.76 " 33.55 " 26.16 " 65.89 " 2.863" 5.225" 0.000" 22 23 0.000" 0.008" 2.217" 0.842" 48.75 " 31.18 " 28.99 " 24.84 " 47.85 " 2.560" 3.977" 0.000" 23 24 0.000" 0.011" 1.588" 0.819" 64.41 " 100.1 " 27.74 " 28.21 " 26.36 " 2.269" 2.802" 0.000" 24 25 0.000" 0.010" 1.156" 0.783" 22.01 " 64.96 " 41.86 " 85.59 " 20.70 " 2.074" 1.836" 0.000" 25 26 0.000" 0.006" 0.930" 0.777" 10.48 " 91.33 " 50.25 " 106.5 " 17.93 " 1.844" 1.369" 0.000" 26 27 0.000" 0.002" 0.710" 1.084" 8.299" 284.9 $ 47.81 " 143.6 " 15.31 " 1.865" 0.952" 0.000" 27 28 0.000" 0.000" 0.606" 2.426" 10.02 " 569.5 $ 86.45 " 335.2 " 11.84 " 1.668" 0.616" 0.000" 28 29 0.000" 0.000" 0.581" 2.214" 18.19 " 213.9 " 48.11 " 105.2 " 10.70 " 1.322" 0.694" 0.000" 29 30 0.000" 0.558" 1.569" 14.74 " 243.8 " 32.88 " 83.95 " 9.908" 0.978" 1.662" 0.000" 30 31 0.000" 0.503" 10.69 " 27.14 " 155.3 " 0.703" 0.000" 31 Mean 0.009" 1.850" 3.790" 4.307" 11.69 " 87.27 $ 74.37 " 82.30 " 74.52 $ 12.63 " 4.029" 0.244" Median 0.000" 0.010" 0.000" 1.280" 8.299" 49.23 $ 54.22 " 67.52 " 44.90 $ 6.748" 1.633" 0.023" Maximum 0.123" 43.51 " 65.74 " 49.73 " 64.41 " 569.5 $ 253.2 " 335.2 " 491.8 $ 73.90 " 36.06 " 1.377" Minimum 0.000" 0.000" 0.000" 0.450" 1.268" 3.004$ 27.14 " 23.24 " 9.908$ 0.703" 0.227" 0.000" Total 0.279" 53.65 " 117.5 " 129.2 " 362.3 "2618 $2306 "2551 "2236 $ 391.6 " 120.9 " 7.559" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 29.76 $ " ... Relative Uncertainty +/-10% Ann. Median 3.001$ $ ... Relative Uncertainty +/-20% Annual Total 10894 $ Maximum Minimum Daily 569.5 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 4.383" 7.781" 7.844" 41.00 " 42.72 " 23.03 " 53.51 " 2.083" 0.006" 1 2 0.000" 0.000" 0.000" 3.911" 13.57 " 7.898" 152.4 " 32.03 " 19.77 " 71.79 " 1.782" 0.003" 2 3 0.000" 0.000" 0.000" 20.17 " 13.92 " 6.873" 44.79 " 26.33 " 16.06 " 20.47 " 1.320" 0.001" 3 4 0.000" 0.000" 0.000" 9.839" 9.711" 5.745" 43.16 " 152.4 " 101.4 " 13.39 " 0.979" 0.000" 4 5 0.000" 0.000" 0.000" 5.726" 10.36 " 5.254" 29.97 " 80.11 " 38.09 " 9.907" 0.737" 0.000" 5 6 0.000" 141.7 " 0.000" 4.982" 7.574" 4.962" 22.43 " 266.7 " 119.3 " 7.396" 0.581" 0.000" 6 7 0.000" 110.5 " 0.000" 4.525" 5.167" 4.667" 18.64 " 121.4 " 122.5 " 8.278" 0.527" 0.000" 7 8 0.000" 40.02 " 0.000" 3.984" 4.184" 8.799" 16.49 " 125.7 " 91.08 " 8.198" 0.440" 0.000" 8 9 0.000" 53.89 " 0.000" 3.607" 3.855" 25.11 " 20.78 " 106.1 " 37.05 " 5.702" 2.304" 0.000" 9 10 0.000" 38.29 " 0.000" 3.874" 3.751" 14.92 " 41.39 " 54.14 " 25.16 " 4.458" 4.780" 0.000" 10 11 0.000" 23.85 " 0.000" 3.513" 3.462" 9.117" 97.96 " 48.28 " 19.63 " 3.952" 3.639" 0.000" 11 12 0.000" 21.38 " 0.000" 3.625" 3.315" 6.769" 75.52 " 87.36 " 71.86 " 3.670" 2.558" 0.000" 12 13 0.000" 18.79 " 0.000" 3.326" 3.228" 5.428" 34.90 " 51.60 " 65.63 " 3.040" 2.185" 0.000" 13 14 0.000" 14.77 " 0.000" 2.932" 3.070" 4.701" 31.10 " 36.01 " 30.69 " 2.756" 1.374" 0.000" 14 15 0.000" 9.769" 0.000" 2.800" 3.020" 4.864" 35.78 " 38.17 " 34.21 " 2.988" 1.119" 0.000" 15 16 0.000" 5.708" 0.000" 2.695" 3.018" 15.98 " 80.81 " 39.21 " 55.12 " 4.420" 3.105" 0.000" 16 17 0.000" 2.677" 1.905" 2.668" 3.138" 11.73 " 31.13 " 28.36 " 44.34 " 2.952" 4.334" 0.000" 17 18 0.000" 0.696" 9.449" 2.705" 37.68 " 30.70 " 21.35 " 24.47 " 45.50 " 2.370" 3.150" 0.000" 18 19 0.000" 0.015"2092 $ 3.544" 25.02 " 13.71 " 18.06 " 21.67 " 28.75 " 2.175" 1.754" 0.000" 19 20 0.000" 0.000"1211 $ 3.158" 17.10 " 12.90 " 17.16 " 18.86 " 19.40 " 2.135" 1.092" 0.000" 20 21 0.000" 0.000" 83.63 " 2.865" 9.135" 10.38 " 16.82 " 16.92 " 15.14 " 2.262" 0.737" 0.000" 21 22 0.000" 0.000" 37.31 " 2.558" 6.485" 7.698" 96.50 " 15.39 " 11.91 " 2.044" 0.500" 0.000" 22 23 0.000" 0.000" 21.60 " 2.520" 5.768" 6.326" 45.82 " 14.52 " 10.94 " 2.326" 0.294" 0.000" 23 24 0.000" 0.000" 14.93 " 2.281" 5.833" 5.864" 26.73 " 13.57 " 9.614" 2.405" 0.158" 0.000" 24 25 0.000" 0.000" 11.71 " 2.285" 5.946" 27.84 " 23.75 " 51.57 " 8.064" 2.480" 0.067" 0.000" 25 26 0.000" 0.000" 8.979" 2.222" 4.894" 87.61 " 42.97 " 29.28 " 6.972" 2.068" 0.074" 0.000" 26 27 0.000" 0.000" 7.579" 2.067" 5.831" 130.2 " 53.94 " 19.95 " 6.014" 7.071" 0.071" 0.000" 27 28 0.000" 0.000" 6.442" 2.162" 93.12 " 52.72 " 42.22 " 16.75 " 5.291" 6.097" 0.075" 0.000" 28 29 0.000" 5.361" 2.417" 30.05 " 81.98 " 149.2 " 75.50 " 9.114" 3.910" 0.044" 0.000" 29 30 0.000" 5.375" 2.515" 12.55 " 35.24 " 68.46 " 71.94 " 22.72 " 2.910" 0.016" 0.000" 30 31 0.000" 4.998" 8.946" 95.17 " 39.13 " 2.603" 0.000" 31 Mean 0.000" 17.21 " 113.6 $ 3.995" 11.95 " 21.79 " 49.56 " 56.97 " 37.15 " 8.701" 1.396" 0.000" Median 0.000" 0.007" 0.000$ 3.045" 5.946" 8.958" 41.00 " 39.13 " 24.10 " 3.670" 1.036" 0.000" Maximum 0.000" 141.7 "2092 $ 20.17 " 93.12 " 130.2 " 152.4 " 266.7 " 122.5 " 71.79 " 4.780" 0.006" Minimum 0.000" 0.000" 0.000$ 2.067" 3.018" 4.667" 16.49 " 13.57 " 5.291" 2.044" 0.016" 0.000" Total 0.000" 482.0 "3522 $ 119.9 " 370.5 " 653.8 "1536 "1766 "1114 " 269.7 " 41.88 " 0.010" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 27.06 $ " ... Relative Uncertainty +/-10% Ann. Median 4.701$ $ ... Relative Uncertainty +/-20% Annual Total 9877 $ Maximum Minimum Daily 2092 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 0.573" 98.50 " 202.8 " 12.51 " 13.02 " 4.764" 0.168" 0.209" 1 2 0.000" 0.000" 0.000" 0.000" 0.549" 90.88 " 63.96 " 11.30 " 38.55 " 4.595" 0.183" 0.143" 2 3 0.000" 0.000" 0.000" 0.000" 0.469" 28.16 " 95.72 " 33.35 " 27.85 " 5.240" 0.144" 0.104" 3 4 0.000" 0.000" 0.000" 0.000" 0.455" 19.63 " 73.55 " 418.9 $ 15.48 " 4.117" 0.118" 0.047" 4 5 0.000" 0.000" 0.000" 0.000" 0.495" 15.22 " 55.79 " 132.9 " 11.43 " 3.586" 0.073" 0.014" 5 6 0.000" 0.000" 0.000" 0.000" 0.555" 12.17 " 79.71 " 64.48 " 10.60 " 2.421" 0.043" 0.004" 6 7 0.000" 0.000" 0.000" 0.000" 0.545" 14.39 " 43.78 " 46.25 " 11.54 " 2.027" 0.039" 0.001" 7 8 0.000" 0.000" 0.000" 0.000" 0.513" 16.35 " 100.6 " 36.96 " 8.079" 1.643" 0.052" 0.000" 8 9 0.000" 0.000" 0.000" 0.000" 0.502" 12.60 " 108.0 " 57.43 " 6.205" 1.256" 0.007" 0.000" 9 10 0.000" 0.000" 0.000" 0.000" 0.512" 8.405" 68.18 " 116.4 " 65.55 " 1.219" 0.005" 0.000" 10 11 0.000" 0.000" 0.000" 0.000" 0.542" 9.763" 40.82 " 90.75 " 59.03 " 1.235" 0.001" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 0.669" 8.347" 33.92 " 50.35 " 18.21 " 1.124" 0.001" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 0.842" 6.641" 59.05 " 31.32 " 14.19 " 1.486" 0.000" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 1.059" 6.268" 57.85 " 24.97 " 13.96 " 9.375" 0.000" 0.000" 14 15 0.000" 0.000" 0.000" 0.101" 1.034" 5.993" 42.19 " 22.38 " 9.245" 6.835" 0.000" 0.000" 15 16 0.000" 0.000" 0.000" 0.275" 1.252" 5.437" 73.70 " 19.70 " 7.262" 3.590" 0.000" 0.000" 16 17 0.000" 0.000" 0.000" 0.288" 1.108" 5.505" 77.45 " 17.22 " 6.560" 2.282" 0.000" 0.000" 17 18 0.000" 0.000" 0.000" 0.308" 0.963" 6.085" 42.88 " 16.89 " 5.926" 1.544" 0.000" 0.000" 18 19 0.000" 0.000" 0.000" 0.371" 0.947" 36.29 " 32.98 " 15.32 " 5.427" 1.040" 0.000" 0.000" 19 20 0.000" 0.000" 0.000" 0.453" 2.470" 207.0 " 26.72 " 12.99 " 4.971" 0.787" 0.000" 0.000" 20 21 0.000" 0.000" 0.000" 0.572" 6.924" 104.7 " 23.57 " 13.97 " 4.251" 0.672" 0.000" 0.000" 21 22 0.000" 0.000" 0.000" 0.665" 8.736" 50.18 " 48.42 " 24.50 " 3.393" 0.553" 0.000" 0.000" 22 23 0.000" 0.000" 0.000" 0.543" 29.76 " 29.74 " 33.53 " 16.04 " 2.997" 0.494" 0.000" 0.000" 23 24 0.000" 0.000" 0.000" 0.479" 72.64 " 32.47 " 34.98 " 12.83 " 2.778" 0.438" 0.000" 0.000" 24 25 0.000" 0.000" 0.000" 0.497" 39.23 " 24.50 " 22.95 " 10.88 " 2.712" 0.434" 0.000" 0.000" 25 26 0.000" 0.000" 0.000" 0.496" 10.03 " 19.81 " 17.99 " 12.43 " 2.590" 0.409" 1.103" 0.000" 26 27 0.000" 0.000" 0.000" 0.494" 5.860" 74.30 " 16.24 " 25.54 " 2.862" 0.357" 1.172" 0.000" 27 28 0.000" 0.000" 0.000" 0.497" 4.871" 31.05 " 17.71 " 16.98 " 2.713" 0.264" 0.483" 0.000" 28 29 0.000" 0.000" 0.492" 135.1 " 20.59 " 15.06 " 12.24 " 2.903" 0.222" 0.564" 0.000" 29 30 0.000" 0.000" 0.570" 130.1 " 23.01 " 13.07 " 13.42 " 4.626" 0.214" 0.344" 0.000" 30 31 0.000" 0.000" 32.33 " 13.64 " 12.98 " 0.174" 0.000" 31 Mean 0.000" 0.000" 0.000" 0.237" 15.86 " 34.13 " 52.80 " 45.30 $ 12.83 " 2.077" 0.150" 0.017" Median 0.000" 0.000" 0.000" 0.188" 1.034" 19.72 " 42.88 " 19.70 $ 6.911" 1.235" 0.003" 0.000" Maximum 0.000" 0.000" 0.000" 0.665" 135.1 " 207.0 " 202.8 " 418.9 $ 65.55 " 9.375" 1.172" 0.209" Minimum 0.000" 0.000" 0.000" 0.000" 0.455" 5.437" 13.07 " 10.88 $ 2.590" 0.174" 0.000" 0.000" Total 0.000" 0.000" 0.000" 7.100" 491.6 "1024 "1637 "1404 $ 384.9 " 64.40 " 4.499" 0.522" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 13.75 $ " ... Relative Uncertainty +/-10% Ann. Median 0.495$ $ ... Relative Uncertainty +/-20% Annual Total 5018 $ Maximum Minimum Daily 418.9 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 0.560" 3.082" 5.307" 48.03 " 15.00 " 5.973" 4.581" 0.043" 1 2 0.000" 0.000" 0.000" 0.000" 0.512" 3.673" 5.888" 36.87 " 18.66 " 5.052" 4.549" 0.035" 2 3 0.000" 0.000" 0.000" 0.000" 0.433" 3.248" 5.531" 30.25 " 236.9 " 3.959" 3.004" 0.003" 3 4 0.000" 0.000" 0.000" 0.000" 0.398" 2.728" 4.836" 24.41 " 71.83 " 3.558" 1.616" 0.001" 4 5 0.000" 0.000" 0.000" 0.000" 0.434" 3.385" 5.075" 20.74 " 52.46 " 3.304" 0.959" 0.000" 5 6 0.000" 0.000" 0.000" 0.000" 0.447" 26.27 " 26.55 " 18.24 " 204.4 " 3.409" 1.228" 0.000" 6 7 0.000" 0.000" 0.000" 0.000" 0.464" 97.86 " 12.60 " 16.53 " 227.8 " 3.047" 2.126" 0.000" 7 8 0.000" 0.000" 0.000" 0.000" 0.493" 131.8 " 149.0 " 18.58 " 75.93 " 2.622" 2.410" 0.000" 8 9 0.000" 0.000" 0.000" 0.000" 0.628" 41.36 " 162.7 " 180.4 " 69.04 " 2.832" 1.977" 0.000" 9 10 0.000" 0.000" 0.000" 0.000" 2.347" 16.67 " 47.32 " 97.93 " 44.21 " 3.212" 1.044" 0.000" 10 11 0.000" 0.000" 0.000" 0.000" 5.642" 11.52 " 41.21 " 57.63 " 35.17 " 7.010" 0.708" 0.000" 11 12 0.000" 0.000" 0.000" 0.000" 16.24 " 8.711" 96.12 " 81.59 " 47.60 " 5.510" 0.395" 0.000" 12 13 0.000" 0.000" 0.000" 0.000" 6.113" 9.962" 50.36 " 169.8 " 75.01 " 3.124" 0.234" 0.000" 13 14 0.000" 0.000" 0.000" 0.000" 6.203" 9.377" 33.05 " 51.18 " 36.86 " 2.079" 0.165" 0.000" 14 15 0.000" 0.000" 0.000" 0.207" 2.626" 6.498" 28.41 " 37.66 " 28.27 " 1.518" 0.138" 0.000" 15 16 0.000" 0.000" 0.000" 0.468" 1.746" 5.228" 18.72 " 32.29 " 21.56 " 2.061" 0.093" 0.000" 16 17 0.000" 0.000" 0.000" 0.412" 4.552" 4.799" 13.57 " 92.77 " 18.97 " 62.08 " 0.059" 0.000" 17 18 0.000" 0.000" 0.000" 0.352" 8.996" 4.239" 13.06 " 44.13 " 18.51 " 119.3 " 0.039" 0.000" 18 19 0.000" 0.000" 0.000" 0.323" 3.356" 3.809" 73.74 " 44.83 " 22.11 " 24.47 " 0.032" 0.000" 19 20 0.000" 0.000" 0.000" 0.306" 2.080" 7.178" 227.8 " 57.56 " 23.09 " 8.545" 0.022" 0.000" 20 21 0.000" 0.000" 0.000" 0.302" 2.183" 8.857" 101.0 " 36.92 " 15.62 " 5.150" 0.005" 0.000" 21 22 0.000" 0.000" 0.000" 0.321" 17.35 " 7.016" 49.99 " 53.29 " 13.74 " 3.568" 0.002" 0.000" 22 23 0.000" 0.000" 0.000" 0.356" 80.59 " 10.97 " 35.97 " 39.00 " 11.19 " 2.684" 0.001" 0.000" 23 24 0.000" 0.000" 0.000" 0.415" 23.50 " 7.991" 88.19 " 68.57 " 9.612" 2.103" 0.001" 1.521" 24 25 0.000" 0.000" 0.000" 0.387" 7.880" 27.57 " 147.2 " 45.58 " 8.133" 1.552" 0.000" 2.490" 25 26 0.000" 0.000" 0.000" 0.336" 5.005" 16.82 " 64.11 " 53.88 " 6.622" 1.168" 0.000" 1.533" 26 27 0.000" 0.000" 0.000" 0.578" 3.762" 10.46 " 56.16 " 30.61 " 6.097" 0.976" 0.000" 0.790" 27 28 0.000" 0.000" 0.000" 1.129" 8.117" 7.361" 55.71 " 22.13 " 7.849" 0.801" 0.167" 9.070" 28 29 0.000" 0.000" 0.841" 8.575" 5.781" 255.6 " 20.46 " 7.600" 2.099" 0.085" 8.952" 29 30 0.000" 0.000" 0.616" 4.173" 5.696" 113.8 " 19.87 " 5.999" 5.580" 0.072" 2.354" 30 31 0.000" 0.000" 3.167" 61.29 " 16.14 " 5.679" 0.934" 31 Mean 0.000" 0.000" 0.000" 0.245" 7.373" 17.00 " 66.12 " 50.58 " 47.86 " 9.809" 0.857" 0.894" Median 0.000" 0.000" 0.000" 0.255" 3.356" 7.676" 49.99 " 39.00 " 21.83 " 3.304" 0.152" 0.000" Maximum 0.000" 0.000" 0.000" 1.129" 80.59 " 131.8 " 255.6 " 180.4 " 236.9 " 119.3 " 4.581" 9.070" Minimum 0.000" 0.000" 0.000" 0.000" 0.398" 2.728" 4.836" 16.14 " 5.999" 0.801" 0.000" 0.000" Total 0.000" 0.000" 0.000" 7.349" 228.6 " 509.9 "2050 "1568 "1436 " 304.1 " 25.71 " 27.73 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 16.87 " " ... Relative Uncertainty +/-10% Ann. Median 1.533" Annual Total 6157 " Maximum Minimum Daily 255.6 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.428" 0.000" 0.000" 0.000" 0.492" 11.97 " 87.87 " 438.7 " 27.45 " 36.11 " 3.799" 0.295" 1 2 0.212" 0.000" 0.000" 0.000" 0.586" 4.671" 67.43 " 202.7 " 22.12 " 29.56 " 2.978" 0.283" 2 3 0.131" 0.000" 0.000" 0.000" 0.626" 3.569" 239.0 " 148.2 " 24.61 " 24.22 " 2.298" 0.175" 3 4 0.103" 0.000" 0.000" 0.000" 0.927" 2.537" 71.38 " 121.3 " 20.04 " 19.84 " 1.781" 0.104" 4 5 0.015" 0.000" 0.000" 0.000" 1.869" 1.970" 48.68 " 161.0 " 15.66 " 16.39 " 1.340" 0.082" 5 6 0.005" 0.000" 0.000" 0.000" 1.598" 1.771" 39.96 " 105.2 " 41.70 " 13.67 " 1.679" 0.060" 6 7 0.001" 0.000" 0.000" 0.000" 1.161" 1.843" 44.45 " 83.57 " 45.05 " 11.37 " 7.097" 0.052" 7 8 0.000" 0.000" 0.000" 0.000" 2.428" 1.981" 147.3 " 66.93 " 46.52 " 9.372" 4.317" 0.038" 8 9 0.000" 0.000" 0.000" 0.000" 3.277" 2.258" 48.26 " 55.62 " 33.49 " 10.05 " 1.851" 0.019" 9 10 0.000" 0.000" 0.000" 0.000" 3.524" 6.457" 32.33 " 107.2 " 662.9 $ 27.28 " 1.117" 0.003" 10 11 0.000" 0.000" 0.000" 0.000" 2.869" 5.365" 25.58 " 153.1 " 233.9 " 19.81 " 0.683" 0.003" 11 12 0.000" 0.000" 0.000" 0.492" 1.621" 3.822" 22.74 " 105.6 " 89.56 " 11.24 " 0.419" 0.309" 12 13 0.000" 0.000" 0.000" 0.261" 1.243" 4.419" 21.99 " 215.4 " 62.90 " 8.159" 0.276" 0.971" 13 14 0.000" 0.000" 0.000" 0.326" 1.016" 3.510" 20.22 " 86.65 " 110.1 " 7.374" 0.351" 0.406" 14 15 0.000" 0.000" 0.000" 0.266" 1.065" 23.61 " 26.54 " 81.02 " 317.4 " 7.485" 23.14 " 0.163" 15 16 0.000" 0.000" 0.000" 0.300" 1.226" 45.12 " 124.0 " 57.19 " 219.5 " 6.193" 14.82 " 0.091" 16 17 0.000" 0.000" 0.000" 0.348" 1.229" 19.97 " 477.2 $ 46.03 " 123.6 " 5.208" 4.799" 0.059" 17 18 0.000" 0.000" 0.000" 0.412" 1.025" 94.96 " 517.8 $ 39.10 " 251.7 " 4.784" 2.321" 0.023" 18 19 0.000" 0.000" 0.000" 4.267" 0.965" 114.6 " 190.4 " 33.80 " 86.68 " 4.369" 1.408" 0.002" 19 20 0.000" 0.000" 0.000" 6.681" 0.920" 98.49 " 105.7 " 95.77 " 61.01 " 4.276" 0.861" 0.001" 20 21 0.000" 0.000" 0.000" 2.505" 0.953" 175.7 " 192.8 " 102.1 " 57.84 " 64.58 " 0.571" 0.000" 21 22 0.000" 0.000" 0.000" 1.131" 1.049" 57.74 " 305.4 " 49.30 " 214.6 " 96.00 " 0.334" 0.000" 22 23 0.000" 0.000" 0.000" 0.751" 1.283" 33.31 " 366.3 $ 50.36 " 72.64 " 66.43 " 0.158" 0.000" 23 24 0.000" 0.000" 0.000" 0.601" 1.300" 23.34 " 492.4 $ 98.99 " 50.92 " 44.28 " 0.079" 0.000" 24 25 0.000" 0.000" 0.000" 0.648" 1.183" 16.07 " 219.3 " 48.05 " 42.83 " 15.73 " 0.061" 0.000" 25 26 0.000" 0.000" 0.000" 0.695" 1.040" 19.80 " 126.5 " 37.15 " 93.43 " 9.733" 0.076" 0.000" 26 27 0.000" 0.000" 0.000" 0.633" 0.954" 115.2 " 451.2 $ 64.48 " 195.6 " 7.137" 0.062" 0.000" 27 28 0.000" 0.000" 0.000" 0.511" 1.010" 146.7 " 271.1 " 79.81 " 85.34 " 5.414" 0.075" 0.000" 28 29 0.000" 0.000" 0.000" 0.426" 1.037" 54.59 " 167.3 " 42.19 " 62.04 " 4.130" 0.056" 0.000" 29 30 0.000" 0.000" 0.428" 1.150" 216.6 " 257.5 " 33.20 " 44.92 " 4.851" 0.116" 0.000" 30 31 0.000" 0.000" 69.25 " 560.3 $ 38.61 " 5.242" 0.000" 31 Mean 0.029" 0.000" 0.000" 0.723" 3.545" 43.73 " 186.1 $ 98.33 " 113.9 $ 19.36 " 2.631" 0.101" Median 0.000" 0.000" 0.000" 0.337" 1.150" 17.93 " 126.5 $ 81.02 " 62.47 $ 10.05 " 0.989" 0.019" Maximum 0.428" 0.000" 0.000" 6.681" 69.25 " 216.6 " 560.3 $ 438.7 " 662.9 $ 96.00 " 23.14 " 0.971" Minimum 0.000" 0.000" 0.000" 0.000" 0.492" 1.771" 20.22 $ 33.20 " 15.66 $ 4.130" 0.056" 0.000" Total 0.896" 0.000" 0.000" 21.68 " 109.9 "1312 "5769 $3048 "3416 $ 600.3 " 78.93 " 3.141" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 39.23 $ " ... Relative Uncertainty +/-10% Ann. Median 1.204$ $ ... Relative Uncertainty +/-20% Annual Total 14360 $ Maximum Minimum Daily 662.9 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.170" 1.872" 8.357" 45.23 " 6.667" 9.554" 35.55 " 4.605" 0.280" 0.146" 1 2 0.000" 0.000" 0.204" 1.102" 4.683" 33.67 " 6.182" 9.021" 46.00 " 3.976" 0.253" 0.071" 2 3 0.000" 0.000" 0.143" 0.681" 2.365" 61.26 " 19.67 " 9.746" 22.54 " 3.676" 0.217" 0.034" 3 4 0.000" 0.000" 0.123" 0.626" 1.670" 97.15 " 19.70 " 130.5 " 16.63 " 3.074" 0.205" 0.034" 4 5 0.000" 0.000" 0.148" 0.720" 1.458" 44.14 " 14.28 " 66.63 " 19.95 " 2.573" 0.197" 0.055" 5 6 0.000" 0.000" 0.166" 0.546" 1.206" 22.55 " 73.45 " 29.85 " 48.38 " 2.186" 0.167" 0.055" 6 7 0.000" 0.000" 0.127" 0.625" 0.981" 20.13 " 63.08 " 21.76 " 24.06 " 2.060" 0.108" 0.027" 7 8 0.000" 0.000" 0.074" 0.643" 0.862" 38.26 " 24.43 " 21.39 " 17.91 " 2.736" 0.084" 0.010" 8 9 0.000" 0.000" 0.080" 0.554" 0.798" 46.72 " 29.71 " 177.3 " 34.40 " 16.81 " 0.117" 0.007" 9 10 0.000" 0.000" 0.100" 0.584" 0.871" 23.22 " 17.66 " 92.49 " 21.59 " 45.58 " 0.115" 0.003" 10 11 0.000" 0.000" 0.063" 1.227" 1.273" 55.50 " 13.89 " 40.34 " 18.03 " 14.88 " 0.093" 0.001" 11 12 0.000" 0.000" 0.014" 1.184" 3.285" 24.88 " 12.14 " 30.88 " 15.34 " 6.159" 0.272" 0.000" 12 13 0.000" 0.000" 0.004" 0.921" 6.213" 17.10 " 62.21 " 24.32 " 14.63 " 4.110" 0.696" 0.000" 13 14 0.000" 0.000" 0.002" 0.721" 4.354" 13.08 " 44.47 " 41.29 " 12.84 " 3.137" 0.486" 0.000" 14 15 0.000" 0.000" 0.002" 0.694" 3.246" 10.08 " 20.14 " 165.0 " 10.79 " 2.518" 0.307" 0.000" 15 16 0.000" 0.000" 0.031" 0.678" 2.848" 8.960" 16.20 " 83.41 " 9.180" 2.147" 0.225" 0.000" 16 17 0.000" 0.000" 0.254" 0.669" 2.865" 8.404" 13.16 " 40.14 " 8.057" 1.951" 0.152" 0.000" 17 18 0.000" 0.000" 0.273" 0.644" 35.02 " 7.484" 11.42 " 29.94 " 7.290" 1.452" 0.104" 0.000" 18 19 0.000" 0.000" 0.191" 0.604" 20.03 " 18.01 " 10.32 " 25.48 " 8.154" 1.172" 0.102" 0.000" 19 20 0.000" 0.000" 0.144" 0.698" 6.242" 49.90 " 9.491" 20.64 " 7.913" 0.880" 0.131" 0.000" 20 21 0.000" 0.477" 0.092" 0.928" 4.113" 26.33 " 8.679" 17.95 " 6.950" 0.752" 0.355" 0.000" 21 22 0.000" 0.922" 0.054" 0.854" 3.267" 17.01 " 7.969" 17.44 " 6.276" 0.698" 1.275" 0.000" 22 23 0.000" 0.879" 0.047" 0.874" 17.71 " 21.85 " 7.894" 15.64 " 5.468" 0.789" 0.709" 0.000" 23 24 0.000" 1.497" 0.141" 0.782" 15.28 " 13.59 " 11.85 " 13.54 " 8.710" 0.800" 0.373" 0.000" 24 25 0.000" 1.022" 0.262" 0.755" 34.44 " 18.41 " 15.84 " 11.98 " 8.346" 1.166" 0.439" 0.000" 25 26 0.000" 0.770" 0.233" 0.805" 10.54 " 13.02 " 11.27 " 12.41 " 6.326" 0.776" 0.573" 0.000" 26 27 0.000" 0.578" 0.194" 1.560" 5.718" 10.09 " 22.62 " 27.57 " 5.255" 0.578" 0.661" 0.000" 27 28 0.000" 0.276" 1.123" 1.563" 4.528" 9.579" 16.01 " 60.84 " 4.610" 0.535" 0.519" 0.000" 28 29 0.000" 1.887" 1.433" 3.648" 9.260" 19.32 " 36.32 " 4.187" 0.442" 0.491" 0.000" 29 30 0.000" 3.499" 3.383" 10.10 " 7.920" 13.93 " 21.35 " 3.842" 0.316" 0.264" 0.000" 30 31 0.000" 2.764" 45.85 " 10.95 " 15.96 " 0.286" 0.000" 31 Mean 0.000" 0.229" 0.407" 0.964" 8.510" 26.43 " 20.47 " 42.60 " 15.31 " 4.285" 0.332" 0.014" Median 0.000" 0.000" 0.143" 0.738" 4.113" 19.27 " 14.28 " 25.48 " 9.986" 2.060" 0.258" 0.000" Maximum 0.000" 1.497" 3.499" 3.383" 45.85 " 97.15 " 73.45 " 177.3 " 48.38 " 45.58 " 1.275" 0.146" Minimum 0.000" 0.000" 0.002" 0.546" 0.798" 7.484" 6.182" 9.021" 3.842" 0.286" 0.084" 0.000" Total 0.000" 6.422" 12.61 " 28.93 " 263.8 " 792.8 " 634.6 "1321 " 459.2 " 132.8 " 9.969" 0.443" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.03 " " ... Relative Uncertainty +/-10% Ann. Median 1.102" Annual Total 3662 " Maximum Minimum Daily 177.3 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.289" 0.787" 2.874" 13.04 " 84.75 " 161.0 " 56.50 " 1.154" 0.239" 1 2 0.000" 0.000" 0.000" 0.273" 0.770" 2.955" 20.18 " 51.56 " 450.7 " 42.36 " 0.966" 0.841" 2 3 0.000" 0.000" 0.000" 0.246" 0.768" 3.808" 19.76 " 43.86 " 195.7 " 23.38 " 0.811" 0.522" 3 4 0.000" 0.000" 0.000" 0.220" 0.848" 6.560" 178.0 " 26.78 " 128.5 " 16.81 " 0.631" 0.312" 4 5 0.000" 0.000" 0.000" 0.240" 0.988" 38.98 " 79.10 " 95.97 " 81.98 " 15.46 " 0.550" 0.138" 5 6 0.000" 0.000" 0.000" 0.254" 1.029" 10.48 " 169.5 " 61.59 " 65.03 " 14.87 " 0.674" 0.130" 6 7 0.000" 0.000" 0.000" 0.366" 1.004" 5.812" 74.73 " 35.75 " 52.47 " 11.16 " 0.602" 0.139" 7 8 0.000" 0.000" 0.000" 2.931" 1.106" 95.07 " 45.87 " 46.98 " 42.34 " 8.844" 0.416" 0.083" 8 9 0.000" 0.000" 0.000" 2.439" 4.984" 60.23 " 34.64 " 33.46 " 34.26 " 7.637" 0.340" 0.061" 9 10 0.000" 0.000" 3.799" 1.910" 6.021" 285.6 " 27.90 " 48.76 " 31.81 " 36.47 " 0.273" 0.059" 10 11 0.000" 0.000" 5.822" 1.567" 2.926" 103.7 " 25.33 " 58.99 " 27.31 " 20.85 " 0.217" 0.150" 11 12 0.000" 0.000" 2.412" 1.039" 1.977" 28.44 " 21.80 " 37.48 " 33.58 " 16.77 " 0.218" 0.147" 12 13 0.000" 0.000" 1.769" 0.886" 1.821" 34.18 " 18.83 " 30.98 " 67.87 " 15.60 " 0.743" 0.068" 13 14 0.000" 0.000" 1.055" 0.791" 2.080" 21.90 " 17.07 " 23.18 " 32.08 " 13.23 " 1.686" 0.153" 14 15 0.000" 0.000" 0.628" 0.830" 1.896" 13.65 " 13.87 " 19.94 " 26.39 " 9.202" 0.657" 14.61 " 15 16 0.000" 0.000" 0.371" 3.795" 1.721" 11.41 " 12.47 " 19.76 " 22.56 " 10.72 " 0.375" 5.732" 16 17 0.000" 0.000" 0.255" 7.267" 1.572" 61.07 " 14.29 " 25.27 " 25.46 " 35.30 " 0.425" 1.673" 17 18 0.000" 0.000" 0.191" 5.101" 2.872" 87.47 " 88.63 " 127.0 " 24.86 " 24.25 " 20.14 " 0.648" 18 19 0.000" 0.000" 0.132" 3.448" 3.751" 35.97 " 37.55 " 62.78 " 17.98 " 12.36 " 11.13 " 0.272" 19 20 0.000" 0.000" 5.258" 2.869" 3.119" 21.60 " 23.58 " 38.00 " 15.37 " 7.967" 3.873" 0.120" 20 21 0.000" 0.000" 11.29 " 2.440" 11.89 " 14.31 " 125.2 " 28.54 " 125.6 " 6.051" 2.427" 0.081" 21 22 0.000" 0.000" 4.946" 1.853" 11.21 " 11.81 " 79.56 " 21.50 " 67.60 " 4.962" 1.939" 0.049" 22 23 0.000" 0.000" 1.789" 1.579" 4.619" 10.24 " 39.81 " 19.15 " 33.34 " 3.875" 1.483" 0.022" 23 24 0.000" 0.000" 0.995" 1.592" 2.918" 8.762" 29.73 " 101.9 " 29.70 " 3.066" 1.131" 0.016" 24 25 0.000" 0.000" 0.739" 1.327" 2.728" 8.713" 35.39 " 32.66 " 72.80 " 2.535" 0.870" 0.019" 25 26 0.000" 0.000" 0.595" 1.439" 15.46 " 28.76 " 42.88 " 22.40 " 35.14 " 2.036" 0.653" 0.018" 26 27 0.000" 0.000" 0.482" 1.282" 12.36 " 54.61 " 23.04 " 67.13 " 97.11 " 2.745" 0.457" 0.004" 27 28 0.000" 0.000" 0.414" 1.229" 8.137" 42.49 " 19.29 " 82.39 " 37.05 " 3.288" 0.323" 0.000" 28 29 0.000" 0.346" 1.064" 6.894" 19.48 " 17.74 " 597.7 $ 29.16 " 2.880" 0.224" 0.000" 29 30 0.000" 0.291" 0.884" 4.129" 14.32 " 15.07 " 271.5 $ 46.15 " 2.312" 0.161" 0.000" 30 31 0.000" 0.300" 3.157" 54.31 " 133.9 " 1.688" 0.000" 31 Mean 0.000" 0.000" 1.415" 1.715" 4.050" 38.18 " 45.75 " 75.86 $ 70.36 " 14.04 " 1.852" 0.849" Median 0.000" 0.000" 0.371" 1.304" 2.872" 20.54 " 27.90 " 43.86 $ 36.09 " 10.72 " 0.655" 0.120" Maximum 0.000" 0.000" 11.29 " 7.267" 15.46 " 285.6 " 178.0 " 597.7 $ 450.7 " 56.50 " 20.14 " 14.61 " Minimum 0.000" 0.000" 0.000" 0.220" 0.768" 2.874" 12.47 " 19.15 $ 15.37 " 1.688" 0.161" 0.000" Total 0.000" 0.000" 43.88 " 51.45 " 125.5 "1145 "1418 "2352 $2111 " 435.2 " 55.55 " 26.31 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 21.27 $ " ... Relative Uncertainty +/-10% Ann. Median 2.535$ $ ... Relative Uncertainty +/-20% Annual Total 7764 $ Maximum Minimum Daily 597.7 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 1999 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000" 0.000" 0.000" 0.239" 0.391" 4.532" 15.44 " 19.14 " 18.54 " 27.69 " 1.791" 0.000" 1 2 0.000" 0.000" 0.000" 0.200" 0.723" 4.364" 13.30 " 16.81 " 36.62 " 15.79 " 1.478" 0.020" 2 3 0.000" 0.000" 0.000" 0.197" 0.857" 7.112" 11.35 " 14.86 " 196.5 " 10.86 " 1.227" 0.028" 3 4 0.000" 0.000" 0.000" 0.190" 0.811" 7.947" 108.6 " 12.76 " 82.79 " 8.938" 1.046" 0.026" 4 5 0.000" 0.000" 0.000" 0.166" 0.910" 5.014" 92.92 " 11.70 " 50.07 " 8.550" 0.984" 0.025" 5 6 0.000" 0.000" 0.000" 0.173" 4.381" 3.830" 52.76 " 52.10 " 37.41 " 8.920" 0.956" 0.007" 6 7 0.000" 0.000" 0.000" 0.205" 3.727" 3.428" 37.58 " 38.37 " 29.47 " 87.68 " 0.716" 0.001" 7 8 0.000" 0.000" 0.000" 0.239" 2.488" 3.502" 24.44 " 20.78 " 25.38 " 223.6 " 0.572" 0.001" 8 9 0.000" 0.000" 0.000" 0.244" 1.705" 3.697" 20.16 " 21.44 " 20.53 " 81.54 " 0.546" 0.019" 9 10 0.000" 0.000" 0.000" 0.361" 3.684" 3.550" 18.53 " 88.86 " 18.91 " 40.89 " 0.460" 0.003" 10 11 0.000" 0.000" 0.000" 0.384" 4.671" 21.54 " 16.25 " 175.2 " 162.8 " 26.51 " 0.349" 0.000" 11 12 0.000" 0.000" 0.000" 0.262" 3.456" 20.97 " 13.91 " 53.15 " 57.31 " 20.84 " 0.233" 0.001" 12 13 0.000" 0.000" 0.000" 0.186" 6.511" 8.961" 44.39 " 33.91 " 75.71 " 29.66 " 0.212" 0.449" 13 14 0.000" 0.000" 0.000" 0.131" 6.465" 22.64 " 119.7 " 27.19 " 210.9 " 195.5 " 0.230" 0.373" 14 15 0.000" 0.000" 0.000" 0.125" 4.263" 19.06 " 51.20 " 52.60 " 145.7 " 60.97 " 0.288" 0.147" 15 16 0.000" 0.000" 0.000" 0.097" 2.946" 24.96 " 190.1 " 49.23 " 62.89 " 53.25 " 0.432" 0.031" 16 17 0.000" 0.000" 0.000" 0.197" 2.190" 19.06 " 75.16 " 61.38 " 41.59 " 27.94 " 0.742" 0.006" 17 18 0.000" 0.000" 0.000" 0.768" 1.905" 118.6 " 44.36 " 82.62 " 33.21 " 17.00 " 0.479" 0.001" 18 19 0.000" 0.000" 0.262" 0.430" 26.72 " 42.56 " 42.09 " 71.10 " 28.44 " 12.56 " 0.365" 0.030" 19 20 0.000" 0.000" 2.945" 0.338" 29.07 " 25.14 " 31.99 " 36.14 " 26.28 " 9.823" 0.352" 2.784" 20 21 0.000" 0.000" 0.660" 0.312" 12.01 " 14.22 " 25.00 " 26.89 " 28.87 " 7.604" 0.218" 0.904" 21 22 0.000" 0.000" 0.814" 0.302" 6.297" 49.00 " 19.89 " 22.36 " 34.55 " 5.920" 0.136" 0.205" 22 23 0.000" 0.000" 0.919" 0.283" 3.691" 118.4 " 17.17 " 18.88 " 24.38 " 5.265" 0.095" 0.046" 23 24 0.000" 0.000" 0.663" 0.277" 2.677" 28.22 " 15.46 " 109.4 " 16.99 " 5.139" 0.072" 0.003" 24 25 0.000" 0.000" 0.396" 0.268" 3.777" 31.50 " 17.73 " 138.4 " 14.24 " 4.437" 0.040" 0.000" 25 26 0.000" 0.000" 0.291" 0.293" 20.22 " 85.02 " 71.72 " 70.24 " 19.52 " 3.917" 0.023" 0.000" 26 27 0.000" 0.000" 0.228" 0.307" 39.01 " 42.27 " 44.63 " 42.78 " 37.63 " 3.357" 0.006" 0.000" 27 28 0.000" 0.000" 0.184" 0.306" 53.26 " 47.67 " 76.16 " 32.62 " 32.16 " 3.040" 0.001" 0.000" 28 29 0.000" 0.158" 0.319" 15.03 " 34.38 " 54.34 " 38.78 " 20.50 " 2.909" 0.000" 0.000" 29 30 0.000" 0.263" 0.352" 7.130" 19.34 " 31.49 " 31.59 " 21.17 " 2.616" 0.000" 0.000" 30 31 0.000" 0.280" 5.046" 23.46 " 22.33 " 2.198" 0.000" 31 Mean 0.000" 0.000" 0.260" 0.272" 8.904" 28.02 " 45.85 " 48.18 " 53.70 " 32.74 " 0.468" 0.165" Median 0.000" 0.000" 0.000" 0.265" 3.777" 20.16 " 31.99 " 36.14 " 32.68 " 10.86 " 0.350" 0.006" Maximum 0.000" 0.000" 2.945" 0.768" 53.26 " 118.6 " 190.1 " 175.2 " 210.9 " 223.6 " 1.791" 2.784" Minimum 0.000" 0.000" 0.000" 0.097" 0.391" 3.428" 11.35 " 11.70 " 14.24 " 2.198" 0.000" 0.000" Total 0.000" 0.000" 8.061" 8.152" 276.0 " 840.5 "1421 "1494 "1611 "1015 " 14.05 " 5.110" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 18.34 " " ... Relative Uncertainty +/-10% Ann. Median 1.478" Annual Total 6693 " Maximum Minimum Daily 223.6 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 2000 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000" 0.694" 0.000" 0.236" 2.675" 1.440" 130.4 " 63.06 " 78.97 " 5.428" 0.323" 0.023" 1 2 0.000" 0.268" 0.000" 0.261" 2.126" 1.471" 172.3 " 157.6 " 106.0 " 4.780" 0.246" 0.004" 2 3 0.000" 0.149" 0.000" 0.241" 1.765" 1.569" 41.85 " 94.60 " 58.49 " 4.251" 0.229" 0.002" 3 4 0.000" 0.076" 0.000" 0.164" 1.556" 1.631" 206.2 " 53.17 " 42.67 " 3.776" 0.238" 0.000" 4 5 0.000" 0.026" 0.000" 0.140" 1.377" 1.619" 110.1 " 95.60 " 49.84 " 3.469" 0.218" 0.000" 5 6 0.000" 0.002" 0.000" 0.133" 1.191" 1.537" 46.17 " 135.8 " 388.3 $ 2.998" 0.168" 0.000" 6 7 0.000" 0.001" 0.000" 0.199" 1.101" 1.486" 93.72 " 126.2 " 101.0 " 2.891" 