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Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd 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 56.48 " 56.97 " 117.7 " 33.23 " 5.678" 2.241" 1 2 [ ] [ ] [ ] 0.000 0.000 0.078" 37.30 " 46.73 " 223.2 " 30.26 " 5.190" 2.214" 2 3 [ ] [ ] [ ] 0.000 0.000 0.486" 26.77 " 40.37 " 175.4 " 27.89 " 4.867" 2.172" 3 4 [ ] [ ] 0.000 0.000 0.000 0.706" 20.43 " 41.11 " 279.8 " 25.99 " 4.782" 2.125" 4 5 [ ] [ ] 0.000 0.000 0.000 0.498! 15.33 " 177.2 " 237.0 " 24.31 " 5.003" 2.059" 5 6 [ ] [ ] 0.000 0.000 0.000 0.265! 12.12 " 185.1 " 238.3 " 22.01 " 5.873" 1.915" 6 7 [ ] [ ] 0.000 0.000 0.000 0.175! 10.18 " 103.2 " 324.3 " 20.22 " 11.05 " 1.827" 7 8 [ ] [ ] 0.000 0.000 0.000 0.142" 15.06 " 79.22 " 221.3 " 19.03 " 13.27 " 1.725" 8 9 [ ] [ ] 0.000 0.000 0.000 0.125" 35.27 " 62.77 " 144.5 " 17.98 " 11.33 " 1.630" 9 10 [ ] [ ] 0.000 0.000 0.000 0.108" 54.42 " 53.38 " 117.0 " 16.65 " 8.611" 1.521" 10 11 [ ] [ ] 0.000 0.000 0.000 0.093" 35.89 " 46.39 " 102.4 " 15.72 " 6.929" 1.487" 11 12 [ ] [ ] 0.000 0.000 0.000 0.084" 24.56 " 59.21 " 150.7 " 17.56 " 6.872" 1.313" 12 13 [ ] [ ] 0.000 0.000 0.000 0.077" 18.99 " 95.67 " 298.5 " 24.25 " 9.548" 1.171" 13 14 [ ] [ ] 0.000 0.000 0.000 0.076" 15.42 " 167.1 " 179.9 " 22.03 " 9.385" 1.081" 14 15 [ ] [ ] 0.000 0.000 0.000 0.073" 12.77 " 138.6 " 164.1 " 18.02 " 7.757" 0.999" 15 16 [ ] [ ] 0.000 0.000 0.000 0.076" 10.75 " 82.38 " 159.5 " 15.92 " 7.308" 0.910" 16 17 [ ] [ ] 0.000 0.000 0.000 1.264" 9.507" 66.98 " 118.8 " 16.75 " 12.60 " 0.850" 17 18 [ ] [ ] 0.000 0.000 0.000 1.411" 8.937" 68.88 " 95.71 " 15.53 " 13.31 " 0.790" 18 19 [ ] [ ] 0.000 0.000 0.000 1.953" 8.784" 58.84 " 82.41 " 13.83 " 10.44 " 0.752" 19 20 [ ] [ ] 0.000 0.000 0.000 0.846" 8.079" 51.61 " 72.42 " 12.39 " 8.379" 0.722" 20 21 [ ] [ ] 0.000 0.000 0.000 0.823" 7.918" 49.17 " 65.06 " 11.08 " 6.999" 0.687" 21 22 [ ] [ ] 0.000 0.000 0.000 0.811" 7.377" 44.35 " 59.24 " 10.17 " 6.034" 0.664" 22 23 [ ] [ ] 0.000 0.000 0.000 0.566" 6.794" 72.69 " 56.14 " 9.438" 5.237" 0.665" 23 24 [ ] [ ] 0.000 0.000 0.000 0.477" 42.68 " 110.3 " 56.23 " 8.750" 4.473" 0.655" 24 25 [ ] [ ] 0.000 0.000 0.000 0.809" 235.2 " 168.8 " 50.78 " 8.412" 3.931" 0.636" 25 26 [ ] [ ] 0.000 0.000 0.000 1.777" 275.1 " 144.5 " 44.86 " 8.096" 3.523" 0.638" 26 27 [ ] [ ] 0.000 0.000 0.000 7.810" 148.2 " 115.4 " 42.25 " 7.680" 3.093" 0.687" 27 28 [ ] [ ] 0.000 0.000 0.000 65.87 " 91.39 " 151.2 " 39.86 " 7.392" 2.728" 0.800" 28 29 [ ] 0.000 0.000 0.000 121.9 " 68.42 " 187.6 " 38.38 " 7.110" 2.492" 0.758" 29 30 [ ] 0.000 0.000 0.000 89.19 " 101.9 " 150.1 " 36.42 " 6.732" 2.322" 1.105" 30 31 [ ] 0.000 0.000 84.82 " 107.1 " 6.208" 2.098" 31 Mean [ ] [ ] 0.000 0.000 0.000 9.954! 48.61 " 96.21 " 133.1 " 16.15 " 6.967" 1.255" Median [ ] [ ] 0.000 0.000 0.000 0.492! 20.43 " 79.22 " 117.4 " 15.92 " 6.453" 1.081" Maximum [ ] [ ] 0.000 0.000 0.000 121.9 ! 275.1 " 187.6 " 324.3 " 33.23 " 13.31 " 2.241" Minimum [ ] [ ] 0.000 0.000 0.000 0.000! 6.794" 40.37 " 36.42 " 6.208" 2.322" 0.636" Total [ ] [ ] 0.000 0.000 0.000 298.6 !1507 "2983 "3992 " 500.6 " 209.0 " 38.90 " Missing Days 31 28 3 0 0 0 0 0 0 0 0 0 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 31.45 ! ! ... Not reviewed / Quality not known Ann. Median 3.931! " ... Relative Uncertainty +/-10% Annual Total 9529 ! [ ... Not Available Missing Days 62 Maximum Minimum Daily 324.3 ! 0.000! Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd 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 2.075" 0.157" 0.000 0.000 0.963" 19.15 " 19.08 " 16.96 " 37.17 " 24.00 " 17.95 " 6.052" 1 2 1.469" 0.144" 0.000 0.000 0.608" 14.68 " 17.97 " 24.46 " 37.14 " 26.75 " 14.17 " 5.611" 2 3 1.146" 0.134" 0.000 0.000 0.429" 12.17 " 17.23 " 55.50 " 51.08 " 24.37 " 11.45 " 4.911" 3 4 0.981" 0.130" 0.000 0.000 0.341" 10.04 " 26.12 " 42.55 " 54.11 " 22.11 " 9.472" 4.311" 4 5 0.851" 0.130" 0.000 0.000 0.301" 26.69 " 69.15 " 32.08 " 95.61 " 20.71 " 9.486" 3.891" 5 6 0.731" 0.121" 0.000 0.000 0.440" 73.70 " 109.5 " 45.88 " 94.58 " 19.51 " 20.48 " 3.613" 6 7 0.645" 0.111" 0.000 0.000 1.686" 50.80 " 101.6 " 111.4 " 61.94 " 22.77 " 31.75 " 3.400" 7 8 0.572" 0.093" 0.013" 0.000 1.990" 30.38 " 89.10 " 145.8 " 55.61 " 40.86 " 75.95 " 3.328" 8 9 0.521" 0.090" 0.095" 0.000 1.607" 22.84 " 66.33 " 115.3 " 94.39 " 42.35 " 99.31 " 3.519" 9 10 0.483" 0.095" 0.046" 0.000 1.325" 18.51 " 48.99 " 79.87 " 73.12 " 29.86 " 52.02 " 3.421" 10 11 0.478" 0.098" 0.030" 0.000 1.136" 15.68 " 40.06 " 62.42 " 52.04 " 24.69 " 32.33 " 3.159" 11 12 0.482" 0.034" 0.033" 0.000 0.870" 22.00 " 33.96 " 51.97 " 42.17 " 21.67 " 24.54 " 2.906" 12 13 0.459" 0.031" 0.026" 0.000 0.717" 104.4 " 29.52 " 45.18 " 43.62 " 20.20 " 18.94 " 2.756" 13 14 0.450" 0.036" 0.014" 0.000 0.628" 89.15 " 26.36 " 43.86 " 166.8 " 18.14 " 14.74 " 2.849" 14 15 0.447" 0.031" 0.017" 0.000 0.704" 51.08 " 25.82 " 58.96 " 178.3 " 16.09 " 11.63 " 2.688" 15 16 0.426" 0.037" 0.055" 0.000 0.809" 38.28 " 34.85 " 72.91 " 105.6 " 14.50 " 19.30 " 2.446" 16 17 0.415" 0.033" 0.054" 0.000 1.444" 29.66 " 33.13 " 54.10 " 80.93 " 13.16 " 59.79 " 2.326" 17 18 0.393" 0.028" 0.053" 0.022" 1.392" 24.28 " 26.26 " 48.30 " 68.24 " 11.82 " 67.03 " 2.201" 18 19 0.354" 0.032" 0.038" 0.048" 1.618" 20.36 " 22.57 " 84.12 " 58.58 " 10.61 " 40.72 " 2.017" 19 20 0.320" 0.040" 0.059" 0.043" 1.823" 21.53 " 20.67 " 88.12 " 50.64 " 9.744" 28.88 " 1.771" 20 21 0.295" 0.047" 0.055" 0.045" 1.742" 96.10 " 18.97 " 90.34 " 44.60 " 9.337" 22.12 " 1.550" 21 22 0.289" 0.116" 0.039" 0.064" 1.126" 122.6 " 17.38 " 86.42 " 39.85 " 8.748" 17.01 " 1.359" 22 23 0.288" 0.107" 0.024" 0.047" 0.918" 76.71 " 16.18 " 69.79 " 36.58 " 8.447" 14.19 " 1.192" 23 24 0.295" 0.080" 0.008" 0.039" 0.850" 51.60 " 15.18 " 62.81 " 33.56 " 8.222" 12.72 " 1.084" 24 25 0.294" 0.040" 0.002" 0.037" 0.995" 41.22 " 14.58 " 51.12 " 31.23 " 7.966" 11.30 " 0.996" 25 26 0.280" 0.025" 0.001" 0.067" 7.135" 34.55 " 20.88 " 44.37 " 29.11 " 7.592" 10.22 " 0.941" 26 27 0.262" 0.005" 0.000" 0.035" 31.58 " 29.06 " 30.91 " 39.84 " 27.45 " 7.176" 9.251" 1.694" 27 28 0.237" 0.000" 0.000 0.019" 69.64 " 24.69 " 26.22 " 36.15 " 25.86 " 6.622" 8.301" 3.590" 28 29 0.227" 0.000 0.000 0.886" 54.04 " 21.66 " 21.28 " 36.45 " 24.40 " 6.274" 7.312" 3.019" 29 30 0.208" 0.000 1.701" 33.23 " 19.80 " 18.71 " 51.35 " 23.91 " 10.67 " 6.497" 2.220" 30 31 0.180" 0.000 26.32 " 18.00 " 44.49 " 18.22 " 1.755" 31 Mean 0.534" 0.070" 0.021" 0.102" 8.013" 40.44 " 34.73 " 61.06 " 60.61 " 17.20 " 25.96 " 2.793" Median 0.426" 0.047" 0.013" 0.000" 1.136" 27.87 " 26.12 " 51.97 " 50.86 " 16.09 " 17.48 " 2.756" Maximum 2.075" 0.157" 0.095" 1.701" 69.64 " 122.6 " 109.5 " 145.8 " 178.3 " 42.35 " 99.31 " 6.052" Minimum 0.180" 0.000" 0.000" 0.000" 0.301" 10.04 " 14.58 " 16.96 " 23.91 " 6.274" 6.497" 0.941" Total 16.55 " 2.024" 0.660" 3.051" 248.4 "1213 "1076 "1893 "1818 " 533.2 " 778.9 " 86.57 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 20.96 " " ... Relative Uncertainty +/-10% Ann. Median 7.452" Annual Total 7670 " Maximum Minimum Daily 178.3 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd 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 1.437" 0.161" 0.000 0.000 0.263" 0.493" 66.16 " 28.60 " 73.72 " 14.76 " 4.634" 1.392" 1 2 1.249" 0.165" 0.000 0.000 0.243" 0.455" 66.41 " 29.27 " 57.76 " 13.82 " 4.141" 1.387" 2 3 1.069" 0.145" 0.000 0.000 0.524" 0.439" 40.02 " 52.64 " 48.08 " 13.30 " 5.576" 1.298" 3 4 0.861" 0.130" 0.000 0.000 0.453" 0.516" 28.05 " 88.68 " 40.52 " 12.80 " 6.069" 1.252" 4 5 0.706" 0.107" 0.000 0.000 0.328" 0.694" 20.94 " 78.83 " 35.73 " 14.98 " 4.615" 1.234" 5 6 0.601" 0.072" 0.000 0.000 0.281" 0.778" 15.96 " 76.82 " 31.93 " 15.93 " 3.676" 1.083" 6 7 0.532" 0.070" 0.000 0.000 0.277" 4.423" 12.81 " 52.68 " 29.14 " 13.71 " 3.563" 0.955" 7 8 0.459" 0.053" 0.634" 0.000 0.280" 5.599" 10.79 " 40.91 " 28.15 " 11.85 " 8.883" 0.852" 8 9 0.407" 0.146" 0.297" 1.964" 0.278" 4.847" 9.581" 53.57 " 30.44 " 10.55 " 14.03 " 0.747" 9 10 0.371" 0.219" 0.173" 0.868" 0.272" 3.962" 8.729" 56.59 " 28.45 " 9.568" 11.08 " 0.670" 10 11 0.353" 0.116" 0.117" 0.492" 0.271" 3.243" 13.81 " 40.78 " 25.65 " 8.677" 8.229" 0.640" 11 12 0.340" 0.070" 0.089" 0.351" 0.287" 2.903" 13.63 " 38.68 " 23.32 " 8.832" 6.172" 0.604" 12 13 0.343" 0.043" 0.086" 0.253" 0.296" 2.622" 79.71 " 39.77 " 21.39 " 9.913" 5.043" 0.593" 13 14 0.346" 0.037" 0.105" 0.205" 0.271" 2.277" 158.7 " 32.91 " 20.31 " 9.936" 4.194" 0.632" 14 15 0.313" 0.044" 0.106" 0.163" 0.264" 2.081" 81.48 " 28.26 " 19.91 " 9.107" 3.786" 0.576" 15 16 0.291" 0.057" 0.079" 0.145" 0.254" 2.965" 52.54 " 25.11 " 19.12 " 8.206" 3.464" 0.534" 16 17 0.288" 0.029" 0.060" 0.141" 0.250" 5.196" 38.21 " 22.46 " 24.03 " 7.546" 3.007" 0.511" 17 18 0.279" 0.029" 0.043" 0.142" 0.240" 4.005" 34.07 " 34.17 " 41.74 " 6.931" 2.627" 0.587" 18 19 0.320" 0.059" 0.058" 0.138" 0.230" 3.191" 36.56 " 99.58 " 33.20 " 6.467" 2.339" 0.637" 19 20 0.343" 0.045" 0.044" 0.133" 0.222" 2.713" 35.37 " 153.0 " 25.63 " 6.165" 2.171" 0.668" 20 21 0.319" 0.015" 0.028" 0.127" 0.232" 2.757" 29.74 " 96.57 " 25.73 " 6.244" 2.191" 0.657" 21 22 0.292" 0.004" 0.023" 0.121" 0.222" 3.224" 24.74 " 68.99 " 44.19 " 5.933" 2.562" 0.564" 22 23 0.259" 0.000" 0.022" 0.118" 0.211" 2.958" 21.16 " 62.98 " 37.69 " 5.508" 2.750" 0.464" 23 24 0.245" 0.000 0.013" 0.121" 0.214" 2.997" 18.86 " 114.3 " 29.01 " 5.157" 2.336" 0.444" 24 25 0.264" 0.000 0.008" 0.157" 0.392" 4.777" 18.79 " 153.5 " 24.57 " 4.771" 1.986" 0.451" 25 26 0.265" 0.000 0.004" 0.222" 2.179" 4.534" 18.23 " 137.1 " 21.28 " 4.802" 1.690" 0.395" 26 27 0.235" 0.000 0.000" 0.254" 1.711" 4.000" 47.44 " 198.6 " 18.46 " 5.123" 1.460" 0.348" 27 28 0.222" 0.000 0.000 0.318" 1.072" 3.532" 77.69 " 125.1 " 16.69 " 9.067" 1.315" 0.344" 28 29 0.233" 0.000 0.347" 0.794" 11.66 " 48.84 " 90.49 " 16.22 " 8.877" 1.263" 0.390" 29 30 0.213" 0.000 0.304" 0.632" 19.05 " 34.77 " 81.83 " 15.88 " 6.695" 1.302" 0.331" 30 31 0.172" 0.000 0.541" 28.99 " 88.83 " 5.593" 0.272" 31 Mean 0.440" 0.065" 0.064" 0.236" 0.451" 3.763" 38.48 " 73.93 " 30.27 " 9.059" 4.205" 0.694" Median 0.320" 0.049" 0.022" 0.142" 0.277" 3.094" 29.74 " 62.98 " 26.94 " 8.832" 3.513" 0.604" Maximum 1.437" 0.219" 0.634" 1.964" 2.179" 19.05 " 158.7 " 198.6 " 73.72 " 15.93 " 14.03 " 1.392" Minimum 0.172" 0.000" 0.000" 0.000" 0.211" 0.439" 8.729" 22.46 " 15.88 " 4.771" 1.263" 0.272" Total 13.63 " 1.817" 1.988" 7.082" 13.98 " 112.9 "1193 "2292 " 908.0 " 280.8 " 126.2 " 21.51 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 13.62 " " ... Relative Uncertainty +/-10% Ann. Median 1.298" Annual Total 4972 " Maximum Minimum Daily 198.6 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd 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 0.244" 0.000 0.146" 0.187" 0.020" 0.765" 16.87 " 117.4 " 42.60 " 14.94 " 6.102" 2.242" 1 2 0.211" 0.000 0.106" 0.176" 0.015" 0.659" 18.02 " 74.44 " 35.51 " 13.21 " 5.577" 2.127" 2 3 0.171" 0.000 0.084" 0.245" 0.014" 0.572" 30.54 " 52.22 " 32.39 " 12.02 " 