0.495" 0.000" 7 8 0.000" 0.000" 0.000" 0.285" 1.185" 1.528" 40.24 " 66.62 " 65.12 " 3.896" 2.746" 0.000" 8 9 0.000" 0.000" 0.000" 0.343" 1.454" 1.538" 29.07 " 49.21 " 44.55 " 3.921" 2.048" 0.000" 9 10 0.000" 0.000" 3.295" 0.339" 1.423" 2.027" 63.34 " 37.04 " 36.16 " 3.240" 2.354" 0.000" 10 11 0.000" 0.000" 0.881" 0.345" 2.458" 3.453" 164.4 " 33.08 " 31.16 " 2.787" 1.542" 0.000" 11 12 0.000" 0.000" 1.447" 0.317" 3.897" 3.855" 50.79 " 28.65 " 30.15 " 3.033" 0.826" 0.000" 12 13 0.000" 0.000" 0.811" 0.325" 3.623" 2.878" 196.4 " 42.23 " 45.70 " 3.108" 0.441" 0.000" 13 14 0.000" 0.000" 0.400" 0.380" 2.663" 99.67 " 126.5 " 33.69 " 40.64 " 3.003" 0.293" 0.000" 14 15 0.384" 0.000" 0.259" 0.542" 2.399" 45.16 " 141.5 " 54.11 " 43.51 " 2.490" 0.221" 0.000" 15 16 1.405" 0.000" 0.214" 0.625" 2.163" 12.22 " 121.7 " 244.0 " 31.56 " 2.004" 0.193" 0.000" 16 17 3.651" 0.000" 0.196" 0.476" 2.006" 7.023" 246.4 " 116.0 " 21.68 " 1.638" 0.156" 0.000" 17 18 1.035" 0.000" 0.151" 0.486" 1.780" 5.773" 464.8 $ 60.94 " 18.53 " 1.388" 0.132" 0.000" 18 19 0.655" 0.000" 0.143" 0.492" 1.468" 23.34 " 145.6 " 47.13 " 17.70 " 1.074" 0.055" 0.000" 19 20 0.456" 0.000" 0.140" 0.483" 1.462" 44.47 " 123.7 " 49.89 " 21.37 " 0.949" 0.020" 0.000" 20 21 0.407" 0.000" 0.505" 0.470" 1.377" 29.17 " 110.8 " 35.05 " 16.65 " 1.012" 0.015" 0.000" 21 22 11.17 " 0.000" 1.639" 0.489" 1.375" 12.56 " 109.8 " 27.49 " 13.64 " 1.037" 0.015" 0.000" 22 23 17.55 " 0.000" 0.636" 0.464" 1.458" 9.731" 96.22 " 25.20 " 11.96 " 0.990" 0.022" 0.000" 23 24 9.922" 0.000" 0.402" 0.417" 1.600" 16.64 " 56.03 " 31.80 " 10.63 " 0.931" 0.023" 0.000" 24 25 4.622" 0.000" 0.326" 0.500" 1.668" 42.54 " 42.35 " 26.32 " 9.336" 0.774" 0.011" 0.000" 25 26 2.045" 0.000" 0.315" 2.618" 1.565" 34.67 " 34.72 " 106.8 " 8.203" 0.589" 0.006" 0.000" 26 27 1.036" 0.000" 0.369" 5.116" 1.404" 14.23 " 30.97 " 52.23 " 9.048" 0.466" 0.126" 0.000" 27 28 0.622" 0.000" 0.340" 11.48 " 1.349" 9.933" 70.42 " 55.15 " 8.959" 0.408" 0.156" 0.000" 28 29 0.345" 0.000" 0.298" 8.689" 1.273" 7.571" 77.97 " 103.0 " 7.284" 0.398" 0.127" 0.000" 29 30 0.278" 0.350" 4.236" 1.159" 6.758" 41.93 " 66.74 " 6.303" 0.384" 0.071" 0.000" 30 31 0.547" 0.231" 1.235" 63.74 " 213.1 " 0.377" 0.000" 31 Mean 1.811" 0.042" 0.431" 1.376" 1.782" 14.92 " 111.3 $ 75.21 " 45.83 $ 2.177" 0.451" 0.001" Median 0.345" 0.000" 0.259" 0.441" 1.468" 6.890" 96.22 $ 54.11 " 30.65 $ 2.004" 0.181" 0.000" Maximum 17.55 " 0.694" 3.295" 11.48 " 3.897" 99.67 " 464.8 $ 244.0 " 388.3 $ 5.428" 2.746" 0.023" Minimum 0.000" 0.000" 0.000" 0.133" 1.101" 1.440" 29.07 $ 25.20 " 6.303$ 0.377" 0.006" 0.000" Total 56.13 " 1.217" 13.35 " 41.29 " 55.24 " 447.5 "3450 $2332 "1375 $ 67.49 " 13.52 " 0.029" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 21.45 $ " ... Relative Uncertainty +/-10% Ann. Median 1.362$ $ ... Relative Uncertainty +/-20% Annual Total 7853 $ Maximum Minimum Daily 464.8 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 2001 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000" 0.000" 0.000" 0.000" 0.952" 8.181" 12.38 " 10.80 " 11.58 " 22.17 " 0.276" 20.70 " 1 2 0.000" 0.000" 0.000" 0.000" 0.797" 7.620" 8.255" 7.823" 10.31 " 11.72 " 0.227" 6.806" 2 3 0.000" 0.000" 0.000" 0.000" 0.766" 5.479" 8.308" 41.48 " 21.00 " 7.828" 0.289" 5.276" 3 4 0.000" 0.000" 0.000" 0.000" 0.734" 4.778" 8.940" 59.60 " 10.78 " 5.635" 0.463" 9.142" 4 5 0.000" 0.000" 0.000" 0.000" 0.733" 4.366" 4.817" 15.13 " 18.49 " 4.142" 0.387" 5.629" 5 6 0.000" 0.000" 0.000" 0.000" 20.56 " 3.641" 3.832" 56.18 " 62.68 " 3.105" 0.307" 3.590" 6 7 0.000" 0.000" 0.000" 0.000" 14.96 " 3.321" 7.217" 30.62 " 31.27 " 2.408" 0.374" 2.369" 7 8 0.000" 0.000" 0.000" 0.141" 9.776" 3.641" 82.97 " 19.30 " 17.04 " 2.381" 0.296" 1.628" 8 9 0.000" 0.000" 0.000" 0.191" 4.401" 4.184" 25.07 " 99.10 " 44.89 " 2.917" 0.172" 0.941" 9 10 0.000" 0.000" 0.000" 0.213" 5.191" 4.463" 9.524" 29.41 " 22.60 " 2.440" 0.095" 0.605" 10 11 0.000" 0.000" 0.000" 0.298" 6.614" 4.193" 6.849" 21.34 " 12.47 " 2.326" 0.049" 0.439" 11 12 0.000" 0.000" 0.000" 0.358" 8.674" 4.284" 10.42 " 20.11 " 13.29 " 2.159" 0.025" 0.329" 12 13 0.000" 0.000" 0.000" 0.319" 11.35 " 3.592" 8.653" 13.62 " 12.76 " 1.750" 0.014" 0.229" 13 14 0.000" 0.000" 0.000" 0.326" 8.079" 2.993" 5.673" 98.02 " 8.712" 1.619" 0.027" 0.155" 14 15 0.000" 0.000" 0.000" 0.417" 3.998" 3.126" 4.799" 76.55 " 8.348" 1.937" 0.266" 0.117" 15 16 0.000" 0.000" 0.000" 0.491" 2.695" 3.901" 4.131" 37.91 " 8.046" 1.994" 0.081" 0.095" 16 17 0.000" 0.000" 0.000" 0.632" 2.236" 4.408" 3.774" 18.48 " 6.187" 1.855" 0.079" 0.066" 17 18 0.000" 0.000" 0.000" 0.523" 2.163" 3.945" 3.540" 14.37 " 5.351" 1.521" 0.103" 0.063" 18 19 0.000" 0.000" 0.000" 0.497" 2.016" 3.059" 3.396" 12.96 " 5.935" 1.276" 19.22 " 0.122" 19 20 0.000" 0.000" 0.000" 0.502" 3.235" 2.618" 3.851" 11.67 " 5.234" 1.242" 10.94 " 0.087" 20 21 0.000" 0.000" 0.000" 0.462" 5.119" 2.452" 12.78 " 9.966" 4.363" 2.862" 3.526" 0.070" 21 22 0.000" 0.000" 0.000" 0.442" 3.505" 2.266" 7.037" 8.559" 44.10 " 4.817" 1.535" 0.068" 22 23 0.000" 0.000" 0.000" 0.426" 2.556" 2.239" 4.724" 48.52 " 26.08 " 3.302" 0.832" 0.033" 23 24 0.000" 0.000" 0.000" 0.413" 4.252" 3.112" 3.946" 79.71 " 9.528" 2.053" 0.808" 0.019" 24 25 0.000" 0.000" 0.000" 0.447" 5.746" 3.107" 3.532" 20.47 " 6.456" 1.327" 0.627" 0.005" 25 26 0.000" 0.000" 0.000" 0.460" 4.000" 2.868" 3.232" 13.18 " 5.310" 0.979" 0.408" 0.001" 26 27 0.000" 0.000" 0.000" 0.524" 3.078" 2.586" 3.424" 10.58 " 4.772" 0.731" 0.265" 0.001" 27 28 0.000" 0.000" 0.000" 0.607" 2.758" 2.365" 8.783" 8.995" 12.93 " 0.612" 0.189" 0.000" 28 29 0.000" 0.000" 0.620" 7.979" 4.295" 9.580" 22.21 " 87.79 " 0.504" 0.106" 0.003" 29 30 0.000" 0.000" 0.601" 30.73 " 9.696" 100.1 " 39.48 " 39.66 " 0.406" 7.471" 0.031" 30 31 0.000" 0.000" 15.44 " 27.52 " 15.05 " 0.338" 0.025" 31 Mean 0.000" 0.000" 0.000" 0.330" 6.293" 4.026" 13.26 " 31.33 " 19.27 " 3.237" 1.648" 1.892" Median 0.000" 0.000" 0.000" 0.415" 4.000" 3.641" 7.037" 20.11 " 12.03 " 2.053" 0.282" 0.117" Maximum 0.000" 0.000" 0.000" 0.632" 30.73 " 9.696" 100.1 " 99.10 " 87.79 " 22.17 " 19.22 " 20.70 " Minimum 0.000" 0.000" 0.000" 0.000" 0.733" 2.239" 3.232" 7.823" 4.363" 0.338" 0.014" 0.000" Total 0.000" 0.000" 0.000" 9.911" 195.1 " 120.8 " 411.1 " 971.2 " 578.0 " 100.4 " 49.45 " 58.65 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 6.834" " ... Relative Uncertainty +/-10% Ann. Median 1.521" Annual Total 2494 " Maximum Minimum Daily 100.1 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 2002 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.010" 0.056" 0.000" 0.125" 6.324" 2.476" 97.57 " 46.91 " 360.5 " 3.278" 6.892" 0.036" 1 2 0.000" 0.056" 0.000" 0.058" 5.319" 9.898" 36.24 " 33.36 " 134.6 " 2.968" 5.322" 0.040" 2 3 0.000" 0.076" 0.000" 0.018" 6.555" 28.62 " 18.69 " 20.63 " 73.01 " 2.673" 2.909" 0.056" 3 4 0.000" 0.060" 0.000" 0.009" 4.467" 107.0 " 23.49 " 62.73 " 43.00 " 2.613" 1.822" 0.031" 4 5 0.000" 0.038" 0.000" 0.005" 3.232" 27.96 " 24.46 " 112.9 " 32.73 " 15.18 " 1.200" 0.046" 5 6 0.000" 0.033" 0.000" 0.046" 45.37 " 20.55 " 13.35 " 46.85 " 25.26 " 79.29 " 0.761" 0.373" 6 7 0.000" 0.004" 0.000" 0.100" 25.24 " 10.71 " 36.83 " 33.07 " 21.27 " 19.51 " 0.523" 0.120" 7 8 0.000" 0.000" 0.000" 0.209" 10.83 " 7.750" 39.81 " 25.06 " 17.45 " 9.690" 0.425" 0.026" 8 9 0.000" 0.000" 0.000" 0.330" 7.815" 6.614" 17.67 " 121.7 " 17.21 " 6.815" 0.338" 0.001" 9 10 0.000" 0.000" 0.000" 0.257" 6.198" 6.127" 93.91 " 102.7 " 15.10 " 5.098" 0.302" 0.000" 10 11 0.000" 0.000" 0.000" 0.181" 41.88 " 6.333" 100.9 " 48.34 " 12.78 " 4.157" 0.278" 0.000" 11 12 0.000" 0.000" 0.000" 0.153" 27.42 " 6.148" 194.3 " 31.40 " 10.58 " 3.359" 0.235" 0.000" 12 13 0.000" 0.000" 0.069" 0.170" 10.77 " 23.65 " 70.48 " 24.42 " 9.656" 2.818" 0.203" 0.000" 13 14 6.309" 0.000" 0.009" 0.179" 9.285" 62.26 " 58.16 " 19.77 " 38.37 " 2.410" 0.163" 0.000" 14 15 14.12 " 0.000" 0.047" 0.187" 8.459" 30.59 " 50.54 " 17.43 " 103.2 " 2.156" 0.110" 0.000" 15 16 8.744" 0.000" 0.109" 170.9 $ 6.196" 13.19 " 29.08 " 17.71 " 32.83 " 2.380" 0.047" 0.000" 16 17 50.86 " 0.000" 0.108" 111.7 " 5.200" 9.759" 23.57 " 16.43 " 18.92 " 41.57 " 0.059" 0.000" 17 18 6.802" 0.000" 0.152" 15.87 " 4.245" 39.96 " 43.38 " 14.56 " 14.12 " 55.55 " 0.061" 0.000" 18 19 2.024" 0.000" 0.106" 7.008" 3.768" 38.87 " 55.56 " 12.49 " 11.28 " 13.57 " 0.031" 0.000" 19 20 0.924" 0.000" 0.068" 3.916" 3.501" 13.86 " 28.22 " 11.29 " 10.02 " 7.149" 0.014" 0.000" 20 21 0.558" 0.000" 0.043" 2.979" 3.421" 10.25 " 24.65 " 16.43 " 8.464" 4.904" 0.022" 0.000" 21 22 0.431" 0.000" 0.044" 2.859" 3.230" 9.627" 23.34 " 26.07 " 8.636" 3.642" 10.12 " 0.000" 22 23 0.367" 0.000" 0.069" 3.201" 3.162" 8.622" 18.11 " 15.73 " 11.26 " 2.805" 17.58 " 0.000" 23 24 0.326" 0.000" 0.069" 2.685" 3.018" 9.782" 78.28 " 12.62 " 9.967" 2.369" 1.733" 0.000" 24 25 0.221" 0.000" 0.073" 2.472" 2.747" 9.685" 59.65 " 16.21 " 7.493" 1.981" 0.603" 0.000" 25 26 0.126" 0.000" 0.040" 3.527" 2.741" 20.58 " 51.26 " 28.25 " 6.615" 1.594" 0.305" 0.000" 26 27 0.074" 0.000" 0.021" 2.812" 2.752" 17.55 " 61.50 " 37.72 " 5.554" 1.440" 0.209" 3.460" 27 28 0.063" 0.000" 0.011" 2.421" 2.844" 9.728" 26.32 " 17.17 " 4.901" 2.856" 0.129" 4.092" 28 29 0.067" 0.016" 2.140" 2.783" 57.18 " 19.43 " 21.37 " 4.152" 1.913" 0.048" 0.559" 29 30 0.054" 0.063" 2.652" 2.614" 21.82 " 31.74 " 34.12 " 3.617" 1.344" 0.037" 0.189" 30 31 0.059" 0.172" 2.531" 30.39 " 40.50 " 1.111" 0.063" 31 Mean 2.972" 0.012" 0.042" 11.31 $ 8.836" 21.57 " 47.77 " 35.03 " 35.75 " 9.942" 1.749" 0.293" Median 0.063" 0.000" 0.021" 1.235$ 4.467" 11.95 " 36.24 " 25.06 " 13.45 " 2.968" 0.290" 0.000" Maximum 50.86 " 0.076" 0.172" 170.9 $ 45.37 " 107.0 " 194.3 " 121.7 " 360.5 " 79.29 " 17.58 " 4.092" Minimum 0.000" 0.000" 0.000" 0.005$ 2.531" 2.476" 13.35 " 11.29 " 3.617" 1.111" 0.014" 0.000" Total 92.14 " 0.325" 1.289" 339.2 $ 273.9 " 647.2 "1481 "1086 "1073 " 308.2 " 52.48 " 9.091" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 14.69 $ " ... Relative Uncertainty +/-10% Ann. Median 2.856$ $ ... Relative Uncertainty +/-20% Annual Total 5363 $ Maximum Minimum Daily 360.5 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing Year 2003 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.019" 0.000" 0.000" 0.690" 1.098" 8.812" 29.80 " 38.49 " 12.59 " 35.45 " 2.846" 0.179" 1 2 0.000" 0.000" 0.000" 0.488" 0.940" 8.872" 24.78 " 27.71 " 11.45 " 21.16 " 2.295" 0.125" 2 3 0.000" 0.118" 0.000" 0.409" 0.874" 6.118" 138.5 " 577.0 $ 10.35 " 16.89 " 2.002" 0.085" 3 4 0.000" 0.005" 0.000" 0.410" 0.984" 4.298" 92.49 " 147.4 " 22.52 " 68.82 " 1.680" 0.043" 4 5 0.000" 0.000" 0.000" 0.436" 1.008" 3.510" 194.1 " 90.50 " 15.14 " 25.54 " 1.452" 0.021" 5 6 0.000" 0.000" 0.000" 0.479" 1.003" 3.209" 141.9 " 69.11 " 11.71 " 14.57 " 1.193" 0.046" 6 7 0.000" 0.000" 0.000" 0.410" 0.921" 2.957" 58.74 " 52.13 " 14.35 " 10.53 " 0.989" 0.102" 7 8 0.000" 0.000" 0.000" 0.354" 1.766" 2.770" 44.07 " 39.47 " 21.10 " 8.821" 0.852" 0.096" 8 9 0.000" 0.000" 0.362" 0.372" 2.816" 2.601" 55.73 " 33.71 " 30.27 " 7.754" 0.719" 0.070" 9 10 0.000" 0.000" 0.150" 0.906" 1.852" 4.623" 104.2 " 64.45 " 108.5 " 6.489" 0.594" 0.028" 10 11 0.000" 0.000" 0.031" 5.063" 1.367" 5.525" 102.2 " 146.4 " 75.02 " 5.513" 0.471" 0.020" 11 12 0.000" 0.000" 0.012" 8.960" 15.13 " 4.433" 47.03 " 55.42 " 51.89 " 5.499" 0.397" 0.031" 12 13 0.000" 0.000" 0.004" 6.327" 18.30 " 3.301" 37.64 " 37.83 " 42.28 " 17.13 " 0.314" 0.046" 13 14 0.000" 0.000" 0.001" 4.272" 8.192" 2.980" 74.47 " 31.11 " 25.36 " 14.88 " 0.258" 0.049" 14 15 0.000" 0.000" 0.000" 3.035" 6.116" 2.712" 43.18 " 28.25 " 18.29 " 10.42 " 0.263" 0.045" 15 16 0.000" 0.000" 0.000" 2.125" 41.33 " 2.678" 30.60 " 110.7 " 14.78 " 7.619" 0.394" 0.057" 16 17 0.000" 25.25 " 0.000" 1.585" 26.39 " 2.466" 24.48 " 51.72 " 12.49 " 6.537" 0.605" 0.051" 17 18 0.000" 1.122" 0.000" 1.382" 9.754" 2.304" 23.57 " 41.92 " 10.32 " 6.818" 2.364" 0.061" 18 19 0.000" 0.290" 0.000" 1.269" 5.598" 2.223" 21.15 " 32.35 " 8.793" 5.811" 2.575" 0.197" 19 20 0.000" 0.182" 0.000" 1.235" 5.489" 2.292" 24.73 " 36.64 " 38.99 " 4.889" 2.067" 0.281" 20 21 0.000" 0.150" 0.000" 1.181" 40.82 " 2.363" 27.24 " 57.27 " 127.5 " 4.298" 1.380" 0.214" 21 22 0.000" 0.100" 0.186" 1.299" 22.28 " 2.547" 32.00 " 139.3 " 154.7 " 3.622" 1.272" 0.118" 22 23 0.000" 0.051" 0.491" 1.113" 9.269" 3.503" 21.17 " 59.19 " 138.1 " 3.070" 0.988" 0.060" 23 24 0.000" 0.017" 0.186" 2.430" 5.867" 4.439" 17.66 " 45.07 " 67.25 " 2.710" 0.631" 0.024" 24 25 0.000" 0.002" 0.138" 3.900" 4.553" 91.60 " 16.05 " 35.74 " 46.22 " 2.409" 0.772" 0.002" 25 26 0.000" 0.001" 0.092" 2.816" 3.863" 142.4 " 16.21 " 24.84 " 29.81 " 2.132" 0.734" 0.000" 26 27 0.000" 0.000" 0.096" 2.476" 3.295" 170.5 " 31.49 " 21.49 " 22.51 " 17.52 " 0.661" 0.000" 27 28 0.000" 0.000" 0.160" 1.822" 2.885" 178.4 " 19.42 " 20.11 " 18.04 " 15.59 " 0.536" 0.000" 28 29 0.000" 1.020" 1.433" 2.610" 66.78 " 16.04 " 20.47 " 28.10 " 7.946" 0.408" 0.000" 29 30 0.000" 0.602" 1.227" 7.701" 38.84 " 118.7 " 16.36 " 80.46 " 4.913" 0.296" 0.000" 30 31 0.000" 1.270" 12.57 " 80.65 " 13.88 " 3.623" 0.000" 31 Mean 0.001" 0.974" 0.155" 1.997" 8.601" 26.00 " 55.16 " 69.88 $ 42.30 " 11.90 " 1.067" 0.066" Median 0.000" 0.000" 0.001" 1.284" 4.553" 3.507" 32.00 " 39.47 $ 23.94 " 7.619" 0.753" 0.046" Maximum 0.019" 25.25 " 1.270" 8.960" 41.33 " 178.4 " 194.1 " 577.0 $ 154.7 " 68.82 " 2.846" 0.281" Minimum 0.000" 0.000" 0.000" 0.354" 0.874" 2.223" 16.04 " 13.88 $ 8.793" 2.132" 0.258" 0.000" Total 0.019" 27.29 " 4.801" 59.90 " 266.6 " 780.1 "1710 "2166 $1269 " 369.0 " 32.01 " 2.051" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 18.32 $ " ... Relative Uncertainty +/-10% Ann. Median 2.363$ $ ... Relative Uncertainty +/-20% Annual Total 6687 $ Maximum Minimum Daily 577.0 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.157" 0.222" 0.467" 8.651" 28.20 " 49.63 " 57.02 " 6.874" 1.096" 0.841" 1 2 0.000" 0.000" 0.137" 0.226" 0.427" 3.894" 105.8 " 39.16 " 45.55 " 6.306" 1.116" 0.637" 2 3 0.000" 0.000" 0.142" 0.253" 0.389" 3.130" 68.28 " 24.78 " 36.29 " 5.112" 8.318" 0.464" 3 4 0.000" 0.000" 0.113" 0.313" 0.371" 3.696" 40.14 " 22.68 " 36.70 " 4.377" 5.448" 0.370" 4 5 60.27 " 0.000" 0.082" 0.403" 0.367" 12.92 " 32.47 " 65.34 " 73.50 " 4.678" 2.948" 0.399" 5 6 35.55 " 0.000" 0.057" 0.419" 0.363" 49.18 " 24.77 " 182.0 " 78.94 " 22.21 " 2.552" 0.394" 6 7 6.332" 0.000" 0.045" 0.405" 3.408" 62.79 " 155.5 " 51.64 " 53.31 " 22.66 " 1.829" 0.285" 7 8 2.287" 0.000" 0.060" 0.412" 5.550" 64.72 " 223.0 " 35.86 " 38.08 " 9.756" 1.422" 0.193" 8 9 1.306" 0.000" 0.089" 0.460" 6.403" 23.48 " 74.05 " 28.09 " 35.67 " 6.765" 2.841" 0.177" 9 10 0.769" 0.000" 0.104" 0.470" 14.60 " 24.44 " 50.41 " 23.72 " 28.31 " 5.491" 5.302" 0.149" 10 11 0.461" 0.000" 0.115" 0.473" 18.79 " 152.9 " 40.24 " 85.10 " 22.63 " 5.757" 5.580" 0.085" 11 12 0.289" 0.001" 0.119" 0.482" 5.515" 185.2 " 33.20 " 230.7 " 19.29 " 30.74 " 5.504" 0.030" 12 13 0.165" 0.001" 0.115" 0.525" 2.568" 61.17 " 29.15 " 83.23 " 16.43 " 15.53 " 4.197" 0.027" 13 14 0.083" 0.000" 0.105" 0.542" 1.814" 32.47 " 25.96 " 124.3 " 15.09 " 8.053" 2.285" 0.023" 14 15 0.062" 0.000" 0.106" 0.588" 1.543" 24.72 " 23.82 " 69.64 " 14.93 " 5.830" 1.577" 0.034" 15 16 0.059" 0.000" 0.127" 0.610" 1.615" 28.54 " 22.36 " 48.55 " 16.52 " 5.262" 1.373" 0.060" 16 17 0.038" 0.000" 0.143" 0.634" 1.635" 64.48 " 20.80 " 42.03 " 17.09 " 4.384" 1.867" 0.082" 17 18 0.032" 2.576" 0.136" 0.790" 4.823" 30.60 " 17.45 " 38.66 " 15.11 " 3.691" 1.384" 0.112" 18 19 0.037" 4.871" 0.119" 0.888" 4.400" 21.06 " 15.79 " 34.21 " 14.44 " 3.153" 1.076" 0.076" 19 20 0.042" 2.024" 0.095" 0.946" 2.531" 17.01 " 16.00 " 78.64 " 12.39 " 2.471" 0.749" 0.046" 20 21 0.070" 1.268" 0.071" 1.026" 42.74 " 15.50 " 63.65 " 148.0 " 11.23 " 27.29 " 0.484" 0.030" 21 22 0.071" 0.873" 0.053" 1.397" 37.59 " 61.36 " 131.8 " 61.06 " 10.67 " 15.88 " 0.321" 0.022" 22 23 0.058" 0.666" 0.039" 1.081" 7.075" 34.78 " 65.07 " 112.3 " 9.376" 7.673" 0.680" 0.019" 23 24 0.039" 0.529" 0.031" 0.760" 3.889" 22.33 " 44.41 " 450.3 $ 8.438" 4.845" 3.548" 0.010" 24 25 0.026" 0.440" 0.019" 0.729" 2.829" 19.35 " 37.02 " 556.3 $ 7.887" 3.248" 2.386" 0.012" 25 26 0.011" 0.366" 0.037" 0.688" 2.268" 15.64 " 26.52 " 288.1 " 7.243" 2.141" 2.776" 0.011" 26 27 0.004" 0.295" 0.110" 0.620" 2.016" 101.0 " 22.62 " 215.5 " 6.592" 1.554" 6.850" 0.003" 27 28 0.001" 0.240" 0.098" 0.570" 1.897" 69.38 " 20.36 " 172.7 " 6.269" 1.377" 4.011" 0.006" 28 29 0.000" 0.185" 0.097" 0.532" 1.895" 36.21 " 18.58 " 97.64 " 6.060" 1.235" 1.809" 0.083" 29 30 0.000" 0.147" 0.507" 2.045" 28.83 " 53.31 " 77.52 " 5.811" 1.108" 1.230" 0.043" 30 31 0.000" 0.200" 14.40 " 33.17 " 67.47 " 1.075" 0.022" 31 Mean 3.486" 0.494" 0.099" 0.599" 6.330" 42.65 " 50.45 " 116.3 $ 24.23 " 7.952" 2.752" 0.153" Median 0.042" 0.000" 0.105" 0.537" 2.531" 28.69 " 33.17 " 69.64 $ 15.77 " 5.262" 2.076" 0.060" Maximum 60.27 " 4.871" 0.200" 1.397" 42.74 " 185.2 " 223.0 " 556.3 $ 78.94 " 30.74 " 8.318" 0.841" Minimum 0.000" 0.000" 0.019" 0.222" 0.363" 3.130" 15.79 " 22.68 $ 5.811" 1.075" 0.321" 0.003" Total 108.1 " 14.34 " 3.066" 17.97 " 196.2 "1279 "1564 "3605 $ 726.9 " 246.5 " 82.56 " 4.744" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 21.44 $ " ... Relative Uncertainty +/-10% Ann. Median 2.286$ $ ... Relative Uncertainty +/-20% Annual Total 7849 $ Maximum Minimum Daily 556.3 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.010" 0.000" 0.021" 176.3 " 2.094" 11.75 " 33.60 " 11.60 " 19.23 " 48.95 " 4.154" 0.293" 1 2 0.037" 0.000" 0.019" 48.89 " 451.1 $ 11.18 " 27.32 " 37.04 " 17.41 " 46.55 " 3.380" 0.250" 2 3 0.011" 0.000" 0.051" 11.16 " 71.70 " 28.04 " 31.00 " 28.45 " 16.48 " 24.37 " 2.916" 0.223" 3 4 0.006" 0.000" 0.060" 5.454" 23.71 " 27.18 " 70.49 " 18.62 " 16.98 " 40.47 " 2.711" 0.233" 4 5 0.014" 0.000" 0.050" 3.565" 13.29 " 23.50 " 35.16 " 17.32 " 24.27 " 28.07 " 4.897" 0.315" 5 6 0.023" 0.000" 0.063" 2.635" 9.240" 30.29 " 24.56 " 15.93 " 269.4 " 85.00 " 4.987" 0.380" 6 7 0.013" 0.000" 0.092" 2.083" 8.093" 86.52 " 21.39 " 14.75 " 128.3 " 37.13 " 3.469" 0.374" 7 8 0.006" 0.000" 0.093" 1.996" 7.916" 79.49 " 20.17 " 13.15 " 115.9 " 21.05 " 4.016" 0.410" 8 9 0.000" 0.000" 0.093" 3.090" 6.884" 296.3 " 19.13 " 11.75 " 177.2 " 19.19 " 3.197" 0.427" 9 10 0.000" 0.000" 0.255" 2.545" 5.760" 429.2 $ 17.23 " 12.02 " 60.84 " 14.62 " 2.314" 0.366" 10 11 0.000" 0.000" 0.497" 1.923" 6.434" 149.2 " 15.96 " 12.19 " 44.55 " 11.78 " 1.780" 0.480" 11 12 0.000" 0.000" 0.296" 1.708" 122.1 " 101.9 " 15.77 " 27.81 " 49.20 " 10.35 " 1.522" 0.769" 12 13 0.000" 0.000" 0.232" 1.669" 46.15 " 70.56 " 34.09 " 79.96 " 41.63 " 8.797" 1.314" 0.746" 13 14 0.000" 0.000" 0.188" 1.453" 23.80 " 56.09 " 35.36 " 97.61 " 97.30 " 7.656" 0.968" 0.581" 14 15 0.000" 0.063" 0.117" 1.373" 24.23 " 57.92 " 30.25 " 33.51 " 41.32 " 6.812" 0.795" 0.419" 15 16 0.000" 0.029" 0.070" 1.458" 566.4 $ 55.94 " 33.64 " 174.3 " 28.41 " 6.398" 0.729" 0.326" 16 17 0.000" 0.054" 0.058" 1.629" 111.8 " 96.16 " 22.58 " 303.6 " 101.3 " 7.256" 0.522" 0.276" 17 18 0.000" 0.065" 0.096" 1.522" 107.1 " 59.73 " 17.87 " 425.2 $ 62.55 " 6.225" 0.373" 0.223" 18 19 0.000" 0.028" 0.211" 1.348" 795.9 $ 46.46 " 15.28 " 99.92 " 37.62 " 5.116" 0.349" 0.164" 19 20 0.000" 0.039" 0.185" 1.326" 117.3 " 36.35 " 14.66 " 69.25 " 29.04 " 4.517" 0.356" 0.105" 20 21 0.000" 0.025" 0.142" 1.348" 72.09 " 29.47 " 87.76 " 57.73 " 35.43 " 14.97 " 0.327" 0.075" 21 22 0.000" 0.013" 0.108" 2.033" 62.32 " 26.82 " 41.06 " 46.66 " 26.78 " 27.87 " 0.254" 0.080" 22 23 0.000" 0.012" 0.077" 2.210" 44.19 " 181.8 " 31.90 " 38.75 " 21.16 " 11.83 " 0.205" 0.175" 23 24 0.000" 0.016" 0.055" 2.249" 33.90 " 106.0 " 23.26 " 34.02 " 18.60 " 8.291" 0.193" 0.168" 24 25 0.000" 0.027" 0.055" 1.872" 27.62 " 53.44 " 20.04 " 36.88 " 15.26 " 17.63 " 0.167" 0.171" 25 26 0.000" 0.037" 0.097" 1.727" 23.77 " 44.93 " 18.37 " 37.51 " 12.90 " 13.93 " 0.106" 0.167" 26 27 0.000" 0.035" 0.186" 1.898" 20.69 " 34.81 " 17.55 " 33.84 " 15.55 " 10.06 " 0.193" 0.156" 27 28 0.000" 0.026" 0.463" 1.740" 18.74 " 29.31 " 20.35 " 69.17 " 19.30 " 8.527" 0.482" 0.138" 28 29 0.000" 0.914" 1.414" 17.16 " 31.50 " 16.23 " 40.83 " 24.47 " 5.825" 0.357" 0.126" 29 30 0.000" 0.676" 1.466" 14.66 " 65.58 " 13.70 " 28.99 " 27.54 " 5.231" 0.338" 0.149" 30 31 0.000" 8.097" 12.96 " 11.92 " 22.98 " 5.171" 0.168" 31 Mean 0.004" 0.017" 0.439" 9.702" 92.56 $ 78.58 $ 27.02 " 62.95 $ 53.20 " 18.38 " 1.579" 0.288" Median 0.000" 0.006" 0.097" 1.885" 23.80 $ 54.69 $ 21.39 " 34.02 $ 28.73 " 11.78 " 0.762" 0.233" Maximum 0.037" 0.065" 8.097" 176.3 " 795.9 $ 429.2 $ 87.76 " 425.2 $ 269.4 " 85.00 " 4.987" 0.769" Minimum 0.000" 0.000" 0.019" 1.326" 2.094$ 11.18 $ 11.92 " 11.60 $ 12.90 " 4.517" 0.106" 0.075" Total 0.121" 0.470" 13.62 " 291.1 "2869 $2357 $ 837.7 "1951 $1596 " 569.7 " 47.37 " 8.933" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 28.88 $ " ... Relative Uncertainty +/-10% Ann. Median 5.760$ $ ... Relative Uncertainty +/-20% Annual Total 10543 $ Maximum Minimum Daily 795.9 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.119" 0.551" 0.011" 2.724" 1.839" 3.461" 6.745" 17.17 " 29.91 " 2.474" 0.340" 0.854" 1 2 0.076" 0.496" 0.031" 5.469" 1.718" 3.072" 6.103" 32.16 " 28.11 " 2.197" 0.299" 0.385" 2 3 0.123" 0.418" 0.054" 2.302" 1.663" 2.880" 5.541" 16.31 " 16.10 " 5.688" 0.266" 0.204" 3 4 0.383" 0.334" 0.047" 1.311" 1.734" 2.572" 8.226" 12.16 " 14.10 " 18.21 " 0.228" 0.104" 4 5 0.476" 0.249" 0.015" 0.953" 1.991" 2.366" 5.625" 9.841" 13.11 " 7.565" 0.162" 0.039" 5 6 0.395" 0.152" 0.002" 0.770" 3.097" 2.288" 4.126" 9.257" 9.867" 4.013" 0.165" 0.006" 6 7 0.327" 0.099" 0.000" 0.722" 2.702" 2.444" 3.590" 58.72 " 8.123" 2.742" 0.187" 0.003" 7 8 0.847" 0.062" 0.001" 0.717" 2.042" 2.421" 3.367" 66.06 " 7.488" 1.927" 0.194" 0.022" 8 9 0.738" 0.039" 0.000" 0.749" 1.792" 2.211" 10.96 " 20.89 " 10.67 " 1.516" 0.212" 0.193" 9 10 0.352" 0.026" 0.000" 0.802" 1.779" 2.354" 10.73 " 13.44 " 19.78 " 1.351" 0.227" 0.165" 10 11 0.193" 0.025" 0.000" 0.848" 1.758" 2.471" 6.484" 10.83 " 32.82 " 2.078" 0.517" 0.102" 11 12 0.168" 0.023" 0.000" 0.950" 1.593" 2.440" 4.811" 17.59 " 34.56 " 5.345" 0.701" 0.040" 12 13 9.711" 0.036" 0.000" 1.013" 1.447" 2.387" 4.048" 17.07 " 18.31 " 6.061" 0.481" 0.009" 13 14 6.914" 0.143" 0.009" 0.967" 1.427" 2.253" 3.998" 11.79 " 10.39 " 3.776" 0.293" 0.001" 14 15 3.347" 0.199" 0.034" 0.891" 9.009" 2.018" 4.111" 141.2 " 8.215" 2.578" 0.142" 0.000" 15 16 1.959" 0.190" 0.050" 0.899" 7.890" 1.825" 3.822" 69.24 " 6.827" 2.091" 0.092" 0.000" 16 17 1.550" 0.227" 0.042" 0.957" 3.673" 1.827" 3.397" 25.88 " 6.407" 1.718" 0.062" 0.000" 17 18 1.196" 0.153" 0.059" 0.944" 2.791" 1.986" 3.022" 17.81 " 7.420" 1.613" 0.068" 0.000" 18 19 0.901" 0.090" 0.089" 0.974" 2.474" 3.991" 2.773" 54.79 " 7.149" 1.401" 0.099" 0.000" 19 20 0.701" 0.055" 0.068" 0.903" 2.195" 16.20 " 15.36 " 56.25 " 5.957" 1.119" 0.085" 5.170" 20 21 0.479" 0.037" 0.095" 2.070" 2.052" 6.876" 60.29 " 28.63 " 6.776" 0.873" 0.059" 1.612" 21 22 0.295" 0.045" 0.181" 3.691" 2.017" 4.155" 12.90 " 250.7 " 7.170" 0.811" 0.046" 0.501" 22 23 0.189" 0.041" 0.388" 3.396" 9.942" 3.498" 7.591" 99.20 " 6.231" 0.911" 0.016" 0.119" 23 24 0.164" 0.027" 0.463" 2.365" 8.316" 3.138" 39.44 " 44.68 " 5.263" 0.765" 0.003" 0.014" 24 25 16.06 " 0.019" 0.554" 3.062" 4.175" 2.880" 44.49 " 38.02 " 4.219" 0.656" 0.000" 0.001" 25 26 15.02 " 0.012" 0.504" 4.602" 2.804" 3.073" 14.84 " 35.22 " 3.956" 0.594" 0.000" 0.001" 26 27 3.591" 0.008" 0.492" 2.727" 2.377" 8.814" 44.52 " 22.78 " 3.618" 0.524" 0.000" 0.000" 27 28 1.747" 0.007" 0.459" 2.138" 2.416" 18.22 " 42.25 " 18.09 " 3.249" 0.474" 0.000" 0.000" 28 29 1.030" 0.389" 2.379" 4.902" 7.004" 38.10 " 14.68 " 2.971" 0.427" 0.784" 0.000" 29 30 0.712" 0.341" 2.166" 5.138" 4.828" 34.70 " 11.73 " 2.780" 0.379" 1.514" 0.000" 30 31 0.619" 0.320" 3.898" 16.72 " 43.69 " 0.370" 0.000" 31 Mean 2.270" 0.134" 0.152" 1.815" 3.311" 4.198" 15.25 " 41.48 " 11.38 " 2.653" 0.241" 0.308" Median 0.701" 0.059" 0.050" 0.993" 2.377" 2.726" 6.745" 22.78 " 7.454" 1.613" 0.164" 0.009" Maximum 16.06 " 0.551" 0.554" 5.469" 9.942" 18.22 " 60.29 " 250.7 " 34.56 " 18.21 " 1.514" 5.170" Minimum 0.076" 0.007" 0.000" 0.717" 1.427" 1.825" 2.773" 9.257" 2.780" 0.370" 0.000" 0.000" Total 70.38 " 3.762" 4.701" 54.46 " 102.7 " 126.0 " 472.7 "1286 " 341.5 " 82.24 " 7.240" 9.545" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 7.016" " ... Relative Uncertainty +/-10% Ann. Median 1.747" Annual Total 2561 " Maximum Minimum Daily 250.7 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.208" 26.24 " 3.121" 61.14 " 241.4 $ 47.00 " 10.23 " 3.847" 0.000" 1 2 0.000" 0.000" 0.000" 0.228" 10.20 " 2.690" 154.9 $ 101.1 " 38.41 " 8.620" 2.440" 0.034" 2 3 0.551" 0.000" 0.000" 0.243" 6.274" 2.538" 123.1 $ 63.67 " 30.28 " 7.163" 1.622" 0.054" 3 4 1.424" 0.000" 0.000" 0.243" 3.851" 2.285" 36.31 " 49.63 " 42.84 " 6.105" 1.047" 0.053" 4 5 1.065" 0.000" 0.000" 0.279" 3.394" 2.028" 22.13 " 39.40 " 44.81 " 5.399" 0.741" 0.152" 5 6 0.591" 0.000" 0.000" 0.264" 3.354" 1.869" 19.23 " 111.3 " 28.39 " 4.713" 0.626" 0.303" 6 7 0.291" 0.000" 0.000" 0.196" 2.768" 2.347" 15.72 " 83.19 " 35.39 " 4.443" 0.559" 0.240" 7 8 0.154" 0.000" 0.000" 0.234" 2.263" 6.595" 44.60 $ 48.29 " 48.42 " 150.1 $ 0.467" 0.150" 8 9 0.090" 0.000" 0.000" 0.332" 1.877" 5.175" 33.07 " 38.15 " 27.68 " 161.6 $ 0.372" 0.094" 9 10 0.168" 0.000" 0.000" 0.412" 1.642" 3.578" 16.58 " 195.9 $ 20.00 " 45.39 " 0.257" 0.033" 10 11 0.234" 0.000" 0.000" 0.407" 1.598" 2.771" 12.84 " 90.77 $ 57.04 $ 47.19 " 0.169" 0.020" 11 12 0.185" 0.000" 0.000" 0.366" 3.015" 2.499" 12.17 " 48.98 " 300.8 $ 20.94 " 0.123" 0.023" 12 13 0.143" 0.000" 0.000" 0.361" 2.855" 7.698" 11.10 " 36.14 " 132.4 $ 13.65 " 0.082" 0.036" 13 14 0.044" 0.000" 0.000" 0.341" 2.209" 40.65 " 10.29 " 37.54 " 99.24 " 9.919" 0.058" 0.042" 14 15 0.002" 0.000" 0.000" 14.26 " 1.830" 10.47 " 9.037" 30.22 " 94.59 " 7.001" 0.072" 0.056" 15 16 0.000" 0.000" 0.000" 50.45 " 1.704" 6.018" 8.058" 25.97 " 57.35 " 5.280" 0.084" 1.272" 16 17 0.000" 0.000" 0.000" 7.924" 1.819" 4.853" 7.496" 23.18 " 43.82 " 5.261" 0.090" 20.40 " 17 18 0.000" 0.000" 20.23 " 3.419" 2.944" 3.762" 6.909" 19.22 " 43.39 " 6.305" 0.086" 13.98 " 18 19 0.000" 0.000" 81.09 " 2.001" 2.611" 3.395" 17.09 " 18.49 " 35.72 " 5.063" 0.058" 4.264" 19 20 0.000" 0.000" 4.167" 1.424" 2.436" 3.522" 37.60 " 29.60 " 26.00 " 4.845" 0.086" 2.568" 20 21 0.000" 0.000" 1.611" 1.213" 2.088" 3.279" 56.80 " 31.99 " 22.85 " 5.254" 0.053" 1.355" 21 22 0.000" 0.000" 0.799" 1.095" 1.765" 4.467" 108.9 " 35.99 $ 22.70 " 4.426" 0.058" 0.733" 22 23 0.000" 0.000" 0.450" 1.263" 1.855" 33.72 " 71.30 # 108.6 $ 17.66 " 3.067" 0.040" 0.454" 23 24 0.000" 0.000" 0.281" 1.515" 2.036" 23.74 " 327.1 $ 34.57 " 41.35 " 2.407" 0.015" 0.277" 24 25 0.000" 0.000" 0.222" 1.739" 2.898" 12.97 " 147.0 # 46.98 " 35.82 " 2.075" 0.006" 0.155" 25 26 0.000" 0.000" 0.233" 1.315" 6.850" 8.980" 79.60 " 99.94 $ 32.87 " 2.276" 0.001" 0.082" 26 27 0.000" 0.000" 0.596" 0.948" 7.279" 14.50 " 96.29 $ 106.9 $ 25.02 " 7.454" 0.000" 0.041" 27 28 0.000" 0.000" 0.361" 0.864" 29.00 " 94.78 " 246.5 $ 57.50 " 17.93 " 5.837" 0.000" 0.011" 28 29 0.000" 0.280" 1.343" 8.659" 22.92 " 65.72 " 193.0 $ 13.51 " 4.154" 0.000" 0.002" 29 30 0.000" 0.254" 16.24 " 4.940" 57.01 " 180.5 $ 185.5 $ 11.39 " 3.997" 0.000" 0.000" 30 31 0.000" 0.220" 3.817" 322.6 $ 62.66 " 4.602" 0.000" 31 Mean 0.159" 0.000" 3.574" 3.704" 5.035" 13.14 " 76.18 $ 74.06 $ 49.82 $ 18.54 $ 0.435" 1.512" Median 0.000" 0.000" 0.000" 0.906" 2.855" 4.660" 37.60 $ 48.98 $ 35.77 $ 5.399$ 0.085" 0.082" Maximum 1.424" 0.000" 81.09 " 50.45 " 29.00 " 94.78 " 327.1 $ 241.4 $ 300.8 $ 161.6 $ 3.847" 20.40 " Minimum 0.000" 0.000" 0.000" 0.196" 1.598" 1.869" 6.909$ 18.49 $ 11.39 $ 2.075$ 0.000" 0.000" Total 4.941" 0.000" 110.8 " 111.1 " 156.1 " 394.2 "2362 $2296 $1495 $ 574.8 $ 13.06 " 46.88 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 20.72 $ " ... Relative Uncertainty +/-10% Ann. Median 2.276$ # ... Relative Uncertainty +/-15% Annual Total 7564 $ $ ... Relative Uncertainty +/-20% Maximum Minimum Daily 327.1 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 81.71 " 4.850" 180.6 " 20.68 " 110.1 " 10.25 " 6.979" 2.099" 0.533" 1 2 0.000" 0.000" 0.000" 10.99 " 3.478" 40.85 " 17.28 " 200.9 " 13.64 " 8.936" 1.613" 0.368" 2 3 0.000" 0.000" 0.000" 3.732" 2.927" 26.64 " 15.82 " 91.01 " 10.50 " 6.599" 1.308" 0.303" 3 4 0.028" 0.000" 0.000" 2.070" 2.872" 19.57 " 16.40 " 64.61 " 8.163" 11.19 " 5.877" 0.273" 4 5 0.048" 0.000" 0.000" 4.298" 2.732" 15.34 " 22.59 " 53.27 " 7.225" 18.22 " 6.662" 0.231" 5 6 0.007" 0.000" 0.000" 9.116" 2.413" 13.99 " 16.18 " 47.91 " 6.421" 9.166" 6.060" 0.205" 6 7 0.000" 0.000" 0.000" 3.386" 2.243" 12.14 " 12.85 " 42.18 " 5.842" 6.598" 4.709" 0.179" 7 8 0.000" 0.000" 0.000" 4.508" 2.252" 11.08 " 12.19 " 37.36 " 5.383" 5.154" 3.462" 0.143" 8 9 0.000" 0.000" 0.000" 3.585" 2.423" 60.63 " 16.97 " 32.41 " 5.134" 4.178" 2.535" 0.125" 9 10 0.000" 0.000" 0.000" 2.965" 4.822" 50.17 " 58.90 " 29.09 " 4.902" 3.489" 1.864" 0.180" 10 11 0.000" 0.000" 0.000" 2.735" 12.05 " 27.05 " 45.66 " 26.17 " 7.564" 3.099" 1.428" 0.351" 11 12 0.000" 0.000" 0.000" 1.771" 6.151" 20.16 " 22.91 " 23.34 " 10.51 " 3.574" 1.338" 0.406" 12 13 0.000" 0.000" 0.000" 1.369" 7.502" 15.03 " 20.79 " 22.38 " 15.38 " 3.434" 1.106" 0.292" 13 14 0.000" 0.000" 0.000" 1.178" 11.24 " 12.75 " 16.37 " 20.41 " 10.67 " 2.892" 0.841" 0.214" 14 15 0.000" 0.000" 0.000" 1.101" 6.490" 48.49 " 164.2 " 18.46 " 7.640" 2.467" 0.651" 0.151" 15 16 0.000" 0.000" 0.000" 1.128" 5.066" 54.49 " 281.0 " 16.66 " 6.041" 2.080" 0.491" 0.091" 16 17 0.000" 0.000" 0.000" 13.47 " 4.179" 24.43 " 94.92 " 14.70 " 8.606" 2.434" 0.341" 0.050" 17 18 0.000" 0.000" 0.000" 13.20 " 3.721" 16.95 " 409.9 $ 13.15 " 15.97 " 2.243" 0.279" 0.062" 18 19 0.000" 0.000" 0.000" 5.505" 3.479" 13.39 " 218.3 " 13.60 " 16.02 " 1.733" 0.271" 0.082" 19 20 0.000" 0.000" 0.000" 4.734" 3.299" 11.41 " 84.05 " 14.95 " 9.682" 2.559" 0.541" 0.576" 20 21 0.000" 0.000" 0.000" 8.040" 3.586" 10.27 " 64.89 " 12.45 " 16.56 " 9.575" 0.628" 4.398" 21 22 0.000" 0.000" 0.000" 5.542" 31.13 " 9.587" 52.75 " 11.35 " 17.82 " 5.305" 2.825" 2.158" 22 23 0.000" 0.000" 0.000" 11.34 " 86.25 " 8.969" 287.5 $ 10.68 " 8.973" 7.262" 11.43 " 1.239" 23 24 0.000" 0.000" 0.000" 8.473" 55.62 " 8.889" 370.6 $ 10.46 " 6.769" 13.50 " 5.721" 0.584" 24 25 0.000" 0.000" 0.000" 4.161" 67.01 " 21.32 " 103.7 " 10.56 " 52.77 " 38.66 " 7.384" 0.294" 25 26 0.000" 0.000" 0.000" 3.096" 19.40 " 13.07 " 88.10 " 9.432" 54.91 " 11.87 " 4.531" 0.137" 26 27 0.000" 0.000" 0.000" 5.113" 13.07 " 18.91 " 107.6 " 8.923" 19.70 " 5.747" 3.508" 0.067" 27 28 0.000" 0.000" 0.000" 16.80 " 48.82 " 136.8 " 129.1 " 9.081" 12.87 " 3.866" 2.856" 0.035" 28 29 0.000" 0.000" 0.000" 10.31 " 56.29 " 65.25 " 156.8 " 10.15 " 10.64 " 3.595" 1.729" 0.014" 29 30 0.000" 0.000" 7.066" 20.66 " 28.45 " 297.0 " 11.54 " 8.194" 3.889" 0.947" 0.000" 30 31 0.000" 13.17 " 98.72 " 309.3 " 9.732" 2.930" 0.000" 31 Mean 0.003" 0.000" 0.425" 8.416" 19.19 " 33.22 " 114.0 $ 32.48 " 13.16 " 6.878" 2.835" 0.443" Median 0.000" 0.000" 0.000" 4.621" 5.066" 19.24 " 64.89 $ 16.66 " 9.966" 4.178" 1.796" 0.205" Maximum 0.048" 0.000" 13.17 " 81.71 " 98.72 " 180.6 " 409.9 $ 200.9 " 54.91 " 38.66 " 11.43 " 4.398" Minimum 0.000" 0.000" 0.000" 1.101" 2.243" 8.889" 12.19 $ 8.923" 4.902" 1.733" 0.271" 0.000" Total 0.084" 0.000" 13.17 " 252.5 " 594.8 " 996.7 "3535 $1007 " 394.8 " 213.2 " 85.04 " 13.74 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 19.42 $ " ... Relative Uncertainty +/-10% Ann. Median 4.179$ $ ... Relative Uncertainty +/-20% Annual Total 7106 $ Maximum Minimum Daily 409.9 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.516" 0.749" 0.267" 0.440" 1.671" 56.73 " 24.13 " 20.76 " 15.61 " 0.941" 0.024" 1 2 0.000" 0.227" 7.961" 0.283" 0.421" 6.029" 39.48 " 22.00 " 22.68 " 13.28 " 0.524" 0.013" 2 3 0.000" 0.090" 1.657# 0.268" 0.438" 6.563" 31.88 " 21.59 " 16.46 " 14.23 " 0.310" 0.009" 3 4 0.000" 0.044" 0.884# 0.231" 0.505" 7.591" 27.42 " 19.76 " 14.80 " 11.83 " 0.232" 0.004" 4 5 0.000" 0.001" 0.526# 0.180" 0.486" 4.251" 25.22 " 19.14 " 37.16 " 9.418" 0.264" 0.001" 5 6 0.000" 0.000" 0.319# 0.169" 0.467" 3.817" 28.43 " 75.14 " 22.71 " 8.328" 1.794" 0.000" 6 7 0.000" 0.000" 0.189# 0.168" 0.461" 2.977" 31.70 " 35.91 " 51.13 " 8.782" 1.749" 0.000" 7 8 0.000" 0.000" 0.105# 0.165" 0.472" 2.656" 24.23 " 30.34 " 89.85 " 9.195" 1.354" 0.000" 8 9 0.000" 0.000" 0.066# 0.162" 0.490" 2.656" 48.17 " 34.14 " 35.34 " 8.034" 0.840" 0.000" 9 10 0.000" 0.000" 0.048# 0.177" 0.571" 4.781" 109.4 " 43.97 " 82.41 " 8.183" 0.529" 0.000" 10 11 0.000" 0.000" 0.032# 0.202" 0.622" 8.967" 46.78 " 46.00 " 200.7 " 10.90 " 0.338" 0.000" 11 12 0.000" 0.000" 0.030" 0.179" 0.655" 9.147" 30.95 " 81.97 " 80.13 " 6.987" 0.257" 0.000" 12 13 0.000" 0.000" 0.031" 0.191" 0.662" 4.660" 21.68 " 89.43 " 45.88 " 5.320" 0.617" 0.000" 13 14 0.000" 0.000" 0.036" 0.203" 0.672" 3.235" 17.32 " 268.0 " 38.98 " 4.553" 0.655" 0.000" 14 15 0.000" 0.000" 0.054" 0.171" 0.695" 2.953" 16.03 " 331.9 " 89.27 " 4.008" 0.398" 0.000" 15 16 0.000" 0.000" 0.062" 0.192" 0.767" 2.870" 31.59 " 108.0 " 41.75 " 3.356" 0.228" 0.000" 16 17 0.000" 0.000" 0.054" 0.230" 0.788" 2.692" 42.53 " 85.07 " 31.59 " 2.779" 0.144" 0.000" 17 18 0.000" 0.000" 0.045" 0.603" 0.773" 2.906" 25.88 " 157.2 " 88.90 " 2.226" 3.369" 0.000" 18 19 0.000" 0.000" 0.055" 1.400" 1.578" 102.6 " 115.5 " 89.92 " 39.42 " 1.777" 8.384" 0.000" 19 20 0.000" 0.000" 0.119" 0.504" 1.202" 99.56 " 294.1 " 69.77 " 65.35 " 1.398" 4.108" 0.000" 20 21 0.000" 0.000" 0.082" 0.396" 8.668" 66.69 " 278.3 " 60.14 " 191.8 " 1.184" 2.116" 0.000" 21 22 0.000" 0.000" 0.123" 0.360" 29.57 " 16.45 " 80.51 " 59.29 " 87.30 " 1.029" 1.421" 0.000" 22 23 0.000" 0.000" 0.178" 0.326" 15.13 " 11.39 " 244.9 " 51.84 " 46.72 " 0.965" 0.822" 0.000" 23 24 0.000" 0.000" 0.222" 0.357" 6.270" 40.12 " 76.75 " 35.10 " 32.73 " 0.940" 0.384" 0.000" 24 25 0.000" 0.000" 0.244" 0.450" 3.902" 65.78 " 114.8 " 34.24 " 22.68 " 0.837" 0.147" 0.000" 25 26 0.000" 0.000" 0.209" 0.511" 2.729" 24.31 " 59.04 " 29.48 " 18.47 " 0.775" 0.076" 0.000" 26 27 0.000" 0.000" 0.180" 0.564" 2.120" 92.86 " 47.07 " 26.14 " 16.00 " 1.094" 0.069" 0.000" 27 28 0.000" 0.038" 0.152" 0.542" 1.781" 175.4 " 40.87 " 29.99 " 28.06 " 2.233" 0.060" 0.000" 28 29 0.000" 0.120" 0.499" 1.574" 444.5 " 33.87 " 29.54 " 25.68 " 4.299" 0.054" 0.000" 29 30 0.983" 0.148" 0.479" 1.496" 164.6 " 29.67 " 21.83 " 23.27 " 2.336" 0.037" 0.000" 30 31 1.107" 0.231" 1.559" 27.11 " 19.92 " 1.571" 0.000" 31 Mean 0.067" 0.033" 0.481# 0.348" 2.838" 46.16 " 67.68 " 66.16 " 53.60 " 5.402" 1.074" 0.002" Median 0.000" 0.000" 0.123# 0.268" 0.767" 7.077" 39.48 " 35.91 " 38.07 " 4.008" 0.461" 0.000" Maximum 1.107" 0.516" 7.961# 1.400" 29.57 " 444.5 " 294.1 " 331.9 " 200.7 " 15.61 " 8.384" 0.024" Minimum 0.000" 0.000" 0.030# 0.162" 0.421" 1.671" 16.03 " 19.14 " 14.80 " 0.775" 0.037" 0.000" Total 2.090" 0.916" 14.91 # 10.43 " 87.97 "1385 "2098 "2051 "1608 " 167.5 " 32.22 " 0.050" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 20.43 # " ... Relative Uncertainty +/-10% Ann. Median 0.788# # ... Relative Uncertainty +/-15% Annual Total 7458 # Maximum Minimum Daily 444.5 # 0.000# Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.895" 1.451" 4.397" 4.317" 10.01 " 5.775" 0.663" 0.077" 0.000" 1 2 0.000" 0.000" 0.000" 45.10 " 1.477" 3.877" 7.433" 7.974" 4.306" 0.597" 0.021" 0.000" 2 3 0.000" 0.000" 0.000" 12.85 " 1.390" 3.504" 8.029" 6.573" 3.840" 0.526" 0.003" 0.000" 3 4 0.000" 0.000" 0.000" 4.969" 1.229" 3.434" 5.649" 6.179" 3.743" 0.444" 0.002" 0.000" 4 5 0.000" 0.000" 0.000" 3.526" 1.087" 3.445" 5.345" 5.971" 3.750" 0.374" 0.000" 0.000" 5 6 0.000" 0.000" 0.000" 2.755" 1.013" 3.553" 4.834" 6.165" 3.423" 0.302" 0.000" 0.000" 6 7 0.000" 0.000" 0.000" 2.331" 1.111" 3.445" 4.510" 5.741" 5.063" 0.246" 0.011" 0.000" 7 8 0.000" 0.000" 0.000" 1.915" 1.260" 3.619" 11.51 " 4.934" 39.31 " 0.188" 0.011" 0.000" 8 9 0.000" 0.000" 0.000" 1.525" 1.427" 3.220" 98.22 " 4.411" 19.08 " 0.149" 0.080" 0.000" 9 10 0.000" 0.000" 0.000" 1.230" 1.491" 2.721" 31.51 " 4.142" 10.28 " 0.301" 4.391" 0.000" 10 11 0.000" 0.000" 0.000" 1.079" 1.426" 2.649" 41.99 " 3.974" 7.364" 0.757" 7.748" 0.000" 11 12 0.000" 0.000" 0.000" 1.232" 1.402" 2.735" 146.6 " 30.46 " 18.54 " 0.761" 3.545" 0.000" 12 13 0.000" 0.000" 0.000" 1.781" 2.136" 2.814" 38.86 " 64.84 " 11.19 " 0.544" 1.573" 0.000" 13 14 0.000" 0.000" 0.000" 2.183" 4.859" 6.952" 21.03 " 22.29 " 6.690" 0.301" 0.712" 0.000" 14 15 0.000" 0.000" 0.000" 4.042" 3.298" 42.72 " 16.32 " 13.69 " 5.479" 0.155" 0.350" 0.000" 15 16 0.000" 0.000" 0.000" 3.105" 2.405" 31.84 " 16.83 " 10.05 " 4.369" 0.098" 0.162" 0.000" 16 17 0.000" 0.000" 0.000" 2.049" 2.221" 11.72 " 33.38 " 9.181" 3.371" 0.062" 0.071" 0.000" 17 18 0.000" 0.000" 0.000" 1.763" 2.129" 9.036" 16.27 " 10.03 " 2.658" 0.044" 0.022" 0.000" 18 19 0.000" 0.000" 0.000" 1.620" 2.049" 10.32 " 12.15 " 8.133" 2.281" 0.022" 0.006" 0.000" 19 20 0.000" 0.000" 0.000" 1.490" 1.932" 7.905" 10.56 " 8.508" 2.028" 2.973" 0.001" 0.000" 20 21 0.000" 0.000" 0.000" 1.448" 1.869" 6.209" 8.999" 10.56 " 1.773" 11.92 " 0.000" 0.000" 21 22 0.000" 0.000" 3.835" 1.554" 48.33 " 5.734" 7.991" 8.738" 1.546" 3.710" 0.001" 0.000" 22 23 0.000" 0.000" 377.6 $ 1.630" 30.79 " 28.34 " 7.120" 6.876" 1.363" 1.808" 0.015" 0.000" 23 24 0.000" 0.000" 22.52 " 1.531" 8.379" 17.66 " 6.585" 10.15 " 1.210" 1.009" 0.070" 0.000" 24 25 0.000" 0.000" 7.036" 1.347" 4.749" 8.453" 6.664" 7.925" 1.154" 0.574" 0.019" 0.000" 25 26 0.000" 0.000" 3.180" 1.215" 4.027" 6.296" 13.88 " 5.839" 1.007" 0.337" 0.000" 0.000" 26 27 0.000" 0.000" 2.211" 1.091" 28.06 " 5.485" 17.24 " 5.329" 0.988" 0.253" 0.000" 0.000" 27 28 0.000" 0.000" 1.664" 1.062" 17.49 " 5.258" 12.96 " 4.901" 1.059" 0.552" 0.000" 0.000" 28 29 0.000" 1.339" 1.127" 7.538" 5.216" 41.88 " 4.468" 1.028" 0.723" 0.000" 0.000" 29 30 0.000" 1.122" 1.268" 5.240" 4.800" 19.02 " 5.850" 0.856" 0.456" 0.000" 0.000" 30 31 0.000" 0.960" 4.527" 12.40 " 7.470" 0.200" 0.000" 31 Mean 0.000" 0.000" 13.60 $ 3.690" 6.380" 8.579" 22.26 " 10.37 " 5.817" 1.002" 0.630" 0.000" Median 0.000" 0.000" 0.000$ 1.587" 2.129" 5.237" 12.40 " 7.470" 3.583" 0.444" 0.013" 0.000" Maximum 0.000" 0.000" 377.6 $ 45.10 " 48.33 " 42.72 " 146.6 " 64.84 " 39.31 " 11.92 " 7.748" 0.000" Minimum 0.000" 0.000" 0.000$ 0.895" 1.013" 2.649" 4.317" 3.974" 0.856" 0.022" 0.000" 0.000" Total 0.000" 0.000" 421.5 $ 110.7 " 197.8 " 257.4 " 690.1 " 321.4 " 174.5 " 31.05 " 18.89 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 6.091$ " ... Relative Uncertainty +/-10% Ann. Median 1.229$ $ ... Relative Uncertainty +/-20% Annual Total 2223 $ Maximum Minimum Daily 377.6 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 3.072" 0.000" 0.000" 1.432" 16.84 " 148.4 " 81.37 " 18.01 " 9.156" 1.883" 0.025" 1 2 0.000" 1.544" 0.000" 0.000" 1.099" 26.07 " 51.04 " 80.78 " 68.03 " 19.97 " 1.743" 0.003" 2 3 0.000" 0.825" 0.000" 0.000" 0.925" 9.753" 35.76 " 93.24 " 41.82 " 48.03 " 71.24 " 0.000" 3 4 0.000" 0.395" 0.000" 0.000" 0.852" 6.729" 26.62 " 63.36 " 24.07 " 23.34 " 90.75 $ 0.000" 4 5 0.000" 0.165" 0.000" 0.000" 0.907" 5.224" 22.95 " 36.50 " 17.33 " 14.34 " 45.85 $ 0.000" 5 6 3.946" 0.047" 0.000" 0.000" 1.699" 4.065" 22.34 " 28.83 " 13.10 " 10.26 " 38.13 $ 0.028" 6 7 1.061" 0.007" 0.000" 0.000" 1.294" 3.425" 18.01 " 25.84 " 10.84 " 8.292" 15.71 $ 0.653" 7 8 0.258" 0.013" 0.000" 0.000" 0.871" 3.133" 15.50 " 25.23 " 9.214" 7.399" 35.01 $ 0.989" 8 9 0.043" 0.050" 0.000" 0.000" 0.720" 2.965" 13.27 " 26.48 " 8.373" 18.62 " 26.87 # 0.868" 9 10 0.001" 0.038" 0.000" 0.000" 0.582" 2.603" 11.98 " 19.59 " 7.661" 7.843" 10.23 # 0.492" 10 11 0.000" 0.020" 0.000" 0.000" 0.531" 2.339" 29.53 " 16.09 " 7.077" 5.891" 5.909# 0.240" 11 12 0.000" 0.007" 0.000" 0.000" 0.509" 1.993" 42.52 " 14.76 " 6.319" 5.144" 3.859# 0.700" 12 13 0.000" 0.000" 0.000" 0.000" 0.502" 1.764" 22.83 " 15.24 " 5.684" 5.177" 2.550# 137.6 " 13 14 0.000" 0.000" 0.000" 0.000" 0.487" 4.395" 16.70 " 88.53 " 5.742" 5.202" 2.126# 43.28 " 14 15 0.000" 0.000" 0.000" 0.000" 0.540" 11.13 " 91.98 " 69.80 " 6.063" 3.852" 1.767# 15.36 " 15 16 0.000" 0.000" 0.000" 0.000" 0.652" 9.767" 60.19 " 83.64 " 16.26 " 3.007" 1.003# 8.827" 16 17 0.000" 0.000" 0.000" 0.006" 0.984" 5.604" 26.27 " 32.18 " 29.58 " 2.588" 0.981# 5.465" 17 18 0.000" 0.000" 0.000" 0.008" 1.889" 6.456" 19.35 " 24.37 " 233.1 " 2.726" 2.294# 3.582" 18 19 0.000" 0.000" 0.000" 0.032" 1.503" 8.356" 17.45 " 20.60 " 68.99 " 4.137" 1.190# 2.321" 19 20 0.000" 0.000" 0.000" 0.034" 75.27 " 6.614" 23.06 " 16.61 " 30.14 " 2.956" 0.570# 1.642" 20 21 0.000" 0.000" 0.000" 0.058" 36.43 " 5.710" 41.83 " 18.71 " 48.49 " 2.352" 0.462# 1.085" 21 22 0.000" 0.000" 0.000" 0.080" 8.356" 4.579" 28.67 " 475.8 $ 51.83 " 3.575" 0.376# 0.651" 22 23 0.000" 0.000" 0.000" 0.093" 4.636" 6.208" 36.89 " 79.47 " 22.33 " 15.39 " 0.252# 0.363" 23 24 