5.707" 1.853" 3 4 0.157" 0.000 0.095" 0.175" 0.023" 0.523" 25.18 " 39.86 " 30.81 " 11.08 " 7.061" 1.649" 4 5 0.152" 0.000 0.078" 0.150" 0.084" 0.490" 20.08 " 33.69 " 28.17 " 10.81 " 6.724" 1.565" 5 6 0.141" 0.000 0.059" 0.119" 0.152" 0.497" 18.52 " 31.91 " 25.59 " 11.51 " 5.855" 1.438" 6 7 0.104" 0.000 0.033" 0.091" 0.371" 0.479" 16.30 " 36.56 " 23.50 " 10.52 " 5.209" 1.257" 7 8 0.092" 0.000 0.024" 0.071" 0.389" 0.442" 13.31 " 36.57 " 21.65 " 9.628" 8.291" 1.232" 8 9 0.168" 0.000 0.054" 0.090" 0.255" 0.454" 10.95 " 40.43 " 19.91 " 9.047" 20.00 " 1.098" 9 10 0.257" 0.000 0.153" 0.118" 0.269" 0.482" 9.290" 32.59 " 19.47 " 8.553" 14.16 " 0.973" 10 11 0.216" 0.000 0.296" 0.105" 0.269" 0.472" 8.181" 30.95 " 22.61 " 8.304" 10.35 " 0.913" 11 12 0.186" 0.000 0.221" 0.091" 0.260" 0.449" 8.351" 33.10 " 20.86 " 11.27 " 8.243" 0.851" 12 13 0.151" 0.000 0.168" 0.088" 0.442" 0.426" 27.37 " 27.98 " 18.29 " 25.43 " 7.205" 0.724" 13 14 0.123" 0.000 0.137" 0.123" 0.487" 0.467" 55.93 " 25.71 " 18.62 " 26.00 " 6.511" 0.745" 14 15 0.106" 0.000 0.113" 0.124" 0.345" 0.628" 72.81 " 33.03 " 32.99 " 20.95 " 5.784" 0.745" 15 16 0.073" 0.000 0.088" 0.114" 0.308" 1.242" 47.00 " 31.00 " 35.16 " 18.72 " 5.311" 0.662" 16 17 0.053" 0.000 0.066" 0.091" 0.300" 1.957" 32.43 " 29.61 " 27.42 " 28.38 " 5.229" 0.592" 17 18 0.045" 0.000 0.055" 0.068" 0.293" 1.713" 27.19 " 43.21 " 25.16 " 29.23 " 4.514" 0.497" 18 19 0.032" 0.000 0.255" 0.051" 0.833" 1.277" 29.40 " 42.38 " 25.36 " 24.85 " 3.859" 0.403" 19 20 0.037" 0.000 0.279" 0.053" 1.863" 1.028" 25.95 " 40.75 " 24.79 " 21.01 " 3.337" 0.340" 20 21 0.020" 0.503" 0.202" 0.063" 4.193" 0.896" 27.83 " 42.86 " 23.83 " 16.80 " 2.948" 0.307" 21 22 0.009" 1.697" 0.152" 0.070" 2.235" 0.878" 37.85 " 75.27 " 21.26 " 13.86 " 2.611" 0.306" 22 23 0.005" 0.420" 0.121" 0.082" 1.141" 1.161" 49.69 " 69.92 " 18.82 " 12.00 " 2.357" 0.317" 23 24 0.002" 0.227" 0.096" 0.094" 0.843" 1.757" 36.76 " 68.89 " 17.10 " 10.56 " 2.127" 0.301" 24 25 0.000" 0.142" 0.082" 0.094" 1.196" 12.47 " 28.27 " 76.20 " 16.00 " 9.463" 1.911" 0.284" 25 26 0.000" 0.238" 0.069" 0.098" 1.193" 22.14 " 23.41 " 57.98 " 15.05 " 8.567" 1.756" 0.252" 26 27 0.000 0.372" 0.058" 0.103" 2.302" 21.29 " 19.82 " 48.71 " 13.76 " 8.377" 1.666" 0.234" 27 28 0.000 0.218" 0.082" 0.099" 1.979" 45.50 " 17.37 " 70.66 " 12.83 " 8.142" 1.553" 0.224" 28 29 0.000 0.158" 0.052" 1.442" 33.90 " 15.70 " 61.27 " 20.80 " 7.637" 1.474" 0.237" 29 30 0.000 0.149" 0.031" 1.139" 24.09 " 35.06 " 49.12 " 18.51 " 7.215" 2.034" 0.257" 30 31 0.000 0.174" 0.905" 104.1 " 50.77 " 6.588" 0.235" 31 Mean 0.089" 0.136" 0.124" 0.104" 0.825" 5.970" 29.34 " 48.55 " 23.63 " 14.02 " 5.516" 0.802" Median 0.073" 0.000" 0.106" 0.094" 0.389" 0.822" 25.95 " 42.38 " 22.13 " 11.27 " 5.270" 0.662" Maximum 0.257" 1.697" 0.296" 0.245" 4.193" 45.50 " 104.1 " 117.4 " 42.60 " 29.23 " 20.00 " 2.242" Minimum 0.000" 0.000" 0.024" 0.031" 0.014" 0.426" 8.181" 25.71 " 12.83 " 6.588" 1.474" 0.224" Total 2.757" 3.815" 3.854" 3.116" 25.56 " 179.1 " 909.5 "1505 " 708.8 " 434.7 " 165.5 " 24.86 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.87 " " ... Relative Uncertainty +/-10% Ann. Median 1.141" Annual Total 3967 " Maximum Minimum Daily 117.4 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd 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 0.211" 0.035" 0.000 0.000 0.717" 0.228" 2.806" 137.9 " 19.06 " 14.95 " 5.773" 2.712" 1 2 0.180" 0.016" 0.000 0.000 0.445" 0.212" 2.684" 86.51 " 17.20 " 12.60 " 5.372" 1.881" 2 3 0.172" 0.004" 0.000 0.000 0.291" 0.216" 4.703" 64.61 " 15.49 " 11.74 " 4.452" 1.336" 3 4 0.152" 0.002" 0.000 0.000 0.232" 0.278" 8.559" 49.50 " 14.27 " 11.88 " 3.547" 0.977" 4 5 0.151" 0.000" 0.000 0.000 0.195" 0.263" 6.419" 39.03 " 13.21 " 10.90 " 2.952" 0.859" 5 6 0.116" 0.000" 0.000 0.000 0.171" 0.434" 5.030" 32.96 " 14.30 " 9.485" 2.510" 0.788" 6 7 0.122" 0.000 0.000 0.000 0.154" 0.712" 4.615" 28.70 " 12.91 " 8.419" 2.184" 1.006" 7 8 0.124" 0.000 0.000 0.418" 0.229" 0.518" 18.17 " 24.86 " 11.41 " 7.645" 1.855" 0.868" 8 9 0.124" 0.000 0.000 0.301" 0.823" 0.645" 16.73 " 21.68 " 10.35 " 7.066" 1.588" 0.806" 9 10 0.167" 0.000 0.000 0.091" 0.872" 0.640" 12.83 " 19.17 " 9.555" 6.460" 1.365" 0.676" 10 11 0.166" 0.000 0.000 0.056" 0.474" 0.478" 9.349" 17.21 " 8.717" 5.950" 1.218" 0.577" 11 12 0.152" 0.000 0.000 0.038" 0.365" 0.432" 7.724" 24.41 " 8.042" 5.575" 1.129" 0.484" 12 13 0.124" 0.000 0.000 0.021" 0.323" 0.403" 7.994" 63.69 " 7.414" 5.655" 1.034" 0.406" 13 14 0.092" 0.000 0.000 0.020" 0.326" 0.392" 8.717" 43.86 " 6.805" 6.970" 1.016" 0.346" 14 15 0.081" 0.000 0.000 0.010" 0.297" 0.475" 8.151" 30.44 " 6.245" 8.892" 1.094" 0.335" 15 16 0.100" 0.000 0.000 0.009" 0.284" 0.589" 9.036" 24.85 " 5.793" 7.965" 1.157" 0.299" 16 17 0.083" 0.000 0.000 0.008" 0.280" 1.509" 7.922" 21.30 " 5.489" 7.089" 1.311" 0.241" 17 18 0.074" 0.000 0.000 0.006" 0.256" 2.027" 6.757" 18.52 " 6.869" 6.095" 1.416" 0.202" 18 19 0.058" 0.000 0.000 0.005" 0.244" 3.422" 5.811" 16.34 " 10.23 " 5.315" 1.274" 0.194" 19 20 0.037" 0.000 0.000 0.004" 0.242" 6.391" 5.127" 17.25 " 8.985" 4.863" 1.377" 0.149" 20 21 0.029" 0.000 0.000 0.000" 0.248" 8.462" 4.645" 27.03 " 7.609" 4.633" 1.306" 0.133" 21 22 0.033" 0.000 0.000 0.000" 0.257" 7.149" 5.873" 26.81 " 6.609" 4.217" 1.234" 0.139" 22 23 0.041" 0.000 0.000 0.007" 0.262" 5.552" 16.12 " 21.38 " 18.36 " 3.926" 1.148" 0.159" 23 24 0.058" 0.000 0.000 0.073" 0.265" 4.711" 23.15 " 18.22 " 23.52 " 3.679" 1.031" 1.254" 24 25 0.095" 0.000 0.000 0.573" 0.262" 5.744" 17.09 " 53.53 " 18.96 " 3.456" 0.886" 0.711" 25 26 0.078" 0.000 0.000 0.607" 0.258" 5.252" 12.42 " 67.12 " 32.88 " 3.250" 0.751" 1.033" 26 27 0.036" 0.000 0.000 0.315" 0.251" 4.345" 9.956" 40.79 " 49.39 " 2.978" 0.668" 0.782" 27 28 0.026" 0.000 0.000 0.251" 0.236" 3.609" 9.418" 31.48 " 31.34 " 2.772" 0.669" 0.540" 28 29 0.021" 0.000 0.208" 0.225" 3.294" 174.4 " 26.89 " 23.19 " 2.646" 1.788" 0.379" 29 30 0.017" 0.000 0.331" 0.223" 3.003" 230.9 " 23.59 " 18.27 " 3.047" 3.879" 0.397" 30 31 0.027" 0.000 0.229" 209.8 " 21.13 " 4.021" 0.319" 31 Mean 0.095" 0.002" 0.000 0.112" 0.320" 2.380" 28.16 " 36.80 " 14.75 " 6.585" 1.900" 0.677" Median 0.092" 0.000" 0.000 0.010" 0.258" 0.678" 8.559" 26.89 " 12.16 " 5.950" 1.309" 0.540" Maximum 0.211" 0.035" 0.000 0.607" 0.872" 8.462" 230.9 " 137.9 " 49.39 " 14.95 " 5.773" 2.712" Minimum 0.017" 0.000" 0.000 0.000" 0.154" 0.212" 2.684" 16.34 " 5.489" 2.646" 0.668" 0.133" Total 2.947" 0.057" 0.000 3.353" 9.934" 71.39 " 872.9 "1141 " 442.5 " 204.1 " 56.99 " 20.99 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 7.742" " ... Relative Uncertainty +/-10% Ann. Median 0.676" Annual Total 2826 " Maximum Minimum Daily 230.9 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1988 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.294" 0.000 0.000 0.000 0.000 15.71 " 27.00 " 49.95 " 56.17 " 116.6 " 44.96 " 6.869" 1 2 0.246" 0.000 0.000 0.000 0.000 67.40 " 23.91 " 43.92 " 48.10 " 95.03 " 67.73 " 6.862" 2 3 0.197" 0.000 0.000 0.000 0.000 73.27 " 21.45 " 38.73 " 41.90 " 112.4 " 48.92 " 7.929" 3 4 0.146" 0.000 0.000 0.000 0.000 43.53 " 19.43 " 34.97 ! 37.67 " 112.4 " 34.31 " 7.748" 4 5 0.115" 0.000 0.000 0.000 0.000 28.29 " 21.55 " 32.92 ! 37.69 " 98.98 " 28.57 " 6.872" 5 6 0.117" 0.000 0.000 0.000 0.000 22.58 " 25.51 " 30.24 ! 62.90 " 102.2 " 30.43 " 6.229" 6 7 0.122" 0.000 0.000 0.000 0.000 22.39 " 73.14 " 28.04 ! 79.77 " 133.4 " 57.60 " 5.835" 7 8 0.110" 0.000 0.000 0.000 0.000 30.78 " 113.1 " 26.16 ! 67.51 " 98.48 " 50.66 " 5.522" 8 9 0.105" 0.000 0.000 0.000 0.000 30.35 " 73.14 " 24.49 ! 56.62 " 79.32 " 35.48 " 5.218" 9 10 0.142" 0.000 0.000 0.000 0.000 25.72 " 53.67 " 26.51 ! 55.22 " 69.99 " 28.78 " 5.233" 10 11 0.148" 0.000 0.000 0.000 0.000 24.30 " 42.00 " 28.66 ! 47.43 " 62.27 " 25.01 " 5.023" 11 12 0.160" 0.000 0.000 0.000 0.000 27.34 " 37.73 " 85.36 " 40.72 " 56.41 " 25.96 " 4.757" 12 13 0.154" 0.000 0.000 0.000 1.263" 86.70 " 68.77 " 108.9 " 36.49 " 51.60 " 25.10 " 4.494" 13 14 0.134" 0.000 0.000 0.000 1.545" 156.1 " 64.81 " 84.51 " 34.86 " 47.07 " 22.23 " 4.348" 14 15 0.109" 0.000 0.000 0.000 0.735" 108.6 " 70.04 " 135.2 " 48.68 " 41.41 " 19.46 " 4.390" 15 16 0.077" 0.000 0.000 0.000 0.381" 108.6 " 73.04 " 146.0 " 49.02 " 37.65 " 17.22 " 4.252" 16 17 0.060" 0.000 0.000 0.000 0.380" 89.41 " 59.53 " 97.36 " 42.36 " 35.36 " 15.54 " 4.000" 17 18 0.045" 0.000 0.000 0.000 0.477" 81.23 " 69.04 " 74.44 " 37.33 " 34.35 " 14.05 " 4.017" 18 19 0.036" 0.000 0.000 0.000 0.333" 66.73 " 57.00 " 63.73 " 35.96 " 39.71 " 13.04 " 3.771" 19 20 0.030" 0.000 0.000 0.000 0.952" 87.18 " 44.12 " 58.31 " 43.54 " 51.25 " 12.27 " 3.490" 20 21 0.027" 0.000 0.000 0.000 1.023" 63.62 " 36.20 " 55.11 " 68.79 " 53.54 " 11.64 " 3.351" 21 22 0.024" 0.000 0.000 0.000 0.669" 45.59 " 33.29 " 46.75 " 79.48 " 40.74 " 11.17 " 3.281" 22 23 0.016" 0.000 0.000 0.000 0.475" 35.57 " 102.0 " 40.13 " 98.88 " 34.21 " 10.65 " 3.227" 23 24 0.007" 0.000 0.000 0.000 0.402" 30.82 " 366.2 " 36.89 " 73.08 " 30.71 " 10.05 " 3.199" 24 25 0.002" 0.000 0.000 0.000 0.468" 59.77 " 303.7 " 69.55 " 65.51 " 28.01 " 9.375" 3.009" 25 26 0.000" 0.000 0.000 0.000 0.467" 102.5 " 160.7 " 87.59 " 67.92 " 26.08 " 8.806" 2.728" 26 27 0.000 0.000 0.000 0.000 0.388" 69.45 " 112.4 " 60.50 " 64.06 " 24.70 " 8.357" 2.603" 27 28 0.000 0.000 0.000 0.000 0.333" 48.10 " 95.26 " 47.44 " 95.82 " 23.22 " 7.800" 2.509" 28 29 0.000 0.000 0.000 0.000 0.306" 37.01 " 80.47 " 72.94 " 147.5 " 21.71 " 7.298" 2.439" 29 30 0.000 0.000 0.000 0.396" 31.07 " 66.94 " 103.5 " 166.3 " 20.28 " 7.010" 2.344" 30 31 0.000 0.000 1.457" 57.37 " 71.40 " 19.25 " 2.300" 31 Mean 0.085" 0.000 0.000 0.000 0.402" 57.33 " 79.12 " 61.62 ! 62.91 " 58.01 " 23.65 " 4.447" Median 0.077" 0.000 0.000 0.000 0.380" 46.84 " 64.81 " 55.11 ! 55.70 " 47.07 " 18.34 " 4.252" Maximum 0.294" 0.000 0.000 0.000 1.545" 156.1 " 366.2 " 146.0 ! 166.3 " 133.4 " 67.73 " 7.929" Minimum 0.000" 0.000 0.000 0.000 0.000" 15.71 " 19.43 " 24.49 ! 34.86 " 19.25 " 7.010" 2.300" Total 2.624" 0.000 0.000 0.000 12.45 "1720 "2453 "1910 !1887 "1798 " 709.5 " 137.8 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 29.05 ! ! ... Not reviewed / Quality not known Ann. Median 7.523! " ... Relative Uncertainty +/-10% Annual Total 10631 ! Maximum Minimum Daily 366.2 ! 0.000! Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd 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 2.222" 0.689" 4.183" 0.176" 0.258" 8.429" 20.89 " 37.31 " 42.48 " 30.59 " 27.10 " 3.752" 1 2 2.099" 0.564" 2.785" 0.336" 0.256" 6.924" 16.85 " 35.18 " 51.10 " 66.18 " 24.36 " 3.544" 2 3 1.933" 0.434" 1.995" 0.638" 0.256" 6.064" 15.84 " 39.34 " 40.41 " 113.7 " 22.11 " 3.323" 3 4 1.879" 0.322" 1.472" 0.393" 0.260" 5.166" 12.03 " 33.33 " 32.25 " 87.45 " 19.92 " 3.096" 4 5 1.805" 0.311" 1.097" 0.334" 0.261" 4.509" 9.585" 28.41 " 28.18 " 70.72 " 18.00 " 2.908" 5 6 1.921" 0.368" 0.840" 0.296" 0.252" 4.747" 8.359" 25.11 " 26.38 " 82.87 " 16.50 " 2.721" 6 7 2.227" 0.339" 0.634" 0.451" 0.234" 5.182" 9.396" 22.45 " 35.93 " 100.2 " 15.04 " 2.594" 7 8 2.519" 0.321" 0.543" 0.404" 0.222" 4.216" 13.85 " 20.15 " 51.33 " 75.83 " 13.59 " 2.614" 8 9 2.591" 0.297" 0.462" 0.354" 0.218" 3.630" 10.09 " 18.43 " 41.27 " 60.86 " 12.90 " 2.711" 9 10 2.240" 0.256" 0.362" 0.360" 0.217" 3.369" 8.638" 16.84 " 33.30 " 51.51 " 12.59 " 2.746" 10 11 1.882" 0.273" 0.272" 0.322" 0.229" 3.501" 7.811" 15.34 " 28.25 " 43.67 " 13.72 " 2.868" 11 12 1.712" 0.303" 0.223" 0.308" 0.231" 4.428" 9.701" 14.18 " 24.63 " 38.10 " 18.60 " 2.523" 12 13 1.654" 0.236" 0.208" 0.270" 0.228" 4.909" 15.38 " 13.31 " 21.90 " 40.65 " 17.90 " 2.173" 13 14 1.952" 0.222" 0.202" 0.252" 0.200" 4.170" 27.67 " 12.49 " 20.38 " 51.20 " 14.80 " 1.894" 14 15 2.564" 0.271" 0.195" 0.239" 0.544" 3.570" 24.27 " 11.36 " 24.28 " 49.73 " 12.70 " 1.704" 15 16 2.246" 0.265" 0.185" 0.224" 3.470" 3.216" 18.73 " 10.49 " 23.90 " 37.99 " 11.13 " 1.777" 16 17 1.743" 0.260" 0.176" 0.215" 5.582" 3.035" 14.84 " 12.20 " 23.06 " 92.06 " 9.944" 1.849" 17 18 1.422" 0.220" 0.171" 0.206" 2.975" 2.921" 12.39 " 113.0 " 35.20 " 157.2 " 8.926" 1.733" 18 19 1.224" 0.178" 0.161" 0.189" 2.081" 2.823" 11.95 " 111.8 " 42.01 " 128.5 " 8.029" 1.571" 19 20 1.151" 0.162" 0.147" 0.189" 4.215" 2.773" 32.55 " 65.27 " 63.54 " 89.96 " 7.163" 1.423" 20 21 1.199" 0.154" 0.145" 0.194" 16.33 " 2.716" 67.68 " 47.37 " 67.29 " 73.45 " 6.557" 1.342" 21 22 1.208" 0.135" 0.144" 0.161" 7.918" 2.623" 55.55 " 36.43 " 59.92 " 61.27 " 6.224" 1.392" 22 23 1.066" 0.124" 0.140" 0.349" 8.675" 2.588" 40.54 " 31.03 " 51.95 " 51.05 " 5.848" 1.912" 23 24 0.938" 0.116" 0.111" 0.547" 7.622" 2.532" 60.45 " 32.23 " 55.56 " 44.02 " 5.349" 3.409" 24 25 1.499" 0.368" 0.114" 0.340" 5.095" 2.504" 80.58 " 28.97 " 44.54 " 39.72 " 4.904" 3.424" 25 26 2.421" 1.488" 0.113" 0.317" 4.191" 2.430" 55.88 " 25.00 " 35.13 " 36.61 " 4.765" 2.377" 26 27 2.165" 2.544" 0.105" 0.298" 13.46 " 2.426" 48.42 " 22.42 " 31.64 " 33.24 " 4.682" 1.918" 27 28 1.700" 4.405" 0.096" 0.287" 22.80 " 5.951" 63.52 " 20.95 " 41.56 " 30.99 " 4.445" 1.764" 28 29 1.374" 0.085" 0.273" 13.85 " 10.17 " 69.23 " 27.36 " 40.55 " 31.78 " 4.138" 1.668" 29 30 1.121" 0.070" 0.275" 11.26 " 26.78 " 65.92 " 67.08 " 33.55 " 34.40 " 3.917" 1.681" 30 31 0.895" 0.076" 11.80 " 48.08 " 57.41 " 30.66 " 1.664" 31 Mean 1.760" 0.558" 0.565" 0.307" 4.684" 4.943" 30.86 " 33.94 " 38.38 " 62.46 " 11.86 " 2.325" Median 1.805" 0.285" 0.185" 0.297" 2.081" 3.600" 18.73 " 27.36 " 35.57 " 51.20 " 11.86 " 2.173" Maximum 2.591" 4.405" 4.183" 0.638" 22.80 " 26.78 " 80.58 " 113.0 " 67.29 " 157.2 " 27.10 " 3.752" Minimum 0.895" 0.116" 0.070" 0.161" 0.200" 2.426" 7.811" 10.49 " 20.38 " 30.59 " 3.917" 1.342" Total 54.57 " 15.62 " 17.51 " 9.199" 145.2 " 148.3 " 956.7 "1052 "1152 "1936 " 355.8 " 72.07 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 16.21 " " ... Relative Uncertainty +/-10% Ann. Median 3.752" Annual Total 5915 " Maximum Minimum Daily 157.2 " 0.070" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1990 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 1.517" 0.538" 0.296" 0.510" 2.103" 3.012" 3.639" 32.73 " 33.59 " 29.84 " 23.76 " 2.873" 1 2 1.371" 0.489" 0.328" 0.778" 1.923" 2.657" 3.449" 59.00 " 30.18 " 27.36 " 25.39 " 2.642" 2 3 1.255" 0.453" 0.303" 0.742" 1.935" 2.387" 3.345" 123.4 " 27.75 " 25.67 " 26.48 " 2.508" 3 4 1.123" 0.430" 0.359" 0.621" 3.163" 2.202" 3.336" 135.1 " 26.01 " 24.06 " 21.76 " 3.484" 4 5 1.002" 0.400" 0.347" 0.548" 2.859" 2.151" 3.309" 108.4 " 24.20 " 22.37 " 17.73 " 4.216" 5 6 0.867" 0.357" 0.367" 0.514" 2.197" 4.259" 3.260" 77.57 " 22.64 " 20.69 " 15.07 " 3.929" 6 7 0.766" 0.342" 0.501" 0.464" 1.903" 4.909" 3.209" 62.95 " 22.62 " 20.01 " 13.46 " 3.584" 7 8 0.707" 0.314" 0.406" 0.423" 1.903" 10.50 " 3.149" 52.99 " 23.87 " 19.52 " 12.28 " 2.972" 8 9 0.891" 0.316" 0.360" 0.418" 1.888" 11.84 " 3.121" 44.71 " 24.10 " 20.60 " 11.06 " 2.371" 9 10 0.922" 0.387" 0.300" 0.643" 1.728" 12.92 " 5.866" 47.53 " 29.44 " 31.04 " 9.910" 2.004" 10 11 0.889" 0.353" 0.265" 0.737" 1.568" 19.15 " 8.788" 58.46 " 28.97 " 32.19 " 8.918" 1.783" 11 12 0.932" 0.964" 0.592" 0.617" 1.510" 12.48 " 16.97 " 50.47 " 24.55 " 26.02 " 8.488" 1.547" 12 13 0.722" 1.016" 0.515" 0.547" 1.724" 13.05 " 34.62 " 46.99 " 21.62 " 37.68 " 8.795" 1.409" 13 14 0.604" 0.798" 0.392" 0.529" 3.294" 14.85 " 38.35 " 43.76 " 19.57 " 46.61 " 8.148" 1.455" 14 15 0.628" 1.115" 0.344" 0.503" 2.753" 11.24 " 61.34 " 37.88 " 18.20 " 33.47 " 7.579" 1.576" 15 16 0.613" 0.810" 0.346" 0.471" 2.228" 8.732" 99.88 " 33.38 " 18.39 " 27.38 " 7.127" 1.433" 16 17 0.564" 0.711" 0.299" 0.450" 3.137" 7.340" 115.0 " 31.09 " 26.37 " 25.12 " 8.830" 1.347" 17 18 0.513" 0.646" 0.244" 0.416" 5.313" 6.459" 81.22 " 35.69 " 47.79 " 23.75 " 9.730" 1.338" 18 19 0.493" 0.560" 0.232" 1.994" 3.673" 5.789" 59.41 " 76.56 " 47.19 " 21.25 " 9.715" 1.256" 19 20 0.515" 0.507" 0.259" 1.968" 2.859" 5.144" 59.54 " 85.76 " 39.79 " 19.20 " 9.389" 1.171" 20 21 0.534" 0.476" 0.276" 1.093" 2.406" 4.638" 94.45 " 60.49 " 32.51 " 17.58 " 8.502" 1.148" 21 22 0.591" 0.448" 0.283" 1.759" 2.079" 4.325" 119.5 " 47.48 " 28.44 " 16.03 " 7.526" 1.233" 22 23 0.666" 0.414" 0.274" 5.097" 1.870" 4.181" 134.2 " 39.66 " 28.96 " 14.53 " 6.597" 1.232" 23 24 0.529" 0.357" 0.260" 4.448" 1.743" 4.018" 132.2 " 35.03 " 65.71 " 13.36 " 5.841" 1.083" 24 25 0.475" 0.318" 0.869" 3.156" 1.668" 3.886" 131.2 " 32.12 " 111.6 " 12.78 " 5.173" 0.912" 25 26 0.445" 0.292" 1.095" 3.037" 1.812" 3.754" 96.02 " 30.02 " 77.31 " 14.01 " 4.589" 0.836" 26 27 0.411" 0.292" 0.658" 4.151" 2.939" 3.612" 70.61 " 34.10 " 57.00 " 14.37 " 4.105" 0.800" 27 28 0.725" 0.260" 0.556" 3.459" 5.269" 3.548" 57.19 " 64.35 " 45.76 " 13.07 " 3.663" 0.745" 28 29 1.066" 0.472" 2.865" 5.599" 3.640" 49.10 " 59.27 " 37.79 " 17.43 " 3.334" 0.679" 29 30 0.687" 0.456" 2.321" 4.202" 3.752" 43.52 " 48.67 " 33.07 " 30.47 " 3.104" 0.645" 30 31 0.592" 0.479" 3.490" 37.25 " 39.34 " 28.16 " 0.641" 31 Mean 0.762" 0.513" 0.411" 1.509" 2.669" 6.681" 50.84 " 55.97 " 35.83 " 23.41 " 10.54 " 1.769" Median 0.687" 0.439" 0.347" 0.690" 2.197" 4.481" 43.52 " 47.53 " 28.97 " 22.37 " 8.812" 1.409" Maximum 1.517" 1.115" 1.095" 5.097" 5.599" 19.15 " 134.2 " 135.1 " 111.6 " 46.61 " 26.48 " 4.216" Minimum 0.411" 0.260" 0.232" 0.416" 1.510" 2.151" 3.121" 30.02 " 18.20 " 12.78 " 3.104" 0.641" Total 23.61 " 14.36 " 12.73 " 45.28 " 82.74 " 200.4 "1576 "1735 "1075 " 725.6 " 316.1 " 54.85 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 16.06 " " ... Relative Uncertainty +/-10% Ann. Median 3.449" Annual Total 5862 " Maximum Minimum Daily 135.1 " 0.232" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1991 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.648" 0.133" 0.250" 0.150" 0.324" 9.086" 55.15 " 147.8 " 52.59 " 65.25 " 20.76 " 10.37 " 1 2 0.671" 0.133" 0.196" 0.109" 0.289" 6.256" 100.6 " 330.7 " 48.51 " 55.10 " 22.78 " 10.02 " 2 3 0.641" 0.123" 0.167" 0.073" 0.259" 5.421" 290.7 " 377.2 # 46.64 " 45.88 " 22.48 " 9.508" 3 4 0.599" 0.106" 0.138" 0.048" 0.303" 8.535" 303.6 " 389.0 # 48.63 " 46.92 " 24.22 " 8.852" 4 5 0.560" 0.090" 0.131" 0.052" 0.358" 8.821" 161.4 " 293.2 " 48.87 " 78.56 " 55.76 " 8.187" 5 6 0.525" 0.081" 0.123" 0.031" 0.311" 6.483" 134.7 " 192.3 " 44.83 " 67.75 " 55.86 " 7.879" 6 7 0.472" 0.073" 0.116" 0.066" 0.304" 4.896" 102.7 " 144.6 " 52.75 " 52.41 " 36.73 " 7.683" 7 8 0.468" 0.075" 0.098" 0.107" 0.294" 4.047" 80.43 " 122.5 " 91.25 " 44.91 " 29.65 " 7.206" 8 9 0.484" 0.073" 0.090" 0.859" 0.293" 3.465" 71.31 " 108.1 " 157.9 " 39.36 " 26.06 " 6.620" 9 10 0.460" 0.060" 0.079" 2.360" 0.298" 4.204" 69.78 " 96.10 " 105.1 " 35.66 " 23.53 " 5.950" 10 11 0.438" 0.055" 0.063" 1.010" 0.285" 6.213" 58.89 " 85.41 " 78.09 " 32.97 " 21.58 " 5.490" 11 12 0.422" 0.050" 0.074" 0.571" 0.267" 6.353" 49.46 " 76.65 " 79.23 " 31.03 " 20.27 " 5.161" 12 13 0.379" 0.057" 0.068" 0.423" 0.258" 8.656" 47.62 " 69.30 " 113.7 " 29.13 " 26.70 " 4.776" 13 14 0.358" 0.055" 0.065" 0.336" 0.269" 21.89 " 46.10 " 63.78 " 262.5 " 27.80 " 42.76 " 4.386" 14 15 0.378" 0.049" 0.060" 0.282" 0.569" 39.19 " 46.07 " 59.30 " 256.9 " 27.56 " 47.92 " 3.987" 15 16 0.366" 0.056" 0.055" 0.245" 0.531" 47.64 " 98.42 " 55.22 " 186.2 " 26.54 " 37.67 " 3.563" 16 17 0.317" 0.061" 0.049" 0.219" 0.447" 38.93 " 141.6 " 52.26 " 135.2 " 24.95 " 30.61 " 3.056" 17 18 0.291" 0.054" 0.045" 0.200" 0.433" 27.72 " 131.8 " 68.09 " 140.6 " 27.14 " 27.09 " 3.022" 18 19 0.271" 0.041" 0.042" 0.188" 0.412" 20.61 " 116.7 " 78.25 " 131.9 " 65.25 " 24.05 " 3.569" 19 20 0.245" 0.037" 0.038" 0.219" 0.446" 16.24 " 103.2 " 75.12 " 114.6 " 95.64 " 21.00 " 3.322" 20 21 0.236" 0.028" 0.034" 0.267" 1.632" 13.48 " 84.95 " 61.76 " 94.73 " 76.49 " 18.47 " 2.831" 21 22 0.260" 0.030" 0.029" 0.243" 1.103" 30.55 " 71.15 " 54.93 " 82.42 " 53.33 " 16.62 " 2.527" 22 23 0.271" 0.022" 0.028" 0.279" 1.413" 157.7 " 62.97 " 51.85 " 73.79 " 40.78 " 15.37 " 2.435" 23 24 0.247" 0.013" 0.107" 0.300" 0.861" 119.1 " 90.89 " 45.45 " 67.26 " 34.37 " 14.67 " 3.090" 24 25 0.238" 0.117" 0.129" 0.271" 0.675" 141.1 " 97.95 " 40.95 " 61.90 " 30.84 " 14.76 " 5.678" 25 26 0.226" 1.461" 0.117" 0.271" 0.599" 101.8 " 101.7 " 61.75 " 57.29 " 28.19 " 15.09 " 8.760" 26 27 0.217" 0.634" 0.096" 0.306" 0.568" 114.1 " 125.0 " 122.1 " 52.96 " 26.12 " 13.97 " 9.054" 27 28 0.195" 0.366" 0.122" 0.300" 2.454" 126.4 " 95.71 " 96.18 " 48.98 " 24.43 " 12.66 " 6.775" 28 29 0.167" 0.171" 0.298" 3.778" 89.20 " 93.38 " 78.31 " 45.71 " 23.65 " 11.53 " 5.219" 29 30 0.143" 0.168" 0.318" 15.72 " 66.80 " 113.9 " 64.66 " 51.51 " 23.21 " 10.93 " 4.274" 30 31 0.134" 0.160" 12.44 " 100.3 " 56.15 " 21.90 " 3.826" 31 Mean 0.365" 0.148" 0.100" 0.347" 1.554" 41.83 " 104.8 " 116.7 # 94.42 " 42.04 " 25.39 " 5.712" Median 0.358" 0.061" 0.096" 0.269" 0.433" 18.43 " 97.95 " 76.65 # 75.94 " 34.37 " 22.63 " 5.219" Maximum 0.671" 1.461" 0.250" 2.360" 15.72 " 157.7 " 303.6 " 389.0 # 262.5 " 95.64 " 55.86 " 10.37 " Minimum 0.134" 0.013" 0.028" 0.031" 0.258" 3.465" 46.07 " 40.95 # 44.83 " 21.90 " 10.93 " 2.435" Total 11.33 " 4.131" 3.108" 10.40 " 48.19 "1255 "3248 "3619 #2833 "1303 " 761.6 " 177.1 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 36.37 # " ... Relative Uncertainty +/-10% Ann. Median 8.187# # ... Relative Uncertainty +/-15% Annual Total 13273 # Maximum Minimum Daily 389.0 # 0.013# Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1992 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 3.782" 0.490" 0.456" 0.511" 0.632" 5.869" 160.5 " 42.23 " 171.4 " 42.10 " 15.59 " 19.88 " 1 2 3.439" 0.512" 0.454" 0.532" 0.669" 4.705" 167.8 " 41.83 " 155.4 " 41.68 " 14.44 " 17.08 " 2 3 2.984" 0.545" 0.453" 0.684" 1.024" 4.151" 145.1 " 52.35 " 234.8 " 43.29 " 13.50 " 14.12 " 3 4 2.544" 0.556" 0.467" 0.638" 1.656" 3.842" 106.6 " 58.80 " 255.5 " 42.20 " 12.79 " 12.03 " 4 5 2.117" 0.536" 0.457" 0.596" 1.447" 3.603" 101.9 " 78.06 " 163.9 " 47.48 " 12.42 " 10.47 " 5 6 1.682" 0.582" 0.508" 0.529" 3.966" 3.317" 86.27 " 87.35 " 141.0 " 50.66 " 12.88 " 9.172" 6 7 1.377" 0.770" 0.494" 0.623" 3.872" 3.145" 