23.06 " 0.000" 0.000" 64.09 " 3.534" 58.60 " 21.75 " 63.59 " 15.28 " 8.943" 0.112" 0.212" 24 25 12.52 " 0.000" 0.000" 16.52 " 3.061" 235.8 " 18.62 " 38.54 " 12.11 " 35.16 " 0.050" 0.139" 25 26 3.281" 0.000" 0.000" 4.023" 2.656" 28.26 " 22.71 " 29.97 " 28.19 " 30.11 " 0.033" 0.101" 26 27 0.990" 0.000" 0.000" 8.746" 2.307" 17.35 " 17.30 " 26.20 " 48.33 " 13.63 " 0.052" 0.057" 27 28 0.362" 0.000" 0.000" 18.22 " 2.048" 290.6 $ 123.6 " 23.93 " 38.98 " 7.221" 0.081" 0.032" 28 29 15.16 " 0.000" 5.721" 1.895" 116.7 " 84.37 " 21.83 " 17.24 " 4.099" 0.066" 0.012" 29 30 67.20 " 0.000" 2.454" 37.64 " 185.6 " 50.72 " 19.86 " 11.37 " 2.790" 0.062" 0.003" 30 31 6.877" 0.000" 17.75 " 195.1 " 19.38 " 2.250" 0.007" 31 Mean 4.347" 0.221" 0.000" 4.003" 6.889" 36.28 $ 43.79 " 54.20 $ 30.72 " 10.76 " 12.04 $ 7.250" Median 0.000" 0.000" 0.000" 0.000" 1.432" 6.535$ 26.27 " 26.48 $ 17.28 " 7.221" 1.755$ 0.363" Maximum 67.20 " 3.072" 0.000" 64.09 " 75.27 " 290.6 $ 195.1 " 475.8 $ 233.1 " 48.03 " 90.75 $ 137.6 " Minimum 0.000" 0.000" 0.000" 0.000" 0.487" 1.764$ 11.98 " 14.76 $ 5.684" 2.250" 0.033$ 0.000" Total 134.8 " 6.184" 0.000" 120.1 " 213.6 "1089 $1357 "1680 $ 921.5 " 333.5 " 361.2 $ 224.8 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 17.65 $ " ... Relative Uncertainty +/-10% Ann. Median 2.790$ # ... Relative Uncertainty +/-15% Annual Total 6442 $ $ ... Relative Uncertainty +/-20% Maximum Minimum Daily 475.8 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.013" 0.000" 0.000" 0.000" 1.453" 9.633" 7.808" 18.95 " 8.390" 8.413" 0.253" 2.483" 1 2 0.068" 0.000" 0.000" 0.000" 1.077" 5.234" 7.454" 15.87 " 7.017" 6.024" 0.364" 1.081" 2 3 0.078" 0.000" 0.000" 0.016" 0.652" 3.517" 6.702" 15.50 " 27.91 " 6.022" 1.036" 0.550" 3 4 0.043" 0.000" 0.000" 0.672" 1.265" 2.360" 5.992" 12.77 " 155.8 " 5.678" 17.22 " 0.299" 4 5 0.067" 0.000" 0.000" 0.712" 27.32 " 1.866" 5.480" 10.05 " 51.15 " 4.415" 13.25 " 0.213" 5 6 0.116" 0.000" 0.000" 0.991" 10.00 " 1.848" 7.252" 12.74 " 32.33 " 3.475" 6.038" 0.188" 6 7 0.070" 0.000" 0.000" 0.610" 7.585" 19.65 " 20.35 " 39.76 " 17.48 " 2.925" 3.311" 0.349" 7 8 0.047" 0.000" 0.000" 0.273" 14.28 " 24.87 " 14.10 " 17.15 " 12.01 " 2.477" 2.103" 0.365" 8 9 0.031" 0.000" 0.000" 0.169" 5.702" 8.119" 8.917" 9.703" 9.479" 2.290" 1.347" 0.131" 9 10 0.004" 0.000" 0.000" 0.112" 3.053" 35.74 " 8.513" 7.214" 8.169" 1.834" 0.806" 0.068" 10 11 0.000" 0.000" 0.000" 0.085" 2.228" 59.32 " 13.70 " 6.235" 7.953" 1.380" 0.598" 0.088" 11 12 0.000" 0.000" 0.000" 0.065" 1.843" 45.84 " 8.958" 46.79 " 7.451" 1.093" 0.408" 15.78 " 12 13 0.000" 0.000" 0.000" 0.057" 1.598" 203.1 " 7.413" 53.35 " 5.720" 1.244" 0.333" 191.0 " 13 14 0.000" 0.000" 0.000" 0.094" 1.668" 37.19 " 7.106" 19.89 " 4.838" 3.471" 0.278" 39.25 " 14 15 0.000" 0.000" 0.000" 0.111" 1.750" 36.40 " 6.962" 22.46 " 4.304" 3.433" 0.200" 13.16 " 15 16 0.000" 0.000" 0.000" 0.144" 1.583" 21.48 " 9.960" 14.11 " 3.770" 2.429" 0.143" 6.798" 16 17 0.000" 0.000" 0.000" 0.188" 1.501" 17.11 " 11.90 " 10.48 " 3.464" 2.023" 0.100" 4.089" 17 18 0.000" 0.000" 0.000" 0.276" 1.435" 14.15 " 7.526" 8.672" 11.52 " 1.564" 0.080" 2.643" 18 19 0.000" 0.000" 0.000" 0.324" 1.367" 86.34 " 6.252" 7.395" 9.953" 1.313" 0.065" 1.834" 19 20 0.000" 0.000" 0.000" 1.359" 1.314" 45.59 " 5.984" 7.494" 7.594" 1.056" 0.048" 1.185" 20 21 0.000" 0.000" 0.000" 0.829" 1.262" 30.77 " 5.643" 42.01 " 21.92 " 0.802" 0.036" 0.817" 21 22 0.000" 0.000" 0.000" 0.937" 1.264" 19.26 " 5.413" 35.06 " 57.08 " 1.636" 0.031" 0.583" 22 23 0.000" 0.000" 0.000" 0.519" 1.235" 15.19 " 5.828" 15.99 " 17.33 " 2.344" 0.026" 0.438" 23 24 0.000" 0.000" 0.000" 0.887" 1.130" 13.45 " 7.139" 11.88 " 9.205" 1.394" 0.032" 0.297" 24 25 0.000" 0.000" 0.000" 0.593" 1.086" 12.25 " 5.870" 9.694" 15.65 " 0.926" 0.036" 0.214" 25 26 0.000" 0.000" 0.000" 0.462" 1.199" 11.44 " 5.623" 7.904" 32.11 " 0.586" 0.039" 0.148" 26 27 0.000" 0.000" 0.000" 0.619" 1.314" 17.42 " 5.299" 7.020" 147.6 " 0.433" 0.043" 0.095" 27 28 0.000" 0.000" 0.000" 0.706" 1.356" 12.11 " 4.714" 7.008" 38.60 " 0.329" 0.377" 0.105" 28 29 0.000" 0.000" 0.000" 1.696" 1.412" 9.214" 4.386" 6.368" 19.80 " 0.261" 6.500" 4.737" 29 30 0.000" 0.000" 3.328" 1.356" 8.304" 4.166" 5.594" 12.54 " 0.211" 6.271" 1.916" 30 31 0.000" 0.000" 1.768" 8.061" 5.245" 0.198" 0.513" 31 Mean 0.017" 0.000" 0.000" 0.561" 3.325" 27.63 " 7.757" 16.46 " 25.61 " 2.312" 2.046" 9.402" Median 0.000" 0.000" 0.000" 0.393" 1.435" 16.15 " 7.106" 11.88 " 11.76 " 1.636" 0.306" 0.550" Maximum 0.116" 0.000" 0.000" 3.328" 27.32 " 203.1 " 20.35 " 53.35 " 155.8 " 8.413" 17.22 " 191.0 " Minimum 0.000" 0.000" 0.000" 0.000" 0.652" 1.848" 4.166" 5.245" 3.464" 0.198" 0.026" 0.068" Total 0.536" 0.000" 0.000" 16.83 " 103.1 " 828.8 " 240.5 " 510.4 " 768.2 " 71.68 " 61.37 " 291.5 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 7.904" " ... Relative Uncertainty +/-10% Ann. Median 1.331" Annual Total 2893 " Maximum Minimum Daily 203.1 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.248" 0.000" 0.000" 0.570" 0.955" 10.43 " 5.541" 32.85 " 28.56 " 38.92 " 1.466" 0.421" 1 2 0.119" 0.000" 0.000" 0.482" 15.67 " 8.345" 5.181" 27.34 " 17.69 " 26.83 " 1.122" 0.249" 2 3 0.056" 0.000" 0.000" 0.412" 10.30 " 7.475" 5.350" 20.32 " 136.9 " 21.54 " 0.908" 0.202" 3 4 0.025" 0.000" 0.000" 0.348" 5.394" 7.102" 6.198" 17.18 " 148.0 " 17.28 " 0.930" 0.127" 4 5 0.021" 0.000" 0.000" 0.304" 3.213" 6.850" 5.511" 33.27 " 34.20 " 21.35 " 1.313" 0.076" 5 6 0.063" 0.000" 0.000" 0.298" 2.570" 6.498" 4.930" 143.7 " 23.41 " 27.25 " 1.558" 0.402" 6 7 0.327" 0.000" 0.000" 0.283" 2.391" 5.954" 4.552" 443.2 $ 20.03 " 17.69 " 1.821" 0.567" 7 8 0.492" 0.000" 0.000" 0.278" 16.46 " 5.475" 4.353" 385.8 $ 40.91 " 14.38 " 1.408" 0.465" 8 9 0.137" 0.000" 0.000" 0.291" 35.47 " 24.69 " 6.834" 108.4 " 23.52 " 17.50 " 0.900" 0.272& 9 10 0.037" 0.000" 0.000" 0.349" 40.36 " 26.06 " 19.23 " 73.70 " 20.44 " 17.75 " 0.609" 0.152& 10 11 0.011" 0.000" 0.003" 0.435" 11.19 " 11.59 " 11.81 " 64.33 " 108.1 " 12.91 " 0.407" 0.060" 11 12 0.006" 0.000" 0.503" 0.608" 6.285" 8.366" 8.982" 46.36 " 121.9 " 11.35 " 0.299" 0.045" 12 13 0.012" 0.000" 0.105" 1.395" 4.653" 7.217" 7.570" 50.08 " 44.26 " 9.040" 0.226" 0.034" 13 14 0.069" 0.000" 0.659" 1.553" 3.978" 6.518" 7.011" 43.13 " 109.9 " 7.295" 0.168" 0.022" 14 15 0.128" 0.000" 42.00 " 1.116" 3.541" 5.863" 10.78 " 68.50 " 193.6 " 6.159" 0.135" 0.010" 15 16 0.059" 0.000" 6.916" 0.904" 3.713" 5.291" 32.85 " 73.92 " 94.75 " 6.473" 0.111" 0.000" 16 17 0.011" 0.000" 2.852" 0.814" 44.06 " 6.267" 42.12 " 42.26 " 230.2 " 6.229" 0.109" 0.000" 17 18 0.003" 0.000" 1.746" 1.060" 16.71 " 6.433" 18.38 " 33.05 " 64.02 " 5.328" 0.093" 0.000" 18 19 0.003" 0.000" 1.255" 1.163" 9.112" 6.549" 12.27 " 27.36 " 53.42 " 11.01 " 0.061" 0.014" 19 20 0.000" 0.000" 0.874" 0.819" 129.2 " 7.309" 9.734" 24.18 " 71.36 " 48.47 " 0.064" 0.020" 20 21 0.000" 0.000" 0.585" 0.633" 50.11 " 6.723" 8.341" 22.97 " 60.18 " 27.79 " 0.064" 0.019" 21 22 0.000" 0.000" 0.455" 0.621" 18.91 " 5.882" 7.703" 20.68 " 126.4 " 12.62 " 0.542" 0.016" 22 23 0.000" 0.000" 0.365" 0.643" 13.03 " 5.637" 10.09 " 19.39 " 630.4 $ 7.913" 2.492" 0.016" 23 24 0.000" 0.000" 0.333" 0.652" 9.764" 9.842" 125.2 " 16.95 " 119.6 " 5.671" 0.911" 0.009" 24 25 0.000" 0.000" 0.366" 0.618" 8.059" 20.34 " 38.76 " 15.54 " 70.38 " 4.989" 0.509" 0.011" 25 26 0.000" 0.000" 7.175" 0.610" 7.174" 12.15 " 146.7 " 20.31 " 48.00 " 4.306" 0.376" 0.005" 26 27 0.000" 0.000" 4.757" 0.604" 6.556" 8.437" 153.1 " 35.72 " 37.53 " 3.659" 0.247" 0.020" 27 28 0.000" 0.000" 2.032" 0.646" 6.208" 7.780" 52.57 " 41.64 " 32.32 " 3.110" 0.157" 0.029" 28 29 0.000" 1.161" 0.727" 5.968" 7.414" 33.79 " 23.39 " 39.42 " 2.582" 0.185" 0.007" 29 30 0.000" 0.845" 0.749" 28.93 " 6.538" 31.16 " 41.61 " 98.74 " 2.038" 0.376" 0.000" 30 31 0.000" 0.690" 20.67 " 42.82 " 47.19 " 1.621" 0.000" 31 Mean 0.059" 0.000" 2.441" 0.666" 17.44 " 9.034" 28.37 " 66.59 $ 94.94 $ 13.58 " 0.652" 0.106& Median 0.011" 0.000" 0.455" 0.619" 9.112" 7.160" 10.09 " 35.72 $ 62.10 $ 11.01 " 0.391" 0.020& Maximum 0.492" 0.000" 42.00 " 1.553" 129.2 " 26.06 " 153.1 " 443.2 $ 630.4 $ 48.47 " 2.492" 0.567& Minimum 0.000" 0.000" 0.000" 0.278" 0.955" 5.291" 4.353" 15.54 $ 17.69 $ 1.621" 0.061" 0.000& Total 1.828" 0.000" 75.68 " 19.99 " 540.6 " 271.0 " 879.4 "2064 $2848 $ 421.0 " 19.57 " 3.272& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 19.57 & " ... Relative Uncertainty +/-10% Ann. Median 2.852& $ ... Relative Uncertainty +/-20% Annual Total 7145 & & ... Relative Uncertainty +/-30% Maximum Minimum Daily 630.4 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.139" 0.596" 6.347" 7.354" 16.95 " 32.46 $ 10.76 " 0.936" 0.663" 1 2 0.000" 0.000" 0.000" 0.102" 0.487" 6.245" 36.47 " 15.57 " 24.68 $ 8.985" 0.705" 1.480" 2 3 0.036" 0.000" 0.000" 0.067" 0.437" 5.646" 30.18 " 14.58 " 19.66 $ 6.995" 0.605" 0.973" 3 4 0.051" 0.000" 0.000" 0.055" 0.474" 4.930" 13.44 " 12.99 " 15.15 $ 5.606" 0.520" 0.515" 4 5 0.002" 0.000" 0.000" 0.102" 1.016" 4.379" 18.17 " 11.86 " 13.17 $ 10.48 " 0.436" 0.307" 5 6 0.000" 0.000" 0.000" 0.120" 1.655" 3.935" 71.93 " 10.86 " 16.84 $ 17.87 " 0.417" 0.214" 6 7 0.000" 0.000" 0.000" 0.109" 2.310" 3.593" 133.2 " 15.55 $ 30.82 $ 9.456" 0.771" 0.203" 7 8 0.000" 0.000" 0.000" 0.097" 22.13 " 3.500" 111.6 " 20.85 $ 156.2 $ 6.178" 0.851" 0.130" 8 9 0.000" 0.000" 0.000" 0.089" 9.192" 9.900" 40.55 " 13.66 $ 120.5 $ 5.143" 0.580" 0.104" 9 10 0.000" 0.000" 0.000" 0.085" 6.442" 21.25 " 29.55 " 10.76 $ 44.00 $ 4.260" 0.459" 0.066" 10 11 0.000" 0.000" 0.000" 0.076" 3.847" 17.80 " 24.60 " 9.841$ 31.11 " 3.680" 0.357" 0.054" 11 12 0.000" 0.000" 0.000" 0.053" 2.901" 10.93 " 23.40 " 8.271$ 23.72 " 3.124" 0.328" 0.040" 12 13 0.000" 0.632" 0.000" 0.046" 3.160" 8.367" 19.45 " 7.223$ 18.08 " 2.549" 0.300" 0.025" 13 14 0.000" 0.117" 0.000" 0.045" 2.344" 6.629" 61.37 " 6.243$ 14.17 " 2.171" 0.285" 0.019" 14 15 0.000" 0.016" 0.000" 0.044" 2.231" 5.852" 55.24 " 8.131$ 12.54 " 1.853" 0.312" 0.013" 15 16 0.000" 0.001" 0.000" 0.056" 2.264" 5.583" 29.92 " 8.225$ 10.84 " 1.566" 0.230" 0.021" 16 17 0.000" 0.000" 0.000" 0.069" 1.987" 22.09 " 22.13 " 7.908$ 9.398" 1.340" 0.183" 0.021" 17 18 0.000" 0.000" 0.029" 0.103" 1.765" 55.30 " 17.86 " 33.51 $ 8.507" 2.101" 0.156" 0.020" 18 19 0.000" 0.000" 0.029" 0.111" 5.052" 19.21 " 16.38 " 39.79 $ 7.508" 17.35 " 0.153" 0.013" 19 20 0.000" 0.000" 0.019" 0.127" 23.56 " 16.42 " 52.85 " 21.12 $ 6.956" 44.20 " 0.154" 0.002" 20 21 0.000" 0.000" 0.022" 0.118" 23.89 " 19.13 " 32.68 " 37.15 $ 20.93 " 15.36 " 0.159" 0.001" 21 22 0.000" 0.000" 0.012" 0.132" 8.133" 31.68 " 64.59 " 31.96 $ 64.11 " 8.415" 0.170" 0.012" 22 23 0.000" 0.000" 0.025" 0.153" 107.3 " 13.66 " 44.32 " 16.70 $ 22.22 " 6.063" 0.130" 0.027" 23 24 0.000" 0.000" 0.120" 0.188" 43.33 " 9.879" 30.51 " 11.99 $ 15.37 " 4.951" 0.107" 0.019" 24 25 0.000" 0.000" 0.149" 0.224" 31.76 " 8.599" 26.42 " 9.987$ 12.27 " 3.990" 0.074" 0.000" 25 26 0.000" 0.000" 0.077" 0.313" 23.77 " 8.436" 67.15 " 11.97 $ 9.946" 3.272" 0.094" 0.000" 26 27 0.000" 0.000" 0.085" 0.978" 14.73 " 9.780" 60.46 " 12.79 $ 46.26 " 2.560" 2.128" 0.000" 27 28 0.000" 0.000" 0.072" 1.981" 14.58 " 7.501" 36.59 " 10.10 $ 46.31 " 2.118" 3.984" 0.000" 28 29 0.000" 0.089" 1.357" 10.68 " 6.312" 35.88 " 98.71 $ 22.31 " 1.849" 1.842" 0.000" 29 30 0.000" 0.133" 0.808" 7.838" 6.018" 30.42 " 308.8 $ 14.44 " 1.614" 0.880" 0.000" 30 31 0.000" 0.208" 6.464" 23.10 " 58.79 $ 1.260" 0.000" 31 Mean 0.003" 0.027" 0.035" 0.265" 12.46 " 11.96 " 40.90 " 29.12 $ 29.68 $ 7.004" 0.610" 0.159" Median 0.000" 0.000" 0.000" 0.106" 5.052" 8.401" 30.51 " 12.99 $ 18.87 $ 4.260" 0.343" 0.021" Maximum 0.051" 0.632" 0.208" 1.981" 107.3 " 55.30 " 133.2 " 308.8 $ 156.2 $ 44.20 " 3.984" 1.480" Minimum 0.000" 0.000" 0.000" 0.044" 0.437" 3.500" 7.354" 6.243$ 6.956$ 1.260" 0.074" 0.000" Total 0.089" 0.767" 1.070" 7.944" 386.3 " 358.9 "1268 " 902.8 $ 890.5 $ 217.1 " 18.31 " 4.943" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 11.11 $ " ... Relative Uncertainty +/-10% Ann. Median 1.357$ $ ... Relative Uncertainty +/-20% Annual Total 4057 $ Maximum Minimum Daily 308.8 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.064" 0.000" 0.092" 8.839" 1.857" 3.144" 25.12 " 13.13 " 0.865" 1.769" 0.000" 1 2 0.000" 0.017" 0.000" 0.103" 3.932" 4.028" 3.524" 11.36 " 9.088" 0.654" 1.446" 0.000" 2 3 0.000" 0.026" 0.000" 0.094" 2.787" 5.651" 3.744" 7.509" 7.079" 0.513" 0.964" 0.000" 3 4 0.000" 0.031" 0.000" 0.102" 9.479" 4.570" 3.820" 6.158" 6.196" 0.455" 0.561" 0.000" 4 5 0.000" 0.026" 0.000" 0.118" 5.472" 3.668" 3.974" 5.482" 12.95 " 0.554" 0.400" 0.051" 5 6 0.000" 0.014" 0.000" 0.106" 3.344" 3.124" 4.008" 5.215" 9.124" 0.645" 0.295" 1.412" 6 7 0.000" 0.006" 0.000" 0.207" 2.441" 2.713" 6.000" 5.855" 5.655" 0.484" 0.230" 1.024" 7 8 0.000" 0.001" 0.000" 2.434" 2.068" 2.517" 7.190" 11.66 " 4.507" 0.464" 0.203" 0.310" 8 9 0.000" 0.000" 0.000" 4.150" 1.920" 2.347" 5.237" 17.46 " 3.787" 0.353" 0.159" 0.130" 9 10 0.000" 0.000" 0.000" 20.58 " 1.846" 2.235" 4.067" 11.93 " 4.938" 0.275" 0.112" 0.055" 10 11 0.000" 0.000" 0.000" 7.036" 1.775" 2.171" 3.477" 10.94 " 12.40 " 0.222" 0.066" 0.040" 11 12 0.000" 0.000" 0.000" 3.882" 1.674" 2.224" 3.035" 7.815" 59.91 " 0.224" 0.039" 0.036" 12 13 0.000" 0.000" 0.000" 2.966" 1.489" 2.158" 2.761" 7.192" 30.20 " 0.276" 0.023" 0.020" 13 14 0.000" 0.000" 0.139" 2.549" 1.333" 1.999" 2.612" 7.341" 13.21 " 0.440" 0.010" 0.004" 14 15 0.000" 0.000" 2.090" 2.610" 1.205" 1.884" 2.802" 6.182" 8.979" 0.371" 0.017" 0.001" 15 16 0.000" 0.000" 0.819" 1.824" 1.476" 1.921" 2.871" 5.042" 6.771" 0.338" 0.006" 0.000" 16 17 0.000" 0.000" 0.242" 1.361" 9.311" 2.010" 