68.98 " 111.0 " 116.9 " 44.24 " 19.86 " 8.243" 7 8 1.199" 1.279" 0.450" 0.677" 2.725" 2.920" 59.18 " 90.01 " 108.8 " 39.65 " 26.50 " 7.891" 8 9 1.059" 1.451" 0.527" 0.675" 2.040" 2.695" 52.25 " 104.4 " 207.5 " 37.42 " 21.92 " 8.778" 9 10 0.975" 1.001" 0.563" 0.654" 1.670" 2.582" 59.18 " 211.3 " 173.7 " 36.41 " 17.91 " 9.128" 10 11 0.902" 0.864" 0.544" 0.625" 1.477" 5.932" 73.02 " 212.4 " 124.4 " 35.51 " 15.56 " 8.359" 11 12 0.817" 0.763" 0.537" 0.583" 1.402" 44.29 " 61.62 " 191.1 " 107.5 " 34.77 " 13.76 " 7.430" 12 13 0.751" 0.751" 0.501" 0.575" 1.479" 77.04 " 82.02 " 132.0 " 98.34 " 34.98 " 12.84 " 6.600" 13 14 0.723" 0.776" 0.515" 0.566" 1.642" 53.73 " 135.1 " 159.9 " 92.65 " 33.59 " 14.15 " 5.855" 14 15 0.699" 0.828" 0.507" 0.536" 1.512" 61.14 " 91.63 " 181.1 " 84.19 " 32.06 " 14.58 " 5.276" 15 16 0.692" 0.835" 0.505" 0.534" 1.274" 67.20 " 75.38 " 196.5 " 78.32 " 30.96 " 14.63 " 4.763" 16 17 0.731" 0.808" 0.546" 0.554" 1.148" 68.50 " 131.2 " 137.4 " 73.99 " 29.82 " 14.75 " 4.179" 17 18 0.877" 0.758" 0.853" 0.590" 1.131" 89.18 " 117.4 " 108.2 " 69.95 " 28.56 " 15.39 " 3.836" 18 19 0.899" 0.710" 1.385" 0.648" 1.161" 62.27 " 88.09 " 95.40 " 65.91 " 27.36 " 25.42 " 3.758" 19 20 0.968" 0.664" 0.987" 0.592" 1.158" 43.65 " 88.15 " 86.20 " 62.26 " 26.04 " 50.87 " 3.590" 20 21 0.955" 0.623" 0.882" 0.578" 1.504" 66.06 " 71.43 " 78.12 " 61.63 " 24.70 " 38.08 " 3.412" 21 22 0.895" 0.598" 0.825" 0.567" 2.736" 71.10 " 59.34 " 71.35 " 84.52 " 23.82 " 28.00 " 3.196" 22 23 0.814" 0.565" 0.699" 0.552" 5.691" 46.39 " 51.79 " 65.64 " 90.36 " 22.84 " 23.91 " 3.022" 23 24 0.737" 0.539" 0.639" 0.528" 9.037" 67.07 " 46.68 " 63.95 " 71.01 " 21.80 " 20.91 " 2.920" 24 25 0.669" 0.491" 0.647" 0.498" 8.390" 84.49 " 44.55 " 92.37 " 61.28 " 21.39 " 18.37 " 2.788" 25 26 0.612" 0.441" 0.620" 0.473" 6.340" 69.42 " 51.46 " 157.8 " 56.22 " 21.06 " 16.25 " 2.635" 26 27 0.585" 0.414" 0.574" 0.519" 4.867" 77.31 " 53.60 " 129.4 " 53.56 " 20.82 " 14.45 " 2.390" 27 28 0.590" 0.409" 0.561" 0.847" 4.537" 211.9 " 57.27 " 232.6 " 50.87 " 20.30 " 12.93 " 2.157" 28 29 0.541" 0.434" 0.553" 0.668" 7.622" 201.0 " 72.45 " 188.7 " 47.32 " 19.23 " 12.82 " 2.187" 29 30 0.512" 0.540" 0.623" 9.067" 149.1 " 59.15 " 126.8 " 44.48 " 17.93 " 16.38 " 2.207" 30 31 0.490" 0.516" 7.581" 48.60 " 160.5 " 16.73 " 2.085" 31 Mean 1.181" 0.689" 0.605" 0.592" 3.241" 55.12 " 82.83 " 120.8 " 106.9 " 31.27 " 18.73 " 6.434" Median 0.877" 0.623" 0.540" 0.580" 1.656" 57.43 " 72.45 " 108.2 " 87.44 " 30.96 " 15.47 " 4.763" Maximum 3.782" 1.451" 1.385" 0.847" 9.067" 211.9 " 167.8 " 232.6 " 255.5 " 50.66 " 50.87 " 19.88 " Minimum 0.490" 0.409" 0.450" 0.473" 0.632" 2.582" 44.55 " 41.83 " 44.48 " 16.73 " 12.42 " 2.085" Total 36.62 " 19.99 " 18.77 " 17.77 " 100.5 "1654 "2568 "3745 "3207 " 969.4 " 561.9 " 199.4 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 35.79 " " ... Relative Uncertainty +/-10% Ann. Median 8.374" Annual Total 13098 " Maximum Minimum Daily 255.5 " 0.409" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1993 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 2.054" 0.518" 0.500" 0.632" 0.985" 6.200" 30.39 " 126.6 " 45.15 " 54.41 " 20.68 " 4.319" 1 2 2.130" 0.496" 0.475" 0.631" 1.556" 5.510" 73.52 " 90.35 " 37.73 " 74.81 " 19.22 " 3.913" 2 3 1.964" 0.481" 0.461" 0.759" 1.405" 4.958" 71.07 " 72.42 " 34.09 " 61.61 " 16.53 " 3.544" 3 4 1.744" 0.444" 0.456" 0.738" 1.320" 4.368" 44.01 " 89.57 " 90.73 " 45.63 " 14.44 " 3.214" 4 5 1.519" 0.453" 0.460" 0.779" 1.338" 3.961" 32.78 " 104.8 " 124.1 " 38.52 " 12.88 " 2.943" 5 6 1.319" 12.68 " 0.436" 0.761" 1.297" 3.554" 26.38 " 121.1 " 91.06 " 34.24 " 11.89 " 2.696" 6 7 1.132" 10.23 " 0.461" 0.735" 1.253" 3.235" 21.87 " 126.4 " 117.0 " 32.56 " 11.08 " 2.475" 7 8 1.008" 5.206" 0.480" 0.933" 1.176" 3.445" 18.64 " 110.5 " 142.5 " 32.92 " 10.05 " 2.265" 8 9 0.901" 3.639" 0.462" 0.861" 1.104" 4.495" 16.86 " 116.2 " 104.5 " 31.97 " 12.74 " 2.298" 9 10 0.818" 2.453" 0.447" 0.819" 1.015" 4.526" 25.00 " 99.52 " 78.65 " 29.53 " 43.71 " 2.508" 10 11 0.760" 1.726" 0.442" 0.806" 0.931" 4.256" 44.67 " 77.84 " 66.20 " 27.31 " 40.93 " 2.430" 11 12 0.727" 1.308" 0.428" 0.849" 0.904" 3.756" 79.05 " 126.4 " 61.36 " 25.46 " 28.81 " 2.227" 12 13 0.708" 1.053" 0.432" 0.799" 0.912" 3.412" 61.30 " 125.7 " 61.66 " 23.67 " 26.93 " 2.096" 13 14 0.725" 0.899" 0.440" 0.773" 0.899" 3.111" 41.66 " 87.83 " 53.50 " 22.16 " 23.87 " 1.966" 14 15 0.894" 0.809" 0.409" 0.729" 0.863" 3.420" 36.92 " 75.78 " 47.91 " 21.13 " 19.32 " 1.881" 15 16 0.984" 0.699" 0.410" 0.681" 0.816" 17.38 " 46.31 " 85.75 " 57.14 " 20.40 " 16.32 " 1.669" 16 17 0.907" 0.695" 0.440" 0.646" 0.765" 22.05 " 45.34 " 76.22 " 91.21 " 19.33 " 14.75 " 1.455" 17 18 1.020" 0.694" 0.488" 0.688" 8.674" 17.56 " 33.18 " 61.74 " 88.41 " 18.56 " 13.71 " 1.292" 18 19 0.908" 0.666" 1.616" 0.755" 19.21 " 15.12 " 27.78 " 53.01 " 74.60 " 18.05 " 12.55 " 1.168" 19 20 0.752" 0.682" 1.153" 0.938" 15.62 " 12.40 " 24.53 " 47.10 " 61.36 " 17.27 " 11.38 " 1.125" 20 21 0.668" 0.658" 0.861" 0.928" 10.49 " 9.931" 22.29 " 42.21 " 52.33 " 16.45 " 10.19 " 1.091" 21 22 0.643" 0.586" 0.759" 0.894" 7.120" 8.391" 38.85 " 38.48 " 45.72 " 15.71 " 9.074" 1.048" 22 23 0.706" 0.584" 0.696" 0.909" 5.387" 7.350" 59.83 " 35.41 " 43.87 " 15.33 " 8.051" 1.011" 23 24 0.696" 0.573" 0.698" 0.859" 4.423" 6.544" 42.32 " 33.64 " 43.99 " 15.46 " 7.076" 0.962" 24 25 0.626" 0.574" 0.782" 0.810" 3.810" 6.627" 32.96 " 53.98 " 39.10 " 17.35 " 6.467" 0.854" 25 26 0.592" 0.562" 0.744" 0.753" 3.358" 9.586" 49.12 " 64.63 " 34.94 " 17.82 " 6.320" 0.743" 26 27 0.577" 0.540" 0.720" 0.697" 3.689" 35.88 " 91.09 " 47.93 " 32.86 " 27.48 " 5.921" 0.679" 27 28 0.560" 0.520" 0.660" 0.679" 9.414" 58.19 " 100.9 " 38.89 " 32.21 " 30.25 " 5.467" 0.699" 28 29 0.526" 0.615" 0.679" 13.48 " 43.68 " 193.2 " 45.51 " 32.42 " 24.62 " 4.938" 0.684" 29 30 0.504" 0.657" 0.673" 10.63 " 33.19 " 230.0 " 63.39 " 48.18 " 20.61 " 4.645" 0.609" 30 31 0.519" 0.668" 7.648" 157.9 " 57.09 " 19.22 " 0.575" 31 Mean 0.955" 1.801" 0.605" 0.773" 4.565" 12.20 " 58.70 " 77.29 " 64.48 " 28.06 " 15.00 " 1.821" Median 0.760" 0.674" 0.480" 0.760" 1.405" 6.372" 42.32 " 75.78 " 55.32 " 23.67 " 12.65 " 1.669" Maximum 2.130" 12.68 " 1.616" 0.938" 19.21 " 58.19 " 230.0 " 126.6 " 142.5 " 74.81 " 43.71 " 4.319" Minimum 0.504" 0.444" 0.409" 0.631" 0.765" 3.111" 16.86 " 33.64 " 32.21 " 15.33 " 4.645" 0.575" Total 29.59 " 50.43 " 18.76 " 23.19 " 141.5 " 366.1 "1820 "2396 "1934 " 869.8 " 450.0 " 56.44 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 22.34 " " ... Relative Uncertainty +/-10% Ann. Median 4.938" Annual Total 8156 " Maximum Minimum Daily 230.0 " 0.409" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1994 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.599" 0.244" 0.099" 0.114" 0.171" 12.39 " 103.1 " 23.99 " 26.10 " 22.61 " 4.205" 2.437" 1 2 0.598" 0.346" 0.097" 0.113" 0.168" 23.39 " 140.7 " 22.81 " 30.79 " 21.50 " 4.024" 2.197" 2 3 0.624" 0.378" 0.098" 0.099" 0.161" 20.23 " 126.4 " 24.31 " 33.72 " 19.35 " 3.790" 2.001" 3 4 0.629" 0.309" 0.095" 0.098" 0.150" 13.18 " 114.5 " 104.7 " 30.55 " 17.43 " 3.577" 1.730" 4 5 0.607" 0.336" 0.083" 0.103" 0.182" 9.369" 84.70 " 114.3 " 25.70 " 15.76 " 3.293" 1.461" 5 6 0.599" 0.389" 0.085" 0.104" 0.165" 7.093" 82.24 " 73.09 " 23.73 " 15.09 " 3.000" 1.258" 6 7 0.599" 0.388" 0.082" 0.122" 0.152" 6.499" 74.71 " 55.55 " 25.40 " 13.94 " 2.711" 1.052" 7 8 0.565" 0.398" 0.079" 0.099" 0.141" 8.352" 93.21 " 45.59 " 23.78 " 12.85 " 2.464" 0.873" 8 9 0.539" 0.366" 0.105" 0.106" 0.144" 12.29 " 131.5 " 43.14 " 20.48 " 11.80 " 2.356" 0.717" 9 10 0.507" 0.332" 0.088" 0.095" 0.153" 10.49 " 121.2 " 107.2 " 34.95 " 11.03 " 2.233" 0.611" 10 11 0.487" 0.288" 0.064" 0.081" 0.160" 10.84 " 107.6 " 114.0 " 84.35 " 10.22 " 2.126" 0.568" 11 12 0.458" 0.251" 0.048" 0.060" 0.179" 10.18 " 91.23 " 84.18 " 63.81 " 9.737" 2.003" 0.573" 12 13 0.436" 0.237" 0.044" 0.054" 0.206" 8.301" 86.72 " 67.23 " 42.39 " 9.725" 1.836" 0.561" 13 14 0.425" 0.242" 0.044" 0.108" 0.231" 6.820" 105.2 " 54.89 " 34.67 " 12.35 " 1.623" 0.503" 14 15 0.447" 0.221" 0.052" 0.087" 0.223" 5.790" 89.59 " 46.90 " 30.41 " 14.02 " 1.427" 0.452" 15 16 0.465" 0.205" 0.035" 0.091" 0.223" 5.019" 75.33 " 40.82 " 27.12 " 12.18 " 1.239" 0.415" 16 17 0.457" 0.186" 0.031" 0.090" 0.227" 4.572" 68.64 " 36.45 " 24.71 " 10.55 " 1.153" 0.409" 17 18 0.437" 0.165" 0.033" 0.076" 0.216" 4.515" 57.85 " 33.37 " 22.74 " 9.224" 1.150" 0.360" 18 19 0.402" 0.159" 0.033" 0.059" 0.210" 7.648" 48.21 " 31.14 " 20.77 " 8.222" 1.102" 0.400" 19 20 0.370" 0.151" 0.064" 0.052" 0.330" 25.45 " 40.78 " 29.12 " 19.20 " 7.405" 1.070" 0.363" 20 21 0.325" 0.152" 0.117" 0.072" 0.410" 61.04 " 35.90 " 27.77 " 17.77 " 6.674" 1.021" 0.374" 21 22 0.306" 0.148" 0.128" 0.094" 1.793" 73.57 " 48.07 " 28.65 " 16.52 " 6.174" 0.932" 0.329" 22 23 0.293" 0.144" 0.072" 0.110" 2.245" 59.24 " 54.97 " 28.00 " 15.57 " 6.028" 0.904" 0.299" 23 24 0.340" 0.140" 0.120" 0.155" 2.102" 46.46 " 54.14 " 26.02 " 14.92 " 5.898" 1.005" 0.266" 24 25 0.463" 0.144" 0.146" 0.233" 1.547" 44.42 " 45.98 " 24.31 " 14.33 " 5.785" 1.776" 0.264" 25 26 0.426" 0.140" 0.157" 0.222" 0.903" 35.02 " 36.86 " 23.07 " 13.83 " 5.647" 4.804" 0.291" 26 27 0.378" 0.114" 0.114" 0.218" 0.735" 45.39 " 32.29 " 22.50 " 13.94 " 5.394" 6.663" 0.312" 27 28 0.325" 0.110" 0.118" 0.189" 0.643" 49.26 " 29.99 " 22.23 " 14.29 " 5.166" 5.316" 0.302" 28 29 0.267" 0.109" 0.179" 3.748" 35.01 " 28.66 " 21.45 " 14.44 " 4.891" 4.471" 0.250" 29 30 0.247" 0.124" 0.175" 7.229" 30.55 " 26.90 " 22.53 " 18.14 " 4.586" 3.161" 0.214" 30 31 0.237" 0.115" 7.083" 25.34 " 23.14 " 4.393" 0.178" 31 Mean 0.447" 0.239" 0.086" 0.115" 1.040" 23.08 " 72.98 " 45.89 " 26.64 " 10.50 " 2.548" 0.710" Median 0.447" 0.229" 0.088" 0.101" 0.223" 12.34 " 74.71 " 31.14 " 23.75 " 9.737" 2.180" 0.415" Maximum 0.629" 0.398" 0.157" 0.233" 7.229" 73.57 " 140.7 " 114.3 " 84.35 " 22.61 " 6.663" 2.437" Minimum 0.237" 0.110" 0.031" 0.052" 0.141" 4.515" 25.34 " 21.45 " 13.83 " 4.393" 0.904" 0.178" Total 13.86 " 6.683" 2.677" 3.458" 32.23 " 692.4 "2262 "1422 " 799.1 " 325.6 " 76.44 " 22.02 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 15.51 " " ... Relative Uncertainty +/-10% Ann. Median 1.623" Annual Total 5659 " Maximum Minimum Daily 140.7 " 0.031" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1995 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.154" 0.005" 0.000 0.000 0.000 0.396" 4.151" 96.01 " 43.04 " 21.11 " 29.31 " 5.308" 1 2 0.154" 0.005" 0.000 0.000 0.000 0.430" 3.659" 75.60 " 38.85 " 19.82 " 31.29 " 4.593" 2 3 0.142" 0.004" 0.000 0.000 0.000 0.377" 3.244" 62.47 " 53.42 " 18.69 " 25.26 " 3.803" 3 4 0.149" 0.004" 0.000 0.000 0.000 0.339" 2.914" 52.16 " 72.94 " 18.66 " 19.81 " 3.254" 4 5 0.153" 0.001" 0.000 0.000 0.000 0.421" 2.836" 44.03 " 59.49 " 20.35 " 16.30 " 2.872" 5 6 0.147" 0.000" 0.000 0.000 0.000 1.682" 5.088" 38.09 " 68.61 " 21.25 " 14.31 " 2.494" 6 7 0.116" 0.000 0.000 0.000 0.000 1.761" 8.412" 33.81 " 94.10 " 19.46 " 14.95 " 2.120" 7 8 0.111" 0.000 0.000 0.000 0.000 2.576" 19.68 " 31.68 " 73.00 " 17.88 " 18.66 " 1.877" 8 9 0.106" 0.000 0.000 0.000 0.000 11.27 " 44.94 " 49.02 " 57.07 " 17.10 " 23.51 " 1.677" 9 10 0.114" 0.000 0.000 0.000 0.000 18.98 " 48.02 " 64.00 " 49.14 " 16.90 " 19.75 " 1.486" 10 11 0.099" 0.000 0.000 0.000 0.000 12.54 " 36.91 " 53.28 " 43.21 " 21.03 " 15.92 " 1.271" 11 12 0.071" 0.000 0.000 0.000 0.549" 8.121" 46.83 " 52.22 " 54.29 " 29.87 " 13.43 " 1.164" 12 13 0.053" 0.000 0.000 0.000 0.562" 5.739" 64.61 " 92.40 " 110.7 " 25.48 " 11.47 " 1.216" 13 14 0.058" 0.000 0.000 0.000 0.253" 4.245" 64.85 " 91.52 " 88.37 " 19.90 " 10.04 " 1.405" 14 15 0.053" 0.000 0.000 0.000 0.166" 3.200" 80.17 " 63.54 " 65.81 " 16.75 " 8.950" 1.747" 15 16 0.039" 0.000 0.000 0.000 0.136" 2.555" 71.73 " 51.58 " 55.25 " 15.02 " 8.049" 1.875" 16 17 0.033" 0.000 0.000 0.000 0.467" 2.124" 52.42 " 57.95 " 47.39 " 21.76 " 7.342" 1.725" 17 18 0.074" 0.000 0.000 0.000 0.491" 1.769" 38.34 " 68.21 " 42.69 " 83.19 " 6.670" 1.428" 18 19 0.043" 0.000 0.000 0.000 0.275" 1.516" 42.49 " 57.74 " 41.61 " 96.18 " 6.131" 1.183" 19 20 0.006" 0.000 0.000 0.000 0.215" 1.582" 124.9 " 73.71 " 43.52 " 55.28 " 5.574" 1.213" 20 21 0.002" 0.000 0.000 0.000 0.276" 1.693" 182.0 " 70.11 " 40.16 " 36.03 " 5.011" 1.341" 21 22 0.001" 0.000 0.000 0.000 0.782" 1.727" 119.0 " 58.80 " 35.12 " 28.59 " 4.473" 1.296" 22 23 0.001" 0.000 0.000 0.000 3.078" 2.552" 78.36 " 59.68 " 31.93 " 24.54 " 3.953" 1.086" 23 24 0.000" 0.000 0.000 0.000 1.117" 3.566" 68.18 " 74.92 " 29.56 " 21.51 " 3.646" 1.029" 24 25 0.000" 0.000 0.000 0.000 0.673" 7.343" 127.4 " 86.61 " 27.55 " 18.80 " 3.446" 0.989" 25 26 0.001" 0.000 0.000 0.000 0.511" 12.31 " 150.8 " 101.4 " 25.76 " 16.69 " 3.738" 0.858" 26 27 0.001" 0.000 0.000 0.000 0.442" 10.61 " 110.6 " 97.06 " 24.56 " 15.02 " 4.977" 0.739" 27 28 0.000" 0.000 0.000 0.000 0.457" 7.577" 89.53 " 71.69 " 24.12 " 13.65 " 6.241" 1.834" 28 29 0.002" 0.000 0.000 0.416" 5.840" 139.2 " 59.39 " 23.46 " 12.54 " 6.027" 2.978" 29 30 0.005" 0.000 0.000 0.392" 4.812" 204.6 " 54.94 " 22.46 " 17.55 " 5.786" 2.012" 30 31 0.007" 0.000 0.380" 130.5 " 49.93 " 30.38 " 1.345" 31 Mean 0.061" 0.001" 0.000 0.000 0.375" 4.655" 69.88 " 64.31 " 49.57 " 26.16 " 11.80 " 1.910" Median 0.053" 0.000" 0.000 0.000 0.275" 2.565" 64.61 " 59.68 " 43.37 " 19.90 " 8.500" 1.486" Maximum 0.154" 0.005" 0.000 0.000 3.078" 18.98 " 204.6 " 101.4 " 110.7 " 96.18 " 31.29 " 5.308" Minimum 0.000" 0.000" 0.000 0.000 0.000" 0.339" 2.836" 31.68 " 22.46 " 12.54 " 3.446" 0.739" Total 1.895" 0.019" 0.000 0.000 11.64 " 139.6 "2166 "1994 "1487 " 811.0 " 354.0 " 59.22 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 19.25 " " ... Relative Uncertainty +/-10% Ann. Median 1.875" Annual Total 7025 " Maximum Minimum Daily 204.6 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1996 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.981" 0.207" 0.000 0.000 0.000 0.666" 80.77 " 209.1 " 58.60 " 74.93 " 22.44 " 21.08 " 1 2 0.734" 0.144" 0.000 0.000 0.000 0.450" 56.30 " 201.3 " 52.94 " 69.26 " 21.42 " 24.17 " 2 3 0.597" 0.098" 0.000 0.000 0.000 0.359" 88.45 " 172.1 " 53.03 " 63.72 " 20.17 " 20.52 " 3 4 0.563" 0.070" 0.000 0.000 0.000 0.304" 114.3 " 171.2 " 64.50 " 58.75 " 18.74 " 16.02 " 4 5 0.491" 0.053" 0.000 0.000 0.120" 0.274" 78.75 " 159.5 " 56.78 " 54.28 " 17.45 " 13.50 " 5 6 0.441" 0.041" 0.000 0.000 0.307" 0.262" 56.05 " 149.8 " 54.74 " 50.24 " 20.66 " 11.78 " 6 7 0.394" 0.035" 0.000 0.000 0.141" 0.253" 42.41 " 118.8 " 61.06 " 46.58 " 27.06 " 10.43 " 7 8 0.361" 0.046" 0.000 0.000 0.336" 0.244" 50.57 " 103.8 " 58.39 " 43.35 " 24.67 " 9.257" 8 9 0.333" 0.042" 0.000 0.000 0.431" 0.258" 52.07 " 87.07 " 59.16 " 41.11 " 20.26 " 8.245" 9 10 0.320" 0.015" 0.000 0.000 0.586" 0.319" 36.81 " 78.94 " 61.41 " 45.66 " 17.17 " 7.470" 10 11 0.297" 0.005" 0.000 0.000 0.304" 0.295" 29.36 " 104.6 " 88.94 " 56.67 " 15.14 " 7.208" 11 12 0.291" 0.001" 0.000 0.000 0.221" 0.380" 26.27 " 102.3 " 79.71 " 47.86 " 13.75 " 10.48 " 12 13 0.292" 0.000 0.000 0.000 0.189" 0.395" 29.25 " 157.1 " 63.99 " 40.16 " 13.13 " 11.52 " 13 14 0.281" 0.000 0.000 0.000 0.168" 0.335" 28.17 " 171.1 " 61.25 " 37.01 " 13.26 " 10.36 " 14 15 0.254" 0.000 0.000 0.000 0.162" 0.686" 25.45 " 122.6 " 106.3 " 35.11 " 22.66 " 8.494" 15 16 0.224" 0.000 0.000 0.000 0.160" 1.084" 39.72 " 102.4 " 161.9 " 33.42 " 63.08 " 6.971" 16 17 0.196" 0.000 0.000 0.000 0.167" 1.003" 69.99 " 86.57 " 121.9 " 31.56 " 63.30 " 5.950" 17 18 0.182" 0.000 0.000 0.000 0.156" 2.771" 109.9 " 74.82 " 144.3 " 30.30 " 37.42 " 5.123" 18 19 0.172" 0.000 0.000 0.000 0.163" 3.267" 146.2 " 66.95 " 150.8 " 29.24 " 27.26 " 4.416" 19 20 0.160" 0.000 0.000 0.000 0.160" 16.21 " 99.93 " 75.13 " 110.6 " 28.13 " 22.22 " 3.870" 20 21 0.148" 0.000 0.000 0.000 0.160" 26.84 " 81.51 " 131.8 " 92.07 " 34.50 " 18.56 " 3.374" 21 22 0.134" 0.000 0.000 0.000 0.161" 31.27 " 89.08 " 109.9 " 154.7 " 63.93 " 15.87 " 2.997" 22 23 0.108" 0.000 0.000 0.000 0.162" 25.21 " 109.2 " 83.41 " 161.0 " 69.95 " 14.00 " 2.779" 23 24 0.108" 0.000 0.000 0.000 0.157" 18.39 " 124.9 " 93.08 " 112.2 " 64.24 " 12.88 " 2.562" 24 25 0.116" 0.000 0.000 0.000 0.145" 13.52 " 145.7 " 106.1 " 94.08 " 52.27 " 11.96 " 2.367" 25 26 0.108" 0.000 0.000 0.000 0.141" 10.07 " 103.9 " 82.74 " 86.18 " 40.00 " 11.17 " 2.190" 26 27 0.125" 0.000 0.000 0.000 0.132" 24.38 " 92.57 " 82.11 " 136.2 " 33.64 " 10.56 " 2.007" 27 28 0.112" 0.000 0.000 0.000 0.146" 58.35 " 129.5 " 87.54 " 140.3 " 30.11 " 10.01 " 1.807" 28 29 0.195" 0.000 0.000 0.000 0.153" 55.61 " 123.1 " 78.59 " 98.83 " 27.47 " 9.395" 1.668" 29 30 0.298" 0.000 0.000 0.171" 63.98 " 301.1 " 67.39 " 82.36 " 25.46 " 12.52 " 1.528" 30 31 0.236" 0.000 1.827" 297.2 " 61.42 " 23.76 " 1.336" 31 Mean 0.299" 0.026" 0.000 0.000 0.230" 11.91 " 92.21 " 112.9 " 94.27 " 44.60 " 20.94 " 7.789" Median 0.254" 0.000" 0.000 0.000 0.160" 0.845" 81.51 " 102.4 " 87.56 " 41.11 " 18.00 " 6.971" Maximum 0.981" 0.207" 0.000 0.000 1.827" 63.98 " 301.1 " 209.1 " 161.9 " 74.93 " 63.30 " 24.17 " Minimum 0.108" 0.000" 0.000 0.000 0.000" 0.244" 25.45 " 61.42 " 52.94 " 23.76 " 9.395" 1.336" Total 9.254" 0.754" 0.000 0.000 7.126" 357.4 "2858 "3499 "2828 "1383 " 628.2 " 241.5 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 32.28 " " ... Relative Uncertainty +/-10% Ann. Median 4.143" Annual Total 11813 " Maximum Minimum Daily 301.1 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1997 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 1.135" 0.107" 0.086" 0.315" 0.738" 12.78 " 7.439" 17.20 " 43.84 " 21.01 " 8.151" 3.925" 1 2 0.955" 0.089" 0.079" 0.258" 0.569" 18.41 " 7.020" 15.35 " 74.92 " 20.64 " 7.622" 3.377" 2 3 0.791" 0.104" 0.060" 0.229" 0.664" 22.09 " 7.246" 14.92 " 67.48 " 19.54 " 7.034" 2.907" 3 4 0.666" 0.131" 0.034" 0.286" 0.544" 30.85 " 8.332" 31.95 " 53.24 " 18.22 " 6.605" 2.582" 4 5 0.560" 0.114" 0.039" 0.330" 0.508" 37.01 " 8.407" 60.42 " 48.14 " 16.96 " 6.520" 2.344" 5 6 0.486" 0.088" 0.044" 0.279" 0.467" 36.60 " 12.46 " 68.93 " 72.96 " 15.87 " 6.091" 2.091" 6 7 0.447" 0.077" 0.025" 0.267" 0.435" 31.07 " 28.96 " 63.97 " 71.15 " 15.07 " 5.686" 1.855" 7 8 0.406" 0.083" 0.017" 0.269" 0.417" 28.72 " 30.24 " 52.11 " 62.83 " 16.23 " 5.357" 1.626" 8 9 0.373" 0.118" 0.016" 0.199" 0.402" 46.26 " 23.33 " 97.24 " 87.11 " 37.93 " 5.028" 1.404" 9 10 0.372" 0.116" 0.009" 0.122" 0.392" 40.86 " 20.19 " 162.4 " 86.38 " 71.36 " 4.621" 1.240" 10 11 0.353" 0.049" 0.005" 1.439" 0.422" 31.82 " 16.54 " 106.2 " 68.74 " 77.27 " 4.274" 1.108" 11 12 0.358" 0.033" 0.001" 0.690" 0.573" 31.37 " 14.23 " 74.28 " 56.57 " 49.28 " 4.124" 0.981" 12 13 0.336" 0.029" 0.000" 0.494" 0.591" 26.31 " 19.14 " 58.53 " 51.31 " 36.67 " 4.093" 0.851" 13 14 0.305" 0.029" 0.000 0.420" 0.546" 20.29 " 38.67 " 52.80 " 46.98 " 31.10 " 3.958" 0.780" 14 15 0.287" 0.025" 0.000 0.372" 0.534" 16.30 " 34.26 " 144.0 " 42.41 " 27.24 " 3.791" 0.692" 15 16 0.265" 0.019" 0.000 0.339" 0.525" 13.69 " 24.71 " 188.1 " 38.58 " 23.87 " 3.416" 0.724" 16 17 0.223" 0.014" 0.066" 0.310" 0.515" 11.88 " 19.60 " 110.5 " 35.82 " 21.19 " 3.030" 0.710" 17 18 0.222" 0.021" 0.149" 0.294" 1.220" 10.54 " 16.74 " 80.60 " 34.27 " 19.00 " 2.760" 0.670" 18 19 0.261" 0.026" 0.129" 0.288" 1.234" 9.864" 14.81 " 65.73 " 35.07 " 17.11 " 2.505" 0.670" 19 20 0.314" 0.374" 0.102" 0.325" 0.807" 11.03 " 13.42 " 55.55 " 36.12 " 15.36 " 2.333" 0.701" 20 21 0.301" 0.301" 0.060" 0.412" 0.699" 14.37 " 12.27 " 48.52 " 33.77 " 13.92 " 3.376" 0.664" 21 22 0.260" 0.207" 0.054" 0.401" 0.643" 15.28 " 11.41 " 43.74 " 30.86 " 12.78 " 6.047" 0.574" 22 23 0.236" 0.194" 0.048" 0.371" 1.808" 14.45 " 10.81 " 39.85 " 28.81 " 11.89 " 7.389" 0.507" 23 24 0.204" 0.354" 0.020" 0.342" 1.298" 14.00 " 13.24 " 36.29 " 32.97 " 11.30 " 8.164" 0.488" 24 25 0.189" 0.346" 0.025" 0.331" 1.556" 12.26 " 29.86 " 33.45 " 36.54 " 11.10 " 7.282" 0.468" 25 26 0.221" 0.254" 0.028" 0.325" 3.564" 10.88 " 37.01 " 31.07 " 31.83 " 10.67 " 7.220" 0.426" 26 27 0.212" 0.194" 0.067" 0.418" 4.027" 9.770" 32.71 " 33.03 " 28.09 " 10.36 " 6.969" 0.440" 27 28 0.190" 0.124" 0.055" 0.393" 3.334" 8.929" 32.08 " 56.22 " 25.60 " 10.19 " 6.177" 0.437" 28 29 0.179" 0.544" 0.430" 2.499" 8.342" 26.92 " 74.35 " 23.51 " 9.725" 5.321" 0.393" 29 30 0.189" 0.839" 0.618" 2.749" 7.911" 23.80 " 54.29 " 21.88 " 9.059" 4.581" 0.365" 30 31 0.155" 0.429" 5.988" 20.00 " 42.10 " 8.563" 0.348" 31 Mean 0.369" 0.129" 0.098" 0.386" 1.299" 20.13 " 19.87 " 64.96 " 46.93 " 22.27 " 5.317" 1.173" Median 0.301" 0.105" 0.044" 0.330" 0.643" 14.86 " 19.14 " 55.55 " 40.50 " 16.96 " 5.339" 0.710" Maximum 1.135" 0.374" 0.839" 1.439" 5.988" 46.26 " 38.67 " 188.1 " 87.11 " 77.27 " 8.164" 3.925" Minimum 0.155" 0.014" 0.000" 0.122" 0.392" 7.911" 7.020" 14.92 " 21.88 " 8.563" 2.333" 0.348" Total 11.45 " 3.620" 3.028" 11.57 " 40.27 " 603.9 " 615.9 "2014 "1408 " 690.5 " 159.5 " 36.35 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 15.34 " " ... Relative Uncertainty +/-10% Ann. Median 3.377" Annual Total 5598 " Maximum Minimum Daily 188.1 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1998 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.334" 0.000" 0.000" 0.034" 0.234" 0.653" 11.73 " 39.92 " 81.81 " 108.8 " 12.24 " 4.734" 1 2 0.317" 0.001" 0.000" 0.023" 0.216" 0.651" 10.29 " 40.67 " 138.1 " 90.04 " 11.96 " 5.247" 2 3 0.297" 0.007" 0.000" 0.015" 0.200" 0.628" 9.387" 33.55 " 147.5 " 69.95 " 11.56 " 5.295" 3 4 0.291" 0.003" 0.000" 0.010" 0.189" 1.177" 11.10 " 28.29 " 119.2 " 57.07 " 10.94 " 4.534" 4 5 0.255" 0.000" 0.000" 0.009" 0.257" 1.318" 18.38 " 32.34 " 85.22 " 49.49 " 10.37 " 3.830" 5 6 0.210" 0.000" 0.000" 0.016" 0.263" 0.963" 24.57 " 51.96 " 67.08 " 44.34 " 10.24 " 3.935" 6 7 0.186" 0.000" 0.000" 0.041" 0.257" 1.028" 29.27 " 47.36 " 55.73 " 39.74 " 10.04 " 4.451" 7 8 0.143" 0.000" 0.000" 0.170" 0.276" 5.440" 23.41 " 41.26 " 48.09 " 36.08 " 9.455" 4.249" 8 9 0.150" 0.000" 0.000" 0.179" 1.051" 11.20 " 16.96 " 37.00 " 42.19 " 33.01 " 8.660" 3.674" 9 10 0.190" 0.000" 0.000" 0.154" 0.610" 24.84 " 13.97 " 34.09 " 