2.741" 9.571" 5.367" 0.216" 0.003" 0.000" 17 18 0.000" 0.000" 0.574" 1.072" 13.17 " 2.965" 2.998" 24.72 " 4.438" 0.217" 0.023" 0.000" 18 19 0.000" 0.000" 0.987" 0.897" 6.623" 9.904" 5.474" 14.51 " 3.742" 0.247" 0.004" 0.000" 19 20 0.000" 0.000" 0.369" 0.782" 3.879" 10.67 " 99.16 " 22.87 " 3.046" 0.342" 0.001" 0.000" 20 21 0.000" 0.000" 0.226" 0.721" 2.955" 26.47 " 42.72 " 23.26 " 2.634" 0.216" 0.000" 0.000" 21 22 0.000" 0.000" 0.167" 0.670" 2.809" 25.28 " 17.19 " 26.17 " 2.280" 0.171" 0.000" 0.000" 22 23 0.000" 0.000" 0.118" 0.633" 2.947" 10.98 " 25.08 " 12.71 " 1.977" 0.154" 0.000" 0.000" 23 24 0.000" 0.000" 0.097" 0.585" 2.876" 6.319" 14.52 " 8.492" 1.725" 0.131" 0.000" 0.000" 24 25 0.000" 0.000" 0.066" 0.532" 2.514" 4.844" 9.335" 6.756" 1.502" 0.113" 0.000" 0.000" 25 26 0.000" 0.000" 0.073" 0.510" 2.287" 4.317" 7.524" 5.829" 1.336" 0.100" 0.000" 0.000" 26 27 0.000" 0.000" 0.085" 0.514" 2.163" 3.857" 6.398" 5.283" 1.256" 0.104" 0.000" 0.000" 27 28 0.000" 0.000" 0.097" 0.513" 2.069" 3.514" 6.114" 5.549" 1.265" 0.101" 0.000" 0.000" 28 29 0.000" 0.112" 0.534" 1.964" 3.273" 7.060" 9.448" 1.194" 0.084" 0.000" 0.000" 29 30 0.494" 0.113" 0.889" 1.853" 3.149" 8.249" 18.61 " 1.052" 0.437" 0.000" 0.000" 30 31 0.457" 0.117" 1.823" 20.59 " 14.60 " 5.741" 0.000" 31 Mean 0.031" 0.007" 0.209" 1.969" 3.559" 5.421" 10.88 " 11.63 " 8.025" 0.500" 0.211" 0.099" Median 0.000" 0.000" 0.085" 0.695" 2.441" 3.211" 5.237" 9.448" 4.722" 0.276" 0.013" 0.000" Maximum 0.494" 0.064" 2.090" 20.58 " 13.17 " 26.47 " 99.16 " 26.17 " 59.91 " 5.741" 1.769" 1.412" Minimum 0.000" 0.000" 0.000" 0.092" 1.205" 1.857" 2.612" 5.042" 1.052" 0.084" 0.000" 0.000" Total 0.951" 0.184" 6.492" 59.07 " 110.3 " 162.6 " 337.4 " 360.6 " 240.7 " 15.51 " 6.331" 3.083" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 3.571" " ... Relative Uncertainty +/-10% Ann. Median 0.585" Annual Total 1303 " Maximum Minimum Daily 99.16 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.993" 0.000" 2.879" 4.806" 9.475" 10.98 " 23.13 " 55.02 " 23.67 " 1.145" 0.000" 1 2 0.000" 0.689" 0.000" 2.163" 3.804" 8.262" 9.261" 13.54 " 32.03 " 38.73 " 0.973" 0.000" 2 3 0.000" 0.468" 0.000" 1.702" 3.306" 7.652" 10.10 " 11.11 " 35.72 " 20.07 " 0.751" 0.000" 3 4 0.000" 0.279" 0.000" 1.429" 3.108" 11.20 " 11.72 " 61.91 " 25.83 " 18.60 " 0.616" 0.000" 4 5 0.000" 0.167" 0.000" 1.220" 2.949" 10.62 " 9.114" 50.39 " 20.76 " 13.76 " 0.534" 0.000" 5 6 0.000" 0.090" 0.000" 1.023" 3.009" 7.868" 8.077" 30.80 " 18.32 " 10.75 " 0.434" 0.000" 6 7 0.000" 0.050" 0.000" 0.941" 12.17 " 22.64 " 8.193" 82.39 " 41.27 " 18.92 " 0.282" 0.000" 7 8 0.000" 0.027" 0.000" 0.963" 11.53 " 21.72 " 21.21 " 131.6 " 62.70 " 41.18 " 0.225" 0.000" 8 9 0.000" 0.007" 0.000" 0.983" 6.249" 11.47 " 17.27 " 59.59 " 27.51 " 36.13 " 0.228" 0.000" 9 10 0.000" 0.000" 0.000" 0.985" 4.352" 12.82 " 65.36 " 32.51 " 22.19 " 14.69 " 0.305" 0.000" 10 11 0.000" 0.000" 0.000" 13.05 " 3.511" 13.96 " 31.57 " 37.70 " 25.42 " 9.504" 0.826" 0.000" 11 12 0.000" 0.000" 0.000" 22.82 " 3.027" 10.62 " 16.49 " 48.86 " 18.14 " 7.233" 0.816" 53.87 " 12 13 0.000" 0.000" 0.000" 15.53 " 2.736" 62.35 " 11.73 " 28.01 " 13.58 " 5.757" 0.468" 44.54 " 13 14 0.000" 0.000" 0.000" 8.994" 5.217" 35.44 " 10.24 " 22.46 " 12.27 " 5.244" 0.382" 9.894" 14 15 0.000" 0.000" 0.000" 5.540" 5.491" 23.84 " 10.15 " 23.77 " 13.27 " 5.693" 0.208" 4.365" 15 16 0.000" 0.000" 0.000" 4.184" 4.584" 16.69 " 10.05 " 29.20 " 22.49 " 5.870" 0.191" 2.289" 16 17 0.000" 0.000" 0.000" 4.650" 3.573" 15.45 " 30.55 " 84.11 " 15.95 " 4.798" 0.148" 1.269" 17 18 0.000" 0.000" 0.000" 6.251" 3.284" 13.92 " 46.29 " 100.0 " 12.88 " 4.073" 0.198" 0.733" 18 19 14.75 " 0.000" 0.000" 5.647" 3.250" 11.97 " 19.01 " 35.25 " 42.47 " 3.583" 0.134" 0.477" 19 20 44.74 " 0.000" 0.000" 3.924" 3.298" 13.16 " 13.61 " 38.74 " 21.23 " 6.248" 0.067" 0.316" 20 21 30.57 " 0.000" 0.000" 2.920" 65.48 " 12.03 " 87.60 " 30.32 " 13.51 " 5.351" 0.039" 0.219" 21 22 8.668" 0.000" 0.000" 2.348" 43.34 " 10.15 " 44.45 " 31.93 " 18.23 " 3.808" 0.028" 0.156" 22 23 4.112" 0.000" 1.271" 2.076" 27.71 " 9.196" 24.57 " 21.40 " 26.77 " 2.894" 0.021" 0.097" 23 24 2.098" 0.000" 3.678" 1.921" 51.33 " 8.115" 19.97 " 17.94 " 16.61 " 2.471" 0.011" 0.059" 24 25 1.193" 0.000" 2.760" 1.980" 31.38 " 10.87 " 16.72 " 14.66 " 14.02 " 2.417" 0.004" 0.029" 25 26 0.761" 0.000" 28.42 " 2.947" 26.01 " 13.03 " 14.73 " 14.44 " 11.15 " 2.209" 0.002" 0.021" 26 27 0.445" 0.000" 94.28 " 4.167" 15.87 " 9.105" 12.88 " 251.7 " 23.10 " 2.038" 0.000" 0.042" 27 28 0.250" 0.000" 17.19 " 4.490" 51.17 " 21.98 " 12.00 " 94.97 " 30.65 " 1.759" 0.000" 0.071" 28 29 0.140" 0.000" 8.789" 4.748" 29.18 " 35.75 " 11.70 " 53.55 " 15.91 " 1.691" 0.000" 0.135" 29 30 0.313" 5.654" 5.765" 15.94 " 15.48 " 17.29 " 36.87 " 11.66 " 1.531" 0.000" 0.219" 30 31 1.381" 3.938" 11.65 " 29.93 " 62.77 " 1.274" 0.095" 31 Mean 3.530" 0.095" 5.355" 4.608" 14.91 " 16.23 " 21.38 " 50.83 " 24.02 " 10.39 " 0.301" 3.835" Median 0.000" 0.000" 0.000" 2.934" 5.217" 12.42 " 14.73 " 35.25 " 20.99 " 5.693" 0.203" 0.071" Maximum 44.74 " 0.993" 94.28 " 22.82 " 65.48 " 62.35 " 87.60 " 251.7 " 62.70 " 41.18 " 1.145" 53.87 " Minimum 0.000" 0.000" 0.000" 0.941" 2.736" 7.652" 8.077" 11.11 " 11.15 " 1.274" 0.000" 0.000" Total 109.4 " 2.769" 166.0 " 138.2 " 462.3 " 486.8 " 662.8 "1576 " 720.6 " 321.9 " 9.036" 118.9 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 13.05 " " ... Relative Uncertainty +/-10% Ann. Median 4.358" Annual Total 4775 " Maximum Minimum Daily 251.7 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.024" 0.000" 0.107" 0.321" 0.603" 2.477" 36.15 " 103.5 " 20.50 " 8.009" 0.953" 0.000" 1 2 0.011" 0.000" 0.133" 0.299" 0.615" 2.433" 40.08 " 41.16 " 21.85 " 6.736" 0.680" 0.000" 2 3 0.006" 0.000" 0.162" 0.266" 0.630" 2.474" 15.05 " 34.47 " 17.33 " 5.633" 0.540" 0.000" 3 4 0.000" 0.000" 0.120" 0.245" 0.678" 3.374" 12.69 " 32.05 " 15.47 " 4.884" 0.455" 0.000" 4 5 0.000" 0.000" 0.127" 0.249" 0.762" 3.157" 13.92 " 26.03 " 14.44 " 4.360" 0.330" 0.010" 5 6 0.000" 0.000" 0.088" 0.274" 0.800" 2.993" 19.12 " 22.13 " 13.16 " 4.074" 0.232" 0.040" 6 7 0.000" 0.000" 0.069" 0.270" 0.823" 2.607" 56.44 " 20.46 " 12.13 " 4.355" 0.175" 0.068" 7 8 0.000" 0.000" 0.048" 0.249" 0.830" 2.364" 28.91 " 93.01 " 11.65 " 4.449" 0.137" 0.017" 8 9 0.000" 0.000" 0.047" 0.244" 1.025" 2.178" 15.56 " 233.2 " 11.05 " 4.276" 0.153" 0.001" 9 10 0.000" 48.16 " 0.055" 0.257" 1.056" 2.055" 11.51 " 105.1 " 10.18 " 4.453" 0.188" 0.001" 10 11 0.000" 53.58 " 0.039" 0.290" 0.914" 2.049" 9.773" 55.14 " 9.819" 4.592" 0.209" 2.234" 11 12 0.000" 26.36 " 0.114" 0.298" 0.872" 2.031" 11.82 " 171.4 " 9.420" 3.569" 0.271" 1.710" 12 13 0.000" 11.90 " 0.181" 0.335" 0.950" 2.015" 12.28 " 231.2 " 8.223" 3.006" 0.207" 0.558" 13 14 0.000" 6.700" 0.498" 0.375" 1.242" 2.216" 9.433" 444.7 $ 7.197" 2.540" 0.137" 0.238" 14 15 0.000" 4.156" 0.497" 0.431" 5.524" 2.453" 23.94 " 324.7 " 6.764" 2.197" 0.050" 0.107" 15 16 0.000" 3.035" 0.327" 0.462" 4.545" 2.604" 45.67 " 111.8 " 6.321" 2.653" 0.054" 0.057" 16 17 0.000" 2.003" 0.216" 0.505" 3.333" 2.581" 17.06 " 74.26 " 5.851" 14.49 " 0.089" 0.127" 17 18 0.000" 1.262" 0.199" 0.614" 2.407" 2.483" 10.85 " 79.45 " 5.416" 12.19 " 0.161" 1.060" 18 19 0.000" 0.862" 0.243" 0.762" 17.20 " 2.440" 14.45 " 135.7 " 5.255" 6.488" 0.176" 2.011" 19 20 0.000" 0.630" 0.178" 0.726" 23.31 " 2.527" 52.16 " 76.97 " 5.279" 4.028" 0.115" 0.872" 20 21 0.000" 0.458" 0.249" 0.702" 15.37 " 2.567" 70.92 " 60.33 " 25.96 " 2.836" 0.062" 0.513" 21 22 0.000" 0.369" 1.064" 0.716" 11.69 " 3.261" 95.34 " 51.94 " 80.12 " 2.461" 0.018" 0.322" 22 23 0.000" 0.347" 1.163" 0.652" 6.759" 21.77 " 45.24 " 44.64 " 49.57 " 2.457" 0.005" 0.176" 23 24 0.000" 0.327" 1.449" 0.613" 5.706" 13.68 " 42.68 " 35.11 " 21.26 " 2.319" 0.001" 0.072" 24 25 0.000" 0.274" 1.142" 0.565" 4.957" 7.288" 28.11 " 30.63 " 31.05 " 1.814" 0.000" 0.032" 25 26 0.000" 0.205" 1.004" 0.528" 4.615" 5.362" 45.67 " 27.91 " 20.73 " 2.049" 0.000" 0.009" 26 27 0.000" 0.148" 0.945" 0.521" 4.048" 4.502" 44.95 " 25.53 " 15.11 " 2.977" 0.000" 0.004" 27 28 0.000" 0.113" 0.649" 0.552" 3.476" 3.995" 89.43 " 21.86 " 12.67 " 2.702" 0.000" 0.003" 28 29 0.000" 0.551" 0.560" 3.001" 3.533" 99.32 " 19.54 " 11.04 " 2.326" 0.000" 0.000" 29 30 0.000" 0.470" 0.570" 2.702" 5.167" 59.31 " 18.94 " 9.753" 1.726" 0.000" 0.000" 30 31 0.000" 0.385" 2.591" 69.13 " 19.50 " 1.265" 0.000" 31 Mean 0.001" 5.746" 0.404" 0.448" 4.291" 4.021" 37.00 " 89.43 $ 16.48 " 4.255" 0.180" 0.330" Median 0.000" 0.337" 0.216" 0.446" 2.591" 2.574" 28.91 " 51.94 $ 11.89 " 3.569" 0.137" 0.040" Maximum 0.024" 53.58 " 1.449" 0.762" 23.31 " 21.77 " 99.32 " 444.7 $ 80.12 " 14.49 " 0.953" 2.234" Minimum 0.000" 0.000" 0.039" 0.244" 0.603" 2.015" 9.433" 18.94 $ 5.255" 1.265" 0.000" 0.000" Total 0.041" 160.9 " 12.52 " 13.45 " 133.0 " 120.6 "1147 "2772 $ 494.5 " 131.9 " 5.398" 10.24 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 13.70 $ " ... Relative Uncertainty +/-10% Ann. Median 1.262$ $ ... Relative Uncertainty +/-20% Annual Total 5002 $ Maximum Minimum Daily 444.7 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.342" 1.147" 0.155" 0.701" 23.88 " 14.41 " 163.3 " 41.15 " 10.82 " 0.690" 0.422" 1 2 0.000" 0.316" 0.635" 0.099" 0.655" 11.93 " 40.76 " 132.8 " 32.85 " 8.128" 0.560" 0.335" 2 3 0.000" 0.319" 0.344" 0.088" 0.622" 7.798" 78.20 " 197.6 " 27.33 " 7.480" 0.945" 0.275" 3 4 0.000" 0.349" 0.205" 0.094" 0.584" 6.294" 121.4 " 266.8 " 28.31 " 18.11 " 1.289" 0.170" 4 5 0.000" 0.344" 0.171" 0.084" 0.581" 22.07 " 142.7 " 129.5 " 33.76 " 20.31 " 0.859" 0.094" 5 6 0.000" 0.324" 0.123" 0.107" 0.643" 37.12 " 47.82 " 77.61 " 30.55 " 12.41 " 0.728" 1.391" 6 7 0.000" 0.359" 0.344" 0.119" 0.813" 20.57 " 33.34 " 75.63 " 28.29 " 9.138" 0.712" 1.728" 7 8 0.000" 0.321" 0.149" 0.121" 0.819" 12.51 " 27.26 " 67.38 " 28.08 " 7.672" 0.604" 0.748" 8 9 0.000" 0.278" 0.064" 0.175" 0.784" 11.88 " 23.48 " 286.9 " 23.37 " 6.507" 0.493" 0.318" 9 10 0.000" 0.185" 0.038" 0.278" 0.778" 113.8 " 20.23 " 128.0 " 20.82 " 5.394" 0.401" 0.128" 10 11 0.000" 0.133" 0.015" 0.421" 0.774" 50.91 " 17.78 " 74.19 " 22.28 " 4.747" 0.340" 0.070" 11 12 0.000" 0.055" 0.007" 0.352" 0.728" 23.72 " 16.03 " 58.74 " 18.19 " 4.310" 0.347" 0.045" 12 13 0.000" 0.015" 0.014" 0.371" 0.709" 20.88 " 30.97 " 47.68 " 19.32 " 4.730" 0.437" 0.020" 13 14 0.000" 0.006" 0.066" 0.396" 0.716" 14.17 " 40.25 " 131.5 " 18.74 " 8.907" 0.345" 0.011" 14 15 0.000" 0.003" 0.125" 0.370" 0.777" 11.36 " 91.92 " 75.70 " 13.90 " 10.64 " 0.195" 0.018" 15 16 668.0 $ 0.001" 0.043" 0.386" 0.773" 9.924" 56.08 " 51.27 " 11.48 " 7.014" 0.109" 0.033" 16 17 119.8 " 0.001" 0.031" 0.406" 0.791" 8.707" 44.57 " 46.12 " 10.52 " 4.521" 0.083" 0.058" 17 18 28.48 " 0.000" 0.030" 0.401" 0.787" 34.52 " 31.95 " 35.76 " 10.16 " 3.556" 0.064" 0.076" 18 19 14.90 " 0.000" 0.025" 0.441" 0.765" 43.42 " 35.20 " 30.17 " 9.861" 3.653" 0.068" 0.039" 19 20 8.992" 0.000" 0.028" 0.455" 0.768" 24.06 " 25.12 " 28.14 " 9.012" 3.094" 0.072" 0.016" 20 21 5.820" 0.000" 0.051" 0.495" 0.787" 16.81 " 142.4 " 46.86 " 7.918" 3.834" 0.105" 0.002" 21 22 3.974" 0.000" 0.053" 2.310" 0.804" 13.54 " 179.7 " 63.76 " 7.221" 3.425" 0.203" 0.000" 22 23 2.784" 0.000" 0.032" 4.994" 0.838" 11.44 " 133.9 " 35.38 " 6.673" 3.093" 8.229" 0.000" 23 24 2.037" 0.000" 0.046" 2.695" 0.966" 9.916" 66.44 " 26.73 " 6.230" 2.716" 3.529" 0.000" 24 25 1.603" 5.143" 0.131" 2.112" 44.41 " 8.812" 140.2 $ 23.92 " 5.547" 2.370" 2.742" 0.000" 25 26 1.342" 9.272" 0.200" 1.449" 78.63 " 8.252" 375.3 $ 21.90 " 4.920" 1.931" 2.653" 0.000" 26 27 1.150" 3.049" 0.375" 1.169" 29.49 " 77.51 " 98.09 " 20.67 " 4.533" 1.600" 1.796" 0.000" 27 28 0.820" 1.980" 0.331" 1.027" 19.30 " 62.64 " 66.34 " 68.87 " 4.309" 1.265" 1.309" 0.000" 28 29 0.618" 0.187" 0.907" 10.93 " 24.94 " 54.08 " 188.0 " 6.330" 1.060" 0.992" 0.000" 29 30 0.457" 0.140" 0.769" 7.303" 17.43 " 52.69 " 123.2 " 14.17 " 0.859" 0.607" 0.000" 30 31 0.370" 0.183" 16.49 " 41.47 " 56.47 " 0.756" 0.000" 31 Mean 27.78 $ 0.814" 0.172" 0.775" 7.242" 25.36 " 73.87 $ 89.70 " 16.86 " 5.937" 1.050" 0.193" Median 0.370$ 0.159" 0.123" 0.399" 0.784" 17.12 " 47.82 $ 67.38 " 14.04 " 4.521" 0.582" 0.033" Maximum 668.0 $ 9.272" 1.147" 4.994" 78.63 " 113.8 " 375.3 $ 286.9 " 41.15 " 20.31 " 8.229" 1.728" Minimum 0.000$ 0.000" 0.007" 0.084" 0.581" 6.294" 14.41 $ 20.67 " 4.309" 0.756" 0.064" 0.000" Total 861.1 $ 22.80 " 5.333" 23.25 " 224.5 " 760.8 "2290 $2781 " 505.8 " 184.1 " 31.51 " 5.998" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 21.08 $ " ... Relative Uncertainty +/-10% Ann. Median 1.342$ $ ... Relative Uncertainty +/-20% Annual Total 7696 $ Maximum Minimum Daily 668.0 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.109" 0.742" 1.609" 48.20 " 7.423" 108.8 " 3.722" 5.781" 0.000" 1 2 0.000" 0.000" 0.000" 0.118" 0.761" 1.475" 25.56 " 6.802" 144.6 " 3.313" 7.915" 0.000" 2 3 0.000" 0.000" 0.000" 0.131" 0.793" 1.345" 17.86 " 6.657" 111.2 " 2.989" 5.715" 0.000" 3 4 0.000" 0.000" 0.000" 0.230" 0.940" 1.293" 27.70 " 8.818" 61.74 " 3.545" 3.498" 0.000" 4 5 0.000" 0.000" 0.000" 0.233" 1.088" 1.314" 85.17 " 17.86 " 40.83 " 6.724" 2.303" 0.000" 5 6 0.000" 0.000" 0.000" 0.148" 2.228" 1.387" 41.53 " 60.12 " 30.69 " 6.329" 1.557" 0.000" 6 7 0.000" 0.000" 0.000" 0.153" 2.164" 30.99 " 30.70 " 28.40 " 25.21 " 4.846" 1.063" 0.000" 7 8 0.000" 0.000" 0.000" 0.166" 1.931" 34.33 " 24.29 " 16.42 " 22.29 " 4.010" 0.680" 0.000" 8 9 0.000" 0.000" 0.000" 0.192" 1.524" 31.94 " 20.26 " 13.30 " 19.53 " 3.420" 0.438" 0.000" 9 10 0.000" 0.000" 0.000" 0.229" 1.208" 35.46 " 17.33 " 11.76 " 16.06 " 2.981" 0.285" 0.000" 10 11 0.000" 0.000" 0.000" 0.222" 1.098" 