37.53 " 30.68 " 7.838" 3.344" 10 11 0.180" 0.000" 0.051" 0.129" 0.478" 35.03 " 12.15 " 45.61 " 34.08 " 29.41 " 7.016" 3.192" 11 12 0.132" 0.000" 0.314" 0.115" 0.461" 28.05 " 10.83 " 43.66 " 31.55 " 29.26 " 6.391" 2.762" 12 13 0.196" 0.000" 0.181" 0.109" 0.503" 20.48 " 9.831" 34.09 " 32.36 " 30.69 " 8.087" 2.337" 13 14 0.345" 0.000" 0.076" 0.104" 0.534" 19.66 " 8.902" 27.98 " 31.55 " 35.04 " 13.09 " 2.003" 14 15 0.350" 0.000" 0.086" 0.180" 0.438" 14.96 " 8.020" 24.14 " 27.89 " 31.44 " 13.22 " 2.088" 15 16 0.392" 0.000" 0.066" 0.492" 0.385" 10.93 " 7.414" 23.53 " 25.61 " 29.62 " 10.32 " 2.002" 16 17 0.354" 0.000" 0.037" 0.352" 0.358" 9.927" 7.116" 24.13 " 25.51 " 42.73 " 9.419" 1.776" 17 18 0.256" 0.000" 0.015" 0.327" 0.487" 10.81 " 9.534" 35.39 " 26.02 " 50.77 " 13.49 " 1.565" 18 19 0.185" 0.000" 0.002" 0.312" 0.505" 9.140" 13.35 " 56.36 " 24.03 " 39.08 " 17.56 " 1.398" 19 20 0.144" 0.000" 0.220" 0.308" 0.481" 7.283" 12.24 " 49.79 " 22.22 " 31.39 " 13.21 " 1.236" 20 21 0.137" 0.000" 0.765" 0.303" 0.593" 6.023" 10.93 " 39.04 " 48.37 " 27.04 " 10.34 " 1.138" 21 22 0.132" 0.000" 0.351" 0.309" 0.662" 5.207" 11.66 " 33.11 " 102.1 " 24.04 " 9.546" 1.055" 22 23 0.145" 0.000" 0.253" 0.382" 0.503" 4.550" 11.98 " 28.44 " 91.18 " 21.26 " 9.252" 1.072" 23 24 0.138" 0.000" 0.181" 0.337" 0.476" 4.085" 10.19 " 34.62 " 61.04 " 19.31 " 8.341" 1.073" 24 25 0.085" 0.000" 0.141" 0.280" 0.509" 4.895" 9.558" 38.53 " 75.78 " 18.14 " 7.491" 1.092" 25 26 0.056" 0.000" 0.110" 0.275" 1.566" 9.904" 11.47 " 30.17 " 76.76 " 17.22 " 6.704" 0.986" 26 27 0.037" 0.000" 0.091" 0.243" 0.971" 19.21 " 11.53 " 32.75 " 88.19 " 16.39 " 6.014" 0.854" 27 28 0.022" 0.000" 0.081" 0.247" 1.219" 26.76 " 9.924" 48.76 " 81.62 " 15.73 " 5.444" 0.748" 28 29 0.013" 0.068" 0.270" 0.844" 20.14 " 8.778" 71.88 " 64.02 " 15.19 " 4.858" 0.655" 29 30 0.003" 0.056" 0.255" 0.709" 14.48 " 8.116" 88.57 " 73.71 " 14.29 " 4.444" 0.611" 30 31 0.000" 0.044" 0.657" 15.08 " 71.97 " 13.13 " 0.651" 31 Mean 0.183" 0.000" 0.103" 0.199" 0.545" 10.98 " 12.51 " 40.93 " 62.20 " 35.82 " 9.585" 2.374" Median 0.180" 0.000" 0.056" 0.212" 0.487" 9.522" 11.10 " 37.00 " 58.39 " 30.69 " 9.500" 2.002" Maximum 0.392" 0.007" 0.765" 0.492" 1.566" 35.03 " 29.27 " 88.57 " 147.5 " 108.8 " 17.56 " 5.295" Minimum 0.000" 0.000" 0.000" 0.009" 0.189" 0.628" 7.116" 23.53 " 22.22 " 13.13 " 4.444" 0.611" Total 5.674" 0.012" 3.190" 5.981" 16.89 " 329.4 " 387.7 "1269 "1866 "1110 " 287.5 " 73.59 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 14.67 " " ... Relative Uncertainty +/-10% Ann. Median 3.935" Annual Total 5355 " Maximum Minimum Daily 147.5 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 1999 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.679" 0.354" 0.000" 0.037" 0.099" 0.891" [ ] [ ] [ ] [ ] [ ] [ ] 1 2 0.576" 0.353" 0.000" 0.030" 0.122" 0.825" [ ] [ ] [ ] [ ] [ ] [ ] 2 3 0.546" 0.326" 0.000" 0.036" 0.213" 1.222" [ ] [ ] [ ] [ ] [ ] [ ] 3 4 0.532" 0.278" 0.000" 0.032" 0.242" 1.012" [ ] [ ] [ ] [ ] [ ] [ ] 4 5 0.588" 0.266" 0.000" 0.028" 0.204" 0.888" [ ] [ ] [ ] [ ] [ ] [ ] 5 6 0.622" 0.226" 0.000" 0.020" 0.435" 0.832" [ ] [ ] [ ] [ ] [ ] [ ] 6 7 0.608" 0.239" 0.000" 0.021" 0.287" 0.782" [ ] [ ] [ ] [ ] [ ] [ ] 7 8 0.559" 0.197" 0.000" 0.010" 0.250" 1.070" [ ] [ ] [ ] [ ] [ ] [ ] 8 9 0.569" 0.136" 0.000" 0.013" 0.290" 1.030" [ ] [ ] [ ] [ ] [ ] [ ] 9 10 0.582" 0.121" 0.000" 0.106" 0.309" 0.924" [ ] [ ] [ ] [ ] [ ] [ ] 10 11 0.544" 0.120" 0.000" 0.117" 0.301" 2.121" [ ] [ ] [ ] [ ] [ ] [ ] 11 12 0.529" 0.100" 0.000" 0.053" 0.299" 1.938" [ ] [ ] [ ] [ ] [ ] [ ] 12 13 0.505" 0.072" 0.000" 0.018" 0.396" 2.961" [ ] [ ] [ ] [ ] [ ] [ ] 13 14 0.527" 0.054" 0.000" 0.003" 0.439" 3.398" [ ] [ ] [ ] [ ] [ ] [ ] 14 15 0.523" 0.040" 0.000" 0.000" 0.465" 3.913" [ ] [ ] [ ] [ ] [ ] [ ] 15 16 0.463" 0.037" 0.000" 0.000" 0.456" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 0.422" 0.037" 0.000" 0.120" 0.408" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 0.389" 0.041" 0.000" 0.208" 0.384" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 0.378" 0.042" 0.074" 0.132" 0.872" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 0.348" 0.016" 0.350" 0.108" 1.260" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 0.337" 0.003" 0.260" 0.077" 1.469" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 0.399" 0.000" 0.247" 0.065" 0.858" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 0.697" 0.000" 0.207" 0.081" 0.631" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 0.462" 0.000" 0.164" 0.074" 0.546" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 0.359" 0.000" 0.173" 0.084" 0.551" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 0.320" 0.000" 0.213" 0.112" 1.064" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 0.259" 0.000" 0.179" 0.112" 1.639" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 0.257" 0.000" 0.116" 0.098" 3.014" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 0.297" 0.098" 0.102" 1.458" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 0.276" 0.075" 0.107" 1.052" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 0.315" 0.051" 0.902" [ ] [ ] [ ] [ ] 31 Mean 0.467" 0.109" 0.071" 0.067" 0.675" 1.587" [ ] [ ] [ ] [ ] [ ] [ ] Median 0.505" 0.048" 0.000" 0.069" 0.439" 1.030" [ ] [ ] [ ] [ ] [ ] [ ] Maximum 0.697" 0.354" 0.350" 0.208" 3.014" 3.913" [ ] [ ] [ ] [ ] [ ] [ ] Minimum 0.257" 0.000" 0.000" 0.000" 0.099" 0.782" [ ] [ ] [ ] [ ] [ ] [ ] Total 14.47 " 3.060" 2.207" 2.002" 20.92 " 23.81 " [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 0 0 0 0 0 15 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 0.400" " ... Relative Uncertainty +/-10% Ann. Median 0.219" [ ... Not Available Annual Total 66.46 " Missing Days 199 Maximum Minimum Daily 3.913" 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2000 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 31 29 31 30 31 30 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean [ ] [ ... Not Available Ann. Median [ ] Annual Total [ ] Missing Days 366 Maximum Minimum Daily [ ] [ ] Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2001 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 31 28 31 30 31 30 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean [ ] [ ... Not Available Ann. Median [ ] Annual Total [ ] Missing Days 365 Maximum Minimum Daily [ ] [ ] Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2002 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 31 28 31 30 31 30 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean [ ] [ ... Not Available Ann. Median [ ] Annual Total [ ] Missing Days 365 Maximum Minimum Daily [ ] [ ] Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2003 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 31 28 31 30 31 30 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean [ ] [ ... Not Available Ann. Median [ ] Annual Total [ ] Missing Days 365 Maximum Minimum Daily [ ] [ ] Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2004 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 31 29 31 30 31 30 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean [ ] [ ... Not Available Ann. Median [ ] Annual Total [ ] Missing Days 366 Maximum Minimum Daily [ ] [ ] Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2005 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 31 28 31 30 31 30 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean [ ] [ ... Not Available Ann. Median [ ] Annual Total [ ] Missing Days 365 Maximum Minimum Daily [ ] [ ] Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2006 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] 0.485" 0.862" 9.530" 57.65 " 7.771" 1.891" 0.805" 1 2 [ ] [ ] [ ] [ ] [ ] 0.456" 0.687" 13.58 " 39.24 " 7.297" 1.704" 0.654" 2 3 [ ] [ ] [ ] [ ] [ ] 0.441" 0.860" 12.66 " 30.37 " 8.024" 1.548" 0.561" 3 4 [ ] [ ] [ ] [ ] [ ] 0.424" 0.968" 9.121" 25.41 " 11.72 " 1.392" 0.491" 4 5 [ ] [ ] [ ] [ ] [ ] 0.417" 0.797" 8.921" 21.65 " 12.82 " 1.278" 0.466" 5 6 [ ] [ ] [ ] [ ] [ ] 0.411" 0.691" 10.42 " 18.52 " 10.12 " 1.107" 0.429" 6 7 [ ] [ ] [ ] [ ] [ ] 0.406" 0.628" 25.38 " 16.23 " 8.087" 1.054" 0.411" 7 8 [ ] [ ] [ ] [ ] [ ] 0.388" 0.592" 47.92 " 14.71 " 6.765" 1.023" 0.510" 8 9 [ ] [ ] [ ] [ ] [ ] 0.395" 1.050" 35.84 " 13.83 " 5.957" 0.947" 0.457" 9 10 [ ] [ ] [ ] [ ] [ ] 0.413" 0.783" 22.99 " 13.81 " 5.434" 1.082" 0.417" 10 11 [ ] [ ] [ ] [ ] [ ] 0.403" 0.658" 16.46 " 18.12 " 8.414" 1.309" 0.364" 11 12 [ ] [ ] [ ] [ ] [ ] 0.394" 0.621" 14.50 " 25.53 " 17.24 " 1.369" 0.329" 12 13 [ ] [ ] [ ] [ ] 0.241" 0.385" 0.616" 14.90 " 22.96 " 20.38 " 1.202" 0.289" 13 14 [ ] [ ] [ ] [ ] 0.242" 0.360" 0.610" 13.42 " 17.50 " 16.72 " 0.871" 0.278" 14 15 [ ] [ ] [ ] [ ] 1.001" 0.337" 0.613" 19.71 " 14.43 " 12.76 " 0.728" 0.255" 15 16 [ ] [ ] [ ] [ ] 0.576" 0.343" 0.586" 32.81 " 12.60 " 10.28 " 0.721" 0.223" 16 17 [ ] [ ] [ ] [ ] 0.453" 0.366" 0.558" 26.19 " 11.70 " 8.715" 0.818" 0.198" 17 18 [ ] [ ] [ ] [ ] 0.445" 0.389" 0.539" 20.12 " 13.78 " 7.721" 0.734" 0.198" 18 19 [ ] [ ] [ ] [ ] 0.448" 0.823" 0.525" 63.49 " 18.46 " 6.826" 0.671" 0.295" 19 20 [ ] [ ] [ ] [ ] 0.432" 1.125" 1.223" 76.28 " 17.07 " 5.896" 0.687" 0.370" 20 21 [ ] [ ] [ ] [ ] 0.404" 0.666" 1.721" 54.11 " 18.60 " 5.141" 0.654" 0.295" 21 22 [ ] [ ] [ ] [ ] 0.447" 0.565" 0.946" 79.31 " 24.96 " 4.770" 0.604" 0.228" 22 23 [ ] [ ] [ ] [ ] 1.221" 0.531" 0.801" 146.5 " 20.67 " 4.566" 0.540" 0.166" 23 24 [ ] [ ] [ ] [ ] 0.711" 0.491" 2.105" 88.07 " 16.54 " 4.055" 0.502" 0.144" 24 25 [ ] [ ] [ ] [ ] 0.521" 0.474" 1.919" 59.10 " 14.01 " 3.643" 0.465" 0.090" 25 26 [ ] [ ] [ ] [ ] 0.457" 0.605" 1.298" 44.97 " 12.30 " 3.318" 0.429" 0.074" 26 27 [ ] [ ] [ ] [ ] 0.428" 1.313" 3.102" 35.82 " 11.06 " 2.938" 0.420" 0.049 27 28 [ ] [ ] [ ] [ ] 0.409" 1.357" 2.510" 30.17 " 9.990" 2.645" 0.499" 0.033 28 29 [ ] [ ] [ ] 0.468" 0.818" 3.214" 25.75 " 9.124" 2.417" 1.626" 0.053" 29 30 [ ] [ ] [ ] 0.477" 0.710" 8.872" 21.88 " 8.374" 2.248" 1.018" 0.091" 30 31 [ ] [ ] 0.492" 9.113" 39.31 " 2.108" 0.064" 31 Mean [ ] [ ] [ ] [ ] 0.520" 0.556" 1.615" 36.11 " 18.97 " 7.639" 0.963" 0.300" Median [ ] [ ] [ ] [ ] 0.453" 0.432" 0.801" 25.75 " 16.80 " 6.826" 0.909" 0.289" Maximum [ ] [ ] [ ] [ ] 1.221" 1.357" 9.113" 146.5 " 57.65 " 20.38 " 1.891" 0.805" Minimum [ ] [ ] [ ] [ ] 0.241" 0.337" 0.525" 8.921" 8.374" 2.108" 0.420" 0.033" Total [ ] [ ] [ ] [ ] 9.875" 16.69 " 50.07 "1119 " 569.2 " 236.8 " 28.89 " 9.287" Missing Days 31 28 31 30 12 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 8.756" " ... Relative Uncertainty +/-10% Ann. Median 1.082" [ ... Not Available Annual Total 2040 " Missing Days 132 Maximum Minimum Daily 146.5 " 0.033" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2007 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.043 0.000 0.000 0.000 0.800" 0.448" 2.004" 130.8 " 56.09 " 34.12 " 14.20 " 1.187" 1 2 0.091" 0.000 0.000 0.000 0.695" 0.386" 2.316" 125.8 " 45.16 " 31.08 " 12.43 " 1.162" 2 3 0.345" 0.000 0.000 0.000 0.539" 0.358" 6.975" 78.38 " 37.92 " 28.08 " 10.96 " 1.082" 3 4 0.273" 0.000 0.000 0.000 0.449" 0.346" 17.60 " 57.27 " 35.79 " 25.38 " 9.726" 1.029" 4 5 0.221" 0.000 0.000 0.000 0.457" 0.320" 11.44 " 45.32 " 39.91 " 22.79 " 8.686" 1.300" 5 6 0.147" 0.000 0.000 0.000 0.378" 0.298" 7.652" 61.91 " 35.02 " 20.45 " 7.987" 1.394" 6 7 0.105" 0.000 0.000 0.000 0.294" 0.337" 5.451" 101.7 " 32.89 " 18.66 " 7.538" 1.230" 7 8 0.068" 0.000 0.000 0.000 0.267" 0.514" 4.850" 78.46 " 51.74 " 50.80 " 7.143" 1.350" 8 9 0.065" 0.000 0.000 0.000 0.225" 0.495" 5.392" 57.49 " 51.19 " 112.5 " 6.637" 1.141" 9 10 0.215" 0.000 0.000 0.000 0.286" 0.472" 5.207" 62.48 " 37.51 " 88.94 " 5.999" 0.932" 10 11 0.352" 0.000 0.000 0.000 0.329" 0.446" 3.959" 85.49 " 33.54 " 64.70 " 5.368" 0.837" 11 12 0.242" 0.000 0.000 0.000 0.492" 0.425" 3.038" 63.67 " 67.40 " 50.45 " 4.755" 0.901" 12 13 0.148" 0.000 0.000 0.000 0.401" 0.405" 2.396" 47.75 " 96.73 " 39.89 " 4.188" 0.899" 13 14 0.074" 0.000 0.000 0.000 0.255" 0.840" 1.957" 40.00 " 80.25 " 34.08 " 3.671" 0.831" 14 15 0.043 0.000 0.000 0.000 0.156" 0.518" 1.532" 35.35 " 82.60 " 29.57 " 3.218" 0.826" 15 16 0.074" 0.000 0.000 0.000 0.121" 0.444" 1.240" 30.92 " 66.89 " 25.95 " 2.844" 0.964" 16 17 0.053 0.000 0.000 0.000 0.134" 0.409" 1.043" 27.23 " 55.19 " 23.84 " 2.619" 1.199" 17 18 0.040 0.000 0.000 0.000 0.207" 0.369" 0.893" 24.10 " 52.08 " 25.65 " 2.446" 1.233" 18 19 0.032 0.000 0.000 0.000 0.254" 0.364" 1.228" 21.72 " 55.08 " 24.69 " 2.256" 1.086" 19 20 0.020 0.000 0.000 0.000 0.358" 0.356" 4.858" 20.51 " 47.68 " 21.40 " 2.103" 0.957" 20 21 0.006 0.000 0.000 0.000 0.341" 0.359" 12.00 " 19.22 " 40.51 " 19.61 " 1.940" 0.869" 21 22 0.000 0.000 0.000 0.000 0.343" 0.503" 30.93 " 18.43 " 36.88 " 17.92 " 1.711" 0.792" 22 23 0.000 0.000 0.000 0.000 0.395" 2.062" 46.11 " 28.04 " 34.54 " 15.99 " 1.479" 0.722" 23 24 0.000 0.000 0.000 0.000 0.434" 1.571" 57.16 " 29.00 " 40.65 " 14.33 " 1.255" 0.634" 24 25 0.000 0.000 0.000 0.000 0.508" 1.160" 69.37 " 22.72 " 57.65 " 13.07 " 1.155" 0.561" 25 26 0.000 0.000 0.000 0.000 0.951" 0.901" 60.87 " 34.01 " 51.27 " 13.70 " 1.067" 0.496" 26 27 0.000 0.000 0.000 0.000 1.138" 0.975" 47.52 " 59.65 " 57.71 " 25.41 " 0.958" 0.469" 27 28 0.000 0.000 0.000 0.000 2.044" 2.169" 71.90 " 47.94 " 53.25 " 30.87 " 0.919" 0.469" 28 29 0.000 0.000 0.000 0.849" 1.388" 67.34 " 50.06 " 42.27 " 23.92 " 0.927" 0.440" 29 30 0.000 0.000 0.000 0.636" 2.022" 73.84 " 99.59 " 36.69 " 18.79 " 1.025" 0.409" 30 31 0.000 0.000 0.528" 111.9 " 77.96 " 16.08 " 0.369" 31 Mean 0.086" 0.000 0.000 0.000 0.492" 0.722" 23.87 " 54.29 " 50.40 " 31.70 " 4.574" 0.896" Median 0.043" 0.000 0.000 0.000 0.395" 0.447" 5.451" 47.94 " 49.44 " 25.38 " 3.031" 0.901" Maximum 0.352" 0.000 0.000 0.000 2.044" 2.169" 111.9 " 130.8 " 96.73 " 112.5 " 14.20 " 1.394" Minimum 0.000" 0.000 0.000 0.000 0.121" 0.298" 0.893" 18.43 " 32.89 " 13.07 " 0.919" 0.369" Total 2.657" 0.000 0.000 0.000 15.26 " 21.66 " 739.9 "1683 "1512 " 982.7 " 137.2 " 27.77 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 14.03 " " ... Relative Uncertainty +/-10% Ann. Median 0.849" Annual Total 5122 " Maximum Minimum Daily 130.8 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2008 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.344" 0.000 0.000 0.000 0.237" 2.212" 10.46 " 71.84 " 6.441" 14.94 " 6.117" 1.732" 1 2 0.371" 0.000 0.000 0.000 0.220" 1.380" 7.652" 74.15 " 6.783" 17.30 " 5.235" 1.543" 2 3 0.411" 0.000 0.000 0.000 0.209" 1.085" 6.038" 76.43 " 6.488" 16.65 " 4.691" 1.399" 3 4 0.396" 0.000 0.000 0.000 0.235" 0.896" 5.266" 53.40 " 5.959" 14.30 " 6.524" 1.354" 4 5 0.318" 0.000 0.000 0.000 0.212" 0.791" 7.876" 42.09 " 5.634" 13.40 " 11.74 " 1.186" 5 6 0.287" 0.000 0.000 0.000 0.206" 0.738" 9.613" 35.52 " 5.384" 11.82 " 19.20 " 1.022" 6 7 0.236" 0.000 0.000 0.000 0.215" 0.688" 7.740" 31.13 " 5.059" 10.32 " 19.99 " 0.906" 7 8 0.195" 0.000 0.000 0.000 0.234" 0.655" 6.129" 27.55 " 4.826" 9.146" 14.55 " 0.842" 8 9 0.196" 0.000 0.000 0.000 0.260" 1.539" 5.160" 24.25 " 4.622" 8.195" 10.77 " 0.862" 9 10 0.230" 0.000 0.000 0.000 0.392" 1.270" 5.953" 21.08 " 4.522" 7.349" 8.315" 0.963" 10 11 0.226" 0.000 0.000 0.000 0.936" 1.245" 9.271" 18.69 " 4.962" 6.762" 6.884" 0.911" 11 12 0.225" 0.000 0.000 0.000 0.567" 1.107" 11.09 " 16.73 " 6.468" 6.272" 6.036" 0.779" 12 13 0.212" 0.000 0.000" 0.000 0.589" 0.960" 9.035" 15.19 " 10.56 " 5.770" 5.120" 0.703" 13 14 0.175" 0.000 0.000" 0.000 0.582" 0.873" 7.089" 13.96 " 13.79 " 5.272" 4.306" 0.635" 14 15 0.137" 0.000 0.000" 0.000 0.599" 2.125" 10.26 " 12.98 " 10.65 " 4.778" 3.640" 0.621" 15 16 0.091" 0.000 0.000" 0.000 0.640" 2.382" 36.25 " 12.02 " 8.782" 4.473" 3.129" 0.709" 16 17 0.072" 0.000 0.000" 0.086" 0.538" 1.993" 45.44 " 11.10 " 7.875" 4.305" 2.715" 0.663" 17 18 0.077" 0.000 0.000" 0.414" 0.495" 1.609" 56.39 " 10.39 " 9.350" 3.929" 2.375" 0.644" 18 19 0.103" 0.000 0.000" 0.302" 0.462" 1.366" 80.79 " 9.999" 14.03 " 3.511" 2.126" 0.621" 19 20 0.095" 0.000 0.000 0.280" 0.453" 1.201" 56.25 " 9.600" 14.93 " 3.052" 1.994" 0.676" 20 21 0.071" 0.000 0.000 0.292" 0.456" 1.080" 38.11 " 9.033" 16.02 " 2.636" 1.888" 0.619" 21 22 0.060" 0.000 0.000 0.364" 1.117" 0.998" 30.14 " 8.511" 17.50 " 2.324" 1.841" 0.519" 22 23 0.062" 0.000 0.000 0.552" 2.005" 0.929" 34.02 " 8.164" 13.82 " 2.286" 3.249" 0.479" 23 24 0.046 0.000 0.000 0.480" 1.908" 0.994" 72.23 " 7.910" 11.08 " 4.360" 4.440" 0.440" 24 25 0.007 0.000 0.000 0.401" 1.933" 1.420" 59.38 " 7.594" 24.11 " 15.97 " 4.714" 0.407" 25 26 0.000 0.000 0.000 0.400" 1.130" 1.082" 41.97 " 7.255" 41.15 " 23.01 " 4.496" 0.378" 26 27 0.000 0.000 0.000 0.591" 0.887" 1.111" 37.89 " 7.000" 30.75 " 13.53 " 3.812" 0.361" 27 28 0.000 0.000 0.000 0.575" 1.349" 2.330" 41.21 " 6.757" 21.44 " 10.31 " 3.024" 0.349" 28 29 0.000 0.000 0.000 0.354" 1.480" 5.375" 39.14 " 6.586" 17.03 " 10.38 " 2.491" 0.293" 29 30 0.000 0.000 0.293" 1.033" 15.49 " 87.92 " 6.218" 15.14 " 9.078" 2.088" 0.227" 30 31 0.000 0.000 1.659" 99.13 " 6.104" 7.291" 0.199" 31 Mean 0.150" 0.000 0.000" 0.179" 0.750" 1.898" 31.45 " 21.59 " 12.17 " 8.797" 5.917" 0.743" Median 0.103" 0.000 0.000" 0.000" 0.567" 1.156" 30.14 " 12.02 " 9.956" 7.349" 4.468" 0.663" Maximum 0.411" 0.000 0.000" 0.591" 2.005" 15.49 " 99.13 " 76.43 " 41.15 " 23.01 " 19.99 " 1.732" Minimum 0.000" 0.000 0.000" 0.000" 0.206" 0.655" 5.160" 6.104" 4.522" 2.286" 1.841" 0.199" Total 4.644" 0.000 0.000" 5.384" 23.24 " 56.93 " 974.9 " 669.2 " 365.2 " 272.7 " 177.5 " 23.04 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 7.029" " ... Relative Uncertainty +/-10% Ann. Median 1.096" Annual Total 2573 " Maximum Minimum Daily 99.13 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2009 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.171" 0.008 0.000 0.000 0.000 0.000 55.78 " 20.94 " 36.11 " 37.75 " 6.793" 2.454" 1 2 0.155" 0.001 0.000 0.000 0.000 0.000 33.04 " 18.40 " 40.13 " 34.83 " 5.931" 2.154" 2 3 0.132" 0.000 0.000 0.000 0.000 0.000 20.53 " 16.60 " 36.40 " 33.30 " 5.303" 1.864" 3 4 0.108" 0.000 0.000 0.000 0.000 0.000 14.40 " 15.10 " 32.26 " 31.71 " 4.800" 1.603" 4 5 0.089" 0.000 0.000 0.000 0.000 0.000 10.76 " 13.89 " 40.83 " 29.34 " 4.573" 1.321" 5 6 0.073" 0.000 0.000 0.000 0.000 0.000 9.007" 28.01 " 47.55 " 27.27 " 4.663" 1.073" 6 7 0.062" 0.000 0.000 0.000 0.000 0.000 9.415" 43.20 " 41.50 " 25.65 " 4.506" 0.896" 7 8 0.052 0.000 0.000 0.000 0.000 0.000 8.714" 33.83 " 55.87 " 24.43 " 4.241" 0.787" 8 9 0.042 0.000 0.000 0.000 0.000 0.000 9.618" 34.11 " 50.81 " 22.98 " 3.937" 0.737" 9 10 0.046 0.000 0.000 0.000 0.000 0.000 28.96 " 30.16 " 52.69 " 21.42 " 3.605" 0.714" 10 11 0.022 0.000 0.000 0.000 0.000 0.000 38.85 " 37.03 " 132.5 " 20.31 " 3.188" 0.706" 11 12 0.012 0.000 0.000 0.000 0.000 0.000 25.47 " 39.29 " 250.7 " 19.73 " 3.100" 0.687" 12 13 0.034 0.000 0.000 0.000 0.000 0.000 16.52 " 60.69 " 165.4 " 18.83 " 3.539" 0.601" 13 14 0.060" 0.000 0.000 0.000 0.000 0.000 12.36 " 344.3 # 109.2 " 17.78 " 3.611" 0.662" 14 15 0.027 0.000 0.000 0.000 0.000 0.000 10.06 " 402.1 # 99.99 " 16.54 " 3.277" 0.592" 15 16 0.009 0.000 0.000 0.000 0.000 0.000 13.67 " 262.8 # 91.53 " 15.18 " 2.921" 0.562" 16 17 0.001 0.000 0.000 0.000 0.000 0.000 49.63 " 192.6 " 76.06 " 13.79 " 2.858" 0.541" 17 18 0.000 0.000 0.000 0.000 0.000 0.000 50.33 " 148.9 " 80.36 " 12.71 " 8.081" 0.494" 18 19 0.084" 0.000 0.000 0.000 0.000 0.924" 73.27 " 120.9 " 80.35 " 11.89 " 33.65 " 0.458" 19 20 0.117" 0.000 0.000 0.000 0.000 2.089" 143.2 " 101.6 " 69.06 " 11.19 " 32.89 " 0.455" 20 21 0.046" 0.000 0.000 0.000 0.000 1.830" 186.5 " 98.43 " 97.19 " 10.54 " 18.81 " 0.392" 21 22 0.035 0.000 0.000 0.000 0.000 0.778" 117.3 " 88.55 " 103.4 " 9.928" 12.50 " 0.398" 22 23 0.049 0.000 0.000 0.000 0.000 0.607" 112.5 " 89.70 " 81.67 " 9.289" 9.267" 0.365" 23 24 0.048 0.000 0.000 0.000 0.000 1.503" 101.9 " 79.67 " 72.62 " 8.727" 7.081" 0.373" 24 25 0.017 0.000 0.000 0.000 0.000 2.566" 74.64 " 66.99 " 60.97 " 8.271" 5.766" 0.370" 25 26 0.003 0.000 0.000 0.000 0.000 2.197" 60.47 " 56.84 " 52.38 " 8.128" 4.985" 0.319" 26 27 0.000 0.000 0.000 0.000 0.000 2.763" 47.15 " 50.05 " 47.31 " 8.616" 4.296" 0.331" 27 28 0.000 0.000 0.000 0.000 0.000 4.639" 38.53 " 46.45 " 45.73 " 9.097" 3.777" 0.324" 28 29 0.000 0.000 0.000 0.000 23.42 " 32.58 " 44.25 " 46.42 " 9.909" 3.283" 0.392" 29 30 0.000 0.000 0.000 0.000 69.18 " 28.01 " 39.50 " 42.35 " 9.487" 2.813" 0.453" 30 31 0.010 0.000 0.000 24.33 " 36.20 " 8.037" 0.368" 31 Mean 0.049" 0.000 0.000 0.000 0.000 3.750" 47.02 " 85.84 # 74.64 " 17.63 " 7.268" 0.756" Median 0.042" 0.000 0.000 0.000 0.000 0.000" 32.58 " 46.45 # 58.42 " 15.18 " 4.539" 0.562" Maximum 0.171" 0.008 0.000 0.000 0.000 69.18 " 186.5 " 402.1 # 250.7 " 37.75 " 33.65 " 2.454" Minimum 0.000" 0.000 0.000 0.000 0.000 0.000" 8.714" 13.89 # 32.26 " 8.037" 2.813" 0.319" Total 1.505" 0.009 0.000 0.000 0.000 112.5 "1458 "2661 #2239 " 546.7 " 218.0 " 23.44 " Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 19.89 # " ... Relative Uncertainty +/-10% Ann. Median 0.494# # ... Relative Uncertainty +/-15% Annual Total 7260 # Maximum Minimum Daily 402.1 # 0.000# Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2010 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.353" 0.000 0.000 0.000 0.000 0.066" 0.417" 0.644" 0.563" 0.205" 0.009 0.000 1 2 0.324" 0.000 0.000 0.000 0.000 0.067" 0.415" 0.573" 0.477" 0.202" 0.000 0.000 2 3 0.249" 0.000 0.000 0.000 0.000 0.061 0.390" 0.514" 0.460" 0.207" 0.000 0.000 3 4 0.258" 0.000 0.000 0.000 0.000 0.059 0.388" 0.482" 0.446" 0.223" 0.000 0.000 4 5 0.314" 0.000 0.000 0.000 0.000 0.061" 0.389" 0.462" 0.421" 0.218" 0.000 0.000 5 6 0.250" 0.000 0.000 0.000 0.000 0.074" 0.392" 0.456" 0.417" 0.194" 0.000 0.000 6 7 0.248" 0.000 0.000 0.000 0.000 0.066" 0.398" 0.477" 0.665" 0.166" 0.000 0.000 7 8 0.262" 0.000 0.000 0.000 0.000 0.075" 0.473" 0.545" 1.106" 0.150" 0.000 0.000 8 9 0.221" 0.000 0.000 0.000 0.000 0.089" 2.185" 0.477" 1.257" 0.134" 0.000 0.000 9 10 0.215" 0.000 0.000 0.000 0.000 0.106" 1.550" 0.405" 0.866" 0.159" 0.000 