73.63 " 14.52 " 10.61 " 12.99 " 2.617" 0.168" 0.000" 11 12 0.000" 0.000" 0.000" 0.226" 1.053" 32.83 " 12.78 " 9.391" 11.29 " 3.631" 0.080" 0.000" 12 13 0.000" 0.000" 0.000" 0.243" 1.058" 16.41 " 11.97 " 8.909" 10.05 " 3.207" 0.058" 0.000" 13 14 0.000" 0.000" 0.000" 0.326" 1.136" 12.19 " 11.07 " 18.28 " 8.979" 3.111" 0.045" 0.000" 14 15 0.000" 0.000" 0.000" 0.484" 1.207" 9.851" 10.09 " 37.99 " 8.212" 2.462" 0.020" 0.000" 15 16 0.000" 0.000" 0.000" 0.673" 2.820" 8.344" 9.181" 30.18 " 7.182" 2.053" 0.010" 0.000" 16 17 0.000" 0.000" 0.000" 0.687" 4.823" 7.967" 8.581" 100.3 " 6.635" 1.877" 0.008" 0.000" 17 18 0.000" 0.000" 0.000" 0.593" 3.773" 6.964" 9.294" 31.80 " 6.570" 1.596" 0.001" 0.000" 18 19 0.000" 0.000" 0.488" 4.591" 2.755" 6.005" 24.59 " 18.89 " 14.09 " 1.319" 0.000" 0.000" 19 20 0.000" 0.000" 3.069" 3.418" 2.385" 5.361" 65.02 " 14.42 " 13.13 " 1.133" 0.000" 0.000" 20 21 0.000" 0.000" 5.992" 2.362" 2.154" 5.109" 33.64 " 11.91 " 9.090" 0.935" 0.000" 0.000" 21 22 0.000" 0.000" 2.394" 1.633" 1.891" 8.795" 25.79 " 10.35 " 7.205" 0.769" 0.000" 0.000" 22 23 0.000" 0.000" 1.082" 1.175" 1.862" 86.07 " 18.23 " 25.17 " 6.058" 0.728" 0.000" 0.000" 23 24 0.000" 0.000" 0.562" 0.954" 1.884" 58.12 " 15.33 " 23.66 " 5.479" 0.741" 0.000" 0.000" 24 25 0.000" 0.000" 0.319" 0.834" 1.913" 24.00 " 15.65 " 14.35 " 4.937" 0.597" 0.000" 0.000" 25 26 0.000" 0.000" 0.221" 0.751" 1.868" 24.56 " 13.74 " 10.96 " 5.165" 0.565" 0.000" 0.000" 26 27 0.000" 0.000" 0.180" 0.688" 1.750" 80.02 " 12.65 " 9.109" 4.971" 0.481" 0.000" 0.000" 27 28 0.000" 0.000" 0.143" 0.652" 1.678" 60.66 " 11.16 " 8.069" 4.683" 0.352" 0.000" 0.000" 28 29 0.000" 0.121" 0.668" 1.661" 25.44 " 9.669" 16.20 " 4.338" 0.270" 0.000" 0.000" 29 30 0.000" 0.121" 0.696" 1.715" 32.84 " 8.659" 156.6 " 3.899" 0.428" 0.000" 0.000" 30 31 0.000" 0.112" 1.705" 8.075" 263.5 " 2.835" 0.000" 31 Mean 0.000" 0.000" 0.478" 0.786" 1.792" 24.21 " 22.20 " 32.52 " 24.53 " 2.374" 0.987" 0.000" Median 0.000" 0.000" 0.000" 0.539" 1.715" 14.30 " 15.65 " 14.42 " 9.571" 2.462" 0.015" 0.000" Maximum 0.000" 0.000" 5.992" 4.591" 4.823" 86.07 " 85.17 " 263.5 " 144.6 " 6.724" 7.915" 0.000" Minimum 0.000" 0.000" 0.000" 0.109" 0.742" 1.293" 8.075" 6.657" 3.899" 0.270" 0.000" 0.000" Total 0.000" 0.000" 14.80 " 23.58 " 55.57 " 726.3 " 688.3 "1008 " 736.0 " 73.59 " 29.62 " 0.000" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 9.194" " ... Relative Uncertainty +/-10% Ann. Median 1.082" Annual Total 3356 " Maximum Minimum Daily 263.5 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 1.374" 0.386" 0.333" 9.229" 30.72 " 12.32 " 21.71 " 6.781" 3.214" 0.052" 1 2 0.000" 0.000" 1.110" 0.400" 0.336" 6.990" 21.28 " 11.30 " 51.30 " 6.494" 11.28 " 0.060" 2 3 0.000" 0.000" 0.827" 0.348" 0.365" 5.809" 16.41 " 25.41 " 29.05 " 6.208" 20.19 " 0.025" 3 4 0.000" 0.000" 0.642" 0.287" 0.863" 5.002" 13.82 " 25.04 " 14.84 " 5.009" 8.992" 0.008" 4 5 0.000" 0.000" 0.523" 0.339" 3.757" 5.073" 12.35 " 19.63 " 12.02 " 3.847" 4.408" 0.000" 5 6 0.000" 0.000" 0.410" 0.494" 17.75 " 4.741" 28.63 " 14.09 " 111.9 " 3.081" 2.432" 0.000" 6 7 0.000" 0.000" 0.324" 0.422" 11.85 " 4.408" 57.19 " 10.92 " 206.2 " 2.997" 1.617" 0.000" 7 8 0.000" 0.000" 0.249" 0.287" 6.588" 3.805" 37.25 " 9.586" 48.92 " 12.95 " 1.134" 0.000" 8 9 0.000" 0.000" 0.176" 0.223" 3.842" 3.340" 26.12 " 26.64 " 30.19 " 14.18 " 5.129" 0.000" 9 10 0.000" 0.000" 0.163" 0.197" 2.738" 3.077" 17.55 " 102.0 " 34.66 " 7.567" 17.13 " 0.000" 10 11 0.000" 0.000" 0.151" 0.206" 2.160" 20.22 " 13.62 " 53.58 " 26.08 " 5.184" 12.08 " 0.000" 11 12 0.000" 0.000" 0.094" 0.256" 1.854" 34.93 " 11.97 " 31.61 " 16.47 " 3.792" 6.116" 0.000" 12 13 0.000" 0.000" 0.035" 0.294" 1.656" 15.69 " 19.77 " 21.49 " 12.67 " 2.983" 4.694" 0.000" 13 14 0.000" 0.000" 0.058" 0.304" 1.537" 9.481" 71.14 " 15.90 " 10.72 " 2.647" 4.450" 0.000" 14 15 0.000" 0.000" 4.469" 0.270" 1.412" 7.039" 45.13 " 15.12 " 9.376" 2.470" 4.661" 0.000" 15 16 0.000" 0.000" 3.007" 0.267" 1.349" 6.155" 42.55 " 51.49 " 8.058" 2.180" 4.071" 0.000" 16 17 0.000" 0.000" 1.538" 0.268" 1.320" 13.28 " 104.2 " 43.98 " 6.732" 1.900" 3.134" 0.000" 17 18 0.000" 0.000" 1.761" 0.334" 1.305" 59.95 " 53.23 " 28.29 " 5.776" 1.551" 2.535" 0.000" 18 19 0.000" 0.000" 1.149" 2.212" 1.296" 27.53 " 31.28 " 17.99 " 8.261" 1.245" 2.014" 0.000" 19 20 0.000" 0.000" 0.848" 1.882" 1.265" 12.83 " 23.48 " 13.70 " 17.42 " 1.002" 1.371" 0.000" 20 21 0.000" 0.000" 0.718" 1.457" 1.267" 9.113" 19.24 " 11.82 " 12.95 " 0.944" 0.950" 0.000" 21 22 0.000" 0.000" 0.735" 1.207" 1.289" 8.684" 16.76 " 10.82 " 8.872" 0.807" 0.594" 0.000" 22 23 0.000" 0.000" 0.733" 1.157" 1.295" 67.48 " 30.77 " 10.08 " 6.861" 0.617" 0.351" 0.000" 23 24 0.000" 0.000" 0.601" 0.953" 1.938" 39.67 " 24.43 " 9.129" 5.503" 0.476" 0.178" 0.000" 24 25 0.000" 14.14 " 0.469" 0.781" 19.63 " 18.57 " 15.98 " 8.342" 4.377" 0.348" 0.060" 0.000" 25 26 0.000" 5.475" 0.408" 0.657" 17.01 " 16.90 " 20.47 " 7.750" 5.675" 0.241" 0.025" 0.000" 26 27 0.000" 2.850" 0.523" 0.591" 8.146" 50.44 " 22.05 " 7.142" 13.87 " 0.163" 0.019" 0.000" 27 28 0.000" 2.170" 0.529" 0.550" 6.126" 45.75 " 48.55 " 6.724" 12.41 " 0.163" 0.020" 0.000" 28 29 0.000" 1.700" 0.484" 0.455" 38.94 " 111.3 " 26.69 " 6.496" 9.116" 0.132" 0.019" 0.000" 29 30 0.000" 0.431" 0.380" 44.26 " 59.20 " 17.36 " 5.682" 7.792" 0.063" 0.081" 0.000" 30 31 0.000" 0.402" 15.57 " 14.48 " 5.153" 0.056" 0.000" 31 Mean 0.000" 0.908" 0.805" 0.596" 7.066" 22.86 " 30.15 " 20.62 " 25.66 " 3.164" 4.098" 0.005" Median 0.000" 0.000" 0.523" 0.383" 1.854" 11.15 " 23.48 " 13.70 " 12.54 " 2.180" 2.483" 0.000" Maximum 0.000" 14.14 " 4.469" 2.212" 44.26 " 111.3 " 104.2 " 102.0 " 206.2 " 14.18 " 20.19 " 0.060" Minimum 0.000" 0.000" 0.035" 0.197" 0.333" 3.077" 11.97 " 5.153" 4.377" 0.056" 0.019" 0.000" Total 0.000" 26.34 " 24.94 " 17.87 " 219.0 " 685.7 " 934.5 " 639.2 " 769.7 " 98.07 " 122.9 " 0.145" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 9.668" " ... Relative Uncertainty +/-10% Ann. Median 1.636" Annual Total 3538 " Maximum Minimum Daily 206.2 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.057" 0.387^ 19.82 ^ 27.28 ^ 22.76 ^ 780.6 ^ 40.69 ^ 15.84 ^ 6.765^ 0.209" 1 2 0.000" 0.000" 0.464" 0.455^ 8.979^ 19.79 ^ 20.75 ^ 244.4 ^ 56.29 ^ 23.77 ^ 5.551^ 0.169" 2 3 0.000" 0.000" 11.51 " 0.404^ 5.824^ 16.48 ^ 17.26 ^ 143.0 ^ 38.82 ^ 22.18 ^ 4.708" 0.123" 3 4 0.000" 0.000" 69.68 " 0.322^ 4.740^ 14.05 ^ 43.03 ^ 110.3 ^ 26.68 ^ 16.25 ^ 4.210" 0.083" 4 5 0.000" 0.000" 65.24 " 0.310^ 239.3 ^ 12.33 ^ 131.1 ^ 89.38 ^ 21.85 ^ 18.22 ^ 3.609" 0.060" 5 6 0.000" 0.000" 22.39 " 0.303^ 76.22 ^ 16.14 ^ 65.53 ^ 75.62 ^ 18.29 ^ 20.06 ^ 3.156" 0.031" 6 7 0.000" 17.87 " 12.39 " 0.335^ 37.67 ^ 19.73 ^ 101.5 ^ 66.14 ^ 15.46 ^ 14.43 ^ 2.888" 0.016" 7 8 0.000" 54.05 " 8.639" 0.639^ 23.11 ^ 14.88 ^ 51.38 ^ 64.34 ^ 13.18 ^ 13.29 ^ 2.576" 0.009" 8 9 0.000" 25.13 " 6.816" 0.658^ 17.01 ^ 12.30 ^ 140.4 ^ 158.4 ^ 199.8 ^ 11.35 ^ 2.208" 0.006" 9 10 0.000" 9.070" 4.958" 0.502^ 14.42 ^ 31.03 ^ 319.2 ^ 367.2 ^ 168.5 ^ 9.468^ 1.862" 0.009" 10 11 0.000" 4.679" 3.756" 7.012^ 12.36 ^ 39.44 ^ 85.19 ^ 177.4 ^ 53.12 ^ 11.48 ^ 1.564" 0.002" 11 12 0.000" 2.911" 3.195" 58.24 ^ 11.37 ^ 21.48 ^ 140.7 ^ 93.24 ^ 34.39 ^ 18.74 ^ 1.342" 0.003" 12 13 0.000" 1.896" 2.369" 34.33 ^ 10.97 ^ 15.18 ^ 376.3 ^ 76.05 ^ 26.97 ^ 14.31 ^ 1.136" 0.003" 13 14 0.000" 1.263" 1.767" 13.16 ^ 9.456^ 20.35 ^ 190.2 ^ 61.66 ^ 22.26 ^ 10.27 ^ 0.895" 0.019" 14 15 0.000" 0.916" 1.375" 7.180^ 8.720^ 21.71 ^ 134.0 ^ 52.29 ^ 20.00 ^ 8.309^ 0.764" 0.025" 15 16 0.000" 0.614" 1.155" 5.029^ 8.118^ 15.35 ^ 80.77 ^ 47.22 ^ 135.3 ^ 6.960^ 0.792" 0.020" 16 17 0.000" 0.370" 1.043" 3.919^ 7.804^ 12.32 ^ 63.34 ^ 43.18 ^ 80.00 ^ 5.788^ 0.978" 0.063" 17 18 0.000" 0.271" 0.878" 3.209^ 7.920^ 10.45 ^ 64.57 ^ 40.05 ^ 40.71 ^ 5.048^ 1.188" 0.135" 18 19 0.000" 0.153" 0.715" 2.756^ 8.737^ 9.517^ 70.23 ^ 43.26 ^ 38.99 ^ 16.87 ^ 1.375" 0.192" 19 20 0.000" 0.132" 0.538" 2.580^ 7.397^ 42.51 ^ 91.63 ^ 60.87 ^ 29.45 ^ 78.92 ^ 1.150" 0.130" 20 21 0.000" 0.114" 0.429" 2.367^ 6.452^ 61.96 ^ 367.3 ^ 45.99 ^ 21.81 ^ 51.24 ^ 1.733" 0.061" 21 22 0.348" 0.089" 0.344" 2.057^ 16.70 ^ 30.18 ^ 129.4 ^ 44.92 ^ 17.24 ^ 24.27 ^ 23.84 " 0.024" 22 23 0.034" 0.092" 0.308" 1.928^ 89.48 ^ 22.86 ^ 90.91 ^ 35.29 ^ 14.47 ^ 13.43 ^ 11.63 " 0.004" 23 24 0.002" 0.095" 0.302" 1.919^ 90.89 ^ 17.35 ^ 78.19 ^ 29.47 ^ 12.52 ^ 9.011^ 4.879" 0.000" 24 25 0.000" 0.063" 0.313^ 1.714^ 33.55 ^ 13.90 ^ 57.40 ^ 26.29 ^ 11.08 ^ 7.556^ 2.640" 0.000" 25 26 0.000" 0.034" 0.293^ 1.560^ 19.74 ^ 12.17 ^ 170.2 ^ 25.89 ^ 10.74 ^ 11.53 ^ 1.590" 0.000" 26 27 0.000" 0.017" 0.307^ 1.519^ 14.91 ^ 12.80 ^ 982.9 ^ 26.00 ^ 12.25 ^ 47.44 ^ 0.996" 0.000" 27 28 0.000" 0.008" 0.301^ 1.405^ 12.25 ^ 52.78 ^ 200.1 ^ 23.92 ^ 15.91 ^ 36.99 ^ 0.641" 0.000" 28 29 0.000" 0.260^ 3.047^ 25.50 ^ 52.57 ^ 446.8 ^ 25.39 ^ 15.12 ^ 17.84 ^ 0.411" 0.000" 29 30 0.000" 0.207^ 37.25 ^ 89.44 ^ 33.52 ^ 390.4 ^ 29.88 ^ 13.99 ^ 10.96 ^ 0.268" 0.000" 30 31 0.000" 0.210^ 48.39 ^ 261.5 ^ 33.77 ^ 7.987^ 0.000" 31 Mean 0.012" 4.280" 7.168^ 6.550^ 31.85 ^ 23.41 ^ 173.7 ^ 101.3 ^ 40.86 ^ 18.70 ^ 3.245^ 0.045" Median 0.000" 0.123" 0.878^ 1.924^ 14.42 ^ 18.54 ^ 101.5 ^ 52.29 ^ 22.06 ^ 14.31 ^ 1.661^ 0.016" Maximum 0.348" 54.05 " 69.68 ^ 58.24 ^ 239.3 ^ 61.96 ^ 982.9 ^ 780.6 ^ 199.8 ^ 78.92 ^ 23.84 ^ 0.209" Minimum 0.000" 0.000" 0.057^ 0.303^ 4.740^ 9.517^ 17.26 ^ 23.92 ^ 10.74 ^ 5.048^ 0.268^ 0.000" Total 0.383" 119.8 " 222.2 ^ 196.5 ^ 987.2 ^ 702.4 ^5385 ^3141 ^1226 ^ 579.8 ^ 97.34 ^ 1.396" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 34.68 ^ " ... Relative Uncertainty +/-10% Ann. Median 9.011^ ^ ... Relative Uncertainty +/-50% Annual Total 12659 ^ Maximum Minimum Daily 982.9 ^ 0.000^ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 3.031" 1.112" 3.967" 8.110" 40.80 " 18.04 " 5.391" 10.14 " 0.157" 1 2 0.000" 0.000" 0.000" 2.040" 1.104" 4.059" 7.384" 177.8 " 16.58 " 5.136" 6.814" 0.115" 2 3 0.000" 0.000" 0.000" 1.521" 1.201" 4.063" 6.879" 216.7 " 17.11 " 5.153" 5.273" 0.072" 3 4 0.000" 0.000" 0.000" 1.794" 1.204" 4.034" 6.558" 103.1 " 26.57 " 4.892" 4.130" 0.072" 4 5 0.000" 0.000" 0.000" 1.645" 1.110" 3.934" 6.947" 61.39 " 79.52 " 5.425" 3.190" 0.096" 5 6 0.000" 0.000" 0.000" 1.661" 1.025" 3.760" 8.607" 48.36 " 47.37 " 6.172" 2.706" 0.147" 6 7 0.000" 0.000" 0.000" 1.340" 0.986" 3.511" 8.776" 112.0 " 32.35 " 6.648" 2.685" 0.158" 7 8 0.000" 0.000" 0.000" 1.085" 0.970" 3.351" 8.271" 111.3 " 25.44 " 6.088" 2.531" 2.039" 8 9 0.000" 0.000" 0.000" 0.998" 1.016" 5.801" 14.01 " 141.6 " 21.47 " 5.094" 2.531" 2.175" 9 10 0.000" 0.000" 0.000" 1.039" 1.082" 15.81 " 61.72 " 86.01 " 18.70 " 5.045" 2.881" 1.760" 10 11 0.000" 0.000" 0.000" 2.180" 1.159" 25.36 " 28.59 " 55.83 " 16.57 " 5.469" 4.231" 1.008" 11 12 0.000" 0.000" 0.000" 1.747" 6.955" 29.03 " 15.92 " 45.48 " 14.87 " 7.765" 4.145" 0.546" 12 13 0.000" 0.000" 0.000" 1.614" 14.10 " 28.11 " 12.13 " 46.34 " 71.29 " 7.255" 3.541" 0.315" 13 14 0.000" 0.000" 0.000" 1.331" 10.21 " 16.23 " 23.13 " 81.84 " 68.80 " 5.752" 2.779" 0.187" 14 15 0.000" 0.000" 0.000" 1.128" 5.566" 11.23 " 71.14 " 48.28 " 32.24 " 4.822" 2.110" 0.114" 15 16 0.000" 0.000" 0.000" 1.022" 4.048" 10.12 " 32.39 " 173.6 " 22.95 " 4.236" 1.622" 0.073" 16 17 0.000" 0.000" 0.000" 0.921" 3.256" 10.05 " 22.43 " 483.1 $ 18.05 " 3.767" 1.301" 0.042" 17 18 0.000" 0.000" 0.000" 0.828" 6.780" 34.68 " 32.81 " 190.8 " 16.06 " 3.347" 2.315" 0.032" 18 19 0.000" 0.000" 0.000" 0.805" 5.970" 60.74 " 26.46 " 95.31 " 18.59 " 2.945" 3.801" 0.019" 19 20 0.000" 0.000" 0.000" 0.839" 6.332" 25.11 " 18.86 " 72.12 " 22.89 " 2.617" 3.502" 0.007" 20 21 0.000" 0.000" 0.000" 0.842" 5.133" 21.84 " 62.15 " 59.52 " 19.31 " 2.587" 2.798" 0.001" 21 22 0.000" 0.000" 0.000" 0.831" 4.395" 18.80 " 50.61 " 51.20 " 16.35 " 2.551" 1.847" 0.000" 22 23 0.000" 0.000" 0.000" 0.836" 21.39 " 22.32 " 111.5 " 40.98 " 13.59 " 3.394" 1.364" 0.000" 23 24 0.000" 0.000" 0.000" 0.869" 54.36 " 29.78 " 150.6 " 35.62 " 12.71 " 21.93 " 1.021" 0.000" 24 25 0.000" 0.000" 0.000" 0.928" 22.99 " 19.55 " 51.30 " 33.72 " 11.69 " 21.92 " 0.825" 0.000" 25 26 0.000" 0.000" 0.000" 1.363" 10.62 " 13.50 " 47.56 " 30.77 " 10.52 " 11.94 " 0.751" 0.000" 26 27 0.000" 0.000" 0.461" 1.497" 7.082" 11.22 " 57.76 " 29.36 " 9.346" 7.758" 0.652" 0.000" 27 28 0.000" 0.000" 1.262" 1.445" 5.646" 10.70 " 39.36 " 27.97 " 8.323" 5.907" 0.519" 0.000" 28 29 0.000" 2.176" 1.337" 4.865" 9.822" 48.03 " 23.91 " 7.300" 6.509" 0.387" 0.000" 29 30 0.000" 1.528" 1.201" 4.375" 8.935" 56.30 " 21.90 " 6.179" 14.98 " 0.230" 0.000" 30 31 0.000" 1.089" 4.179" 37.16 " 20.09 " 16.69 " 0.000" 31 Mean 0.000" 0.000" 0.210" 1.324" 7.104" 15.65 " 36.56 " 89.25 $ 24.03 " 7.070" 2.754" 0.295" Median 0.000" 0.000" 0.000" 1.266" 4.395" 11.22 " 28.59 " 55.83 $ 18.05 " 5.425" 2.608" 0.072" Maximum 0.000" 0.000" 2.176" 3.031" 54.36 " 60.74 " 150.6 " 483.1 $ 79.52 " 21.93 " 10.14 " 2.175" Minimum 0.000" 0.000" 0.000" 0.805" 0.970" 3.351" 6.558" 20.09 $ 6.179" 2.551" 0.230" 0.000" Total 0.000" 0.000" 6.516" 39.72 " 220.2 " 469.4 "1133 "2767 $ 720.8 " 219.2 " 82.61 " 9.136" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 15.53 $ " ... Relative Uncertainty +/-10% Ann. Median 2.798$ $ ... Relative Uncertainty +/-20% Annual Total 5668 $ Maximum Minimum Daily 483.1 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023 Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 0.000" [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 0 22 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 0.000" " ... Relative Uncertainty +/-10% Ann. Median 0.000" [ ... Not Available Annual Total 0.000" Missing Days 328 Maximum Minimum Daily 0.000" 0.000"