0.000 10 11 0.266" 0.000 0.000 0.000 0.000 0.120" 1.774" 0.389" 0.754" 0.218" 0.000 0.000 11 12 0.257" 0.000 0.000 0.000 0.000 0.136" 4.331" 1.469" 0.840" 0.202" 0.000 0.000 12 13 0.210" 0.000 0.000 0.000 0.000 0.141" 2.406" 1.748" 0.681" 0.174" 0.007 0.000 13 14 0.116" 0.000 0.000 0.000 0.000 0.321" 1.531" 1.081" 0.623" 0.149" 0.007 0.000 14 15 0.031 0.000 0.000 0.000 0.000 1.486" 1.177" 0.860" 0.579" 0.121" 0.001 0.000 15 16 0.004 0.000 0.000 0.000 0.000 0.876" 0.985" 0.766" 0.511" 0.103" 0.000 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.543" 0.855" 0.731" 0.460" 0.090" 0.000 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.439" 0.759" 0.654" 0.442" 0.075" 0.000 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.343" 0.700" 0.597" 0.425" 0.074" 0.000 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.305" 0.657" 0.615" 0.396" 0.253" 0.000 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.264" 0.606" 0.702" 0.371" 0.337" 0.000 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.240" 0.557" 0.858" 0.346" 0.176" 0.000 0.000 22 23 0.000 0.000 0.000 0.000 0.000 1.728" 0.524" 0.651" 0.324" 0.113" 0.000 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.794" 0.509" 0.584" 0.310" 0.091" 0.000 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.542" 0.495" 0.540" 0.309" 0.071" 0.000 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.452" 0.568" 0.525" 0.300" 0.062" 0.000 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.407" 0.651" 0.517" 0.298" 0.067" 0.000 0.000 27 28 0.000 0.000 0.000 0.000 0.018" 0.391" 0.726" 0.493" 0.286" 0.064" 0.000 0.000 28 29 0.000 0.000 0.000 0.098" 0.441" 1.233" 0.469" 0.259" 0.031 0.000 0.000 29 30 0.000 0.000 0.000 0.070" 0.420" 0.825" 0.510" 0.216" 0.019 0.000 0.000 30 31 0.000 0.000 0.058 0.727" 0.606" 0.010 0.000 31 Mean 0.115" 0.000 0.000 0.000 0.008" 0.370" 0.955" 0.658" 0.514" 0.141" 0.001 0.000 Median 0.004" 0.000 0.000 0.000 0.000" 0.284" 0.657" 0.573" 0.444" 0.149" 0.000 0.000 Maximum 0.353" 0.000 0.000 0.000 0.098" 1.728" 4.331" 1.748" 1.257" 0.337" 0.009 0.000 Minimum 0.000" 0.000 0.000 0.000 0.000" 0.059" 0.388" 0.389" 0.216" 0.010" 0.000 0.000 Total 3.577" 0.000 0.000 0.000 0.244" 11.11 " 29.59 " 20.40 " 15.41 " 4.357" 0.023 0.000 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 0.232" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 84.71 " Maximum Minimum Daily 4.331" 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2011 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.759" 56.62 " 11.40 " 14.26 " 0.908" 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.527" 55.59 " 22.47 " 12.38 " 0.582" 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.383" 72.75 " 29.65 " 11.40 " 0.513" 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.066" 49.95 " 23.91 " 10.79 " 0.660" 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.001 31.10 " 18.54 " 9.486" 1.177" 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20.65 " 14.10 " 8.239" 2.817" 0.007 6 7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.81 " 11.26 " 7.274" 3.564" 0.006 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.87 " 9.295" 6.504" 6.725" 0.001 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.36 " 7.886" 5.672" 10.48 " 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.29 " 6.816" 5.009" 8.191" 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.093" 6.003" 4.549" 5.317" 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.190" 5.349" 4.074" 3.587" 0.220" 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.206" 4.681" 3.815" 2.613" 1.675" 13 14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.61 " 4.150" 3.477" 2.027" 0.428" 14 15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.32 " 3.874" 3.177" 1.534" 0.216" 15 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 52.21 " 4.277" 2.696" 1.181" 0.161" 16 17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 43.40 " 6.042" 2.284" 1.094" 0.106" 17 18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.22 " 36.25 " 2.170" 1.149" 0.059" 18 19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.25 " 67.45 " 1.931" 0.981" 0.039 19 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.56 " 41.83 " 1.710" 0.641" 0.016 20 21 0.000 0.000 0.000 0.000 0.000 0.000 0.306" 11.67 " 33.27 " 1.384" 0.385" 0.002 21 22 0.000 0.000 0.000 0.000 0.000 0.000 0.460" 67.54 " 42.16 " 1.194" 0.172" 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 0.488" 98.17 " 31.00 " 1.176" 0.047" 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 0.345" 61.85 " 22.67 " 1.178" 0.005 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 0.250" 48.38 " 18.14 " 1.989" 0.000 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 0.474" 34.37 " 16.44 " 3.516" 0.000 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 0.435" 26.80 " 17.84 " 6.045" 0.000 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 1.289" 21.28 " 28.40 " 6.249" 0.002 0.000 28 29 0.000 0.000 0.000 0.000 0.094" 1.964" 17.33 " 24.51 " 3.788" 0.001 0.000 29 30 0.000 0.000 0.000 0.000 0.473" 3.617" 14.63 " 17.52 " 2.358" 0.000 0.000 30 31 0.000 0.000 0.000 42.57 " 12.50 " 1.465" 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.019" 1.740" 31.40 " 19.57 " 4.879" 1.878" 0.095" Median 0.000 0.000 0.000 0.000 0.000 0.000" 0.001" 21.28 " 17.68 " 3.788" 0.945" 0.000" Maximum 0.000 0.000 0.000 0.000 0.000 0.473" 42.57 " 98.17 " 67.45 " 14.26 " 10.48 " 1.675" Minimum 0.000 0.000 0.000 0.000 0.000 0.000" 0.000" 5.206" 3.874" 1.176" 0.000" 0.000" Total 0.000 0.000 0.000 0.000 0.000 0.567" 53.93 " 973.6 " 587.2 " 151.2 " 56.35 " 2.936" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 5.002" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 1826 " Maximum Minimum Daily 98.17 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2012 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.008 2.575" 14.72 " 0.000 0.020 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.023 2.660" 11.52 " 0.000 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.058" 4.236" 11.73 " 0.000 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.116" 39.73 " 11.75 " 0.317" 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.080" 61.01 " 9.286" 2.795" 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.328" 52.17 " 7.503" 3.795" 0.000 6 7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.986" 36.21 " 6.110" 2.355" 0.000 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.109" 24.35 " 4.974" 1.301" 0.000 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.500" 17.54 " 4.195" 0.658" 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.629" 13.62 " 3.385" 0.310" 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.614" 11.01 " 2.679" 0.124" 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.291" 8.938" 2.188" 0.012 0.472" 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 25.62 " 7.304" 2.156" 0.000 0.160" 13 14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23.27 " 6.203" 3.179" 0.000 0.024 14 15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13.46 " 5.169" 3.503" 0.000 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.834" 4.160" 3.021" 0.000 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.108" 3.571" 2.553" 0.000 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.332" 4.219" 1.970" 0.000 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.034" 0.000 3.119" 5.237" 1.632" 0.000 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.468" 0.000 2.379" 5.343" 1.327" 0.000 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.295" 0.000 3.382" 6.991" 1.020" 0.000 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.017" 0.000 10.42 " 18.56 " 1.098" 0.000 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.84 " 17.07 " 1.200" 0.000 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.632" 11.05 " 0.954" 0.000 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.535" 10.21 " 0.566" 0.000 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.295" 15.93 " 0.282" 0.000 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.018" 0.000 2.515" 41.32 " 0.101" 0.000 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.015" 0.000 2.151" 45.07 " 0.034 0.133" 0.000 28 29 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.986" 28.56 " 0.006 0.536" 0.000 29 30 0.000 0.000 0.000 0.000 0.000 0.000 1.552" 19.67 " 0.000 0.161" 0.000 30 31 0.000 0.000 0.000 0.000 1.443" 0.000 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.028" 0.000 5.052" 17.66 " 3.698" 0.417" 0.022" Median 0.000 0.000 0.000 0.000 0.000 0.000" 0.000 3.119" 11.03 " 2.188" 0.000" 0.000" Maximum 0.000 0.000 0.000 0.000 0.000 0.468" 0.000 25.62 " 61.01 " 14.72 " 3.795" 0.472" Minimum 0.000 0.000 0.000 0.000 0.000 0.000" 0.000 0.008" 2.575" 0.000" 0.000" 0.000" Total 0.000 0.000 0.000 0.000 0.000 0.848" 0.000 156.6 " 529.7 " 114.6 " 12.50 " 0.675" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 2.227" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 814.9 " Maximum Minimum Daily 61.01 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2013 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.31 " 75.03 " 1.402" 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13.03 " 55.82 " 1.057" 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.22 " 46.04 " 0.731" 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22.00 " 39.72 " 0.601" 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.79 " 38.48 " 0.526" 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.006" 11.63 " 40.18 " 0.404" 0.000 6 7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.219" 8.782" 34.78 " 0.338" 0.000 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.68 " 6.884" 30.13 " 0.280" 0.000 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 35.26 " 5.467" 28.24 " 0.193" 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24.59 " 4.815" 27.01 " 0.111" 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 26.25 " 15.14 " 23.53 " 0.084" 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.98 " 62.66 " 20.06 " 0.072" 0.000 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.88 " 52.87 " 16.89 " 0.052 0.000 13 14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.436" 57.92 " 14.28 " 0.040 0.000 14 15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.585" 62.27 " 12.37 " 0.030 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.65 " 48.83 " 12.25 " 0.026 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.31 " 109.5 " 12.15 " 0.017 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.63 " 97.60 " 10.50 " 0.011 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.15 " 80.44 " 10.17 " 0.004 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.404" 80.73 " 14.61 " 0.000 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.198" 78.62 " 15.33 " 0.000 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.659" 82.77 " 11.03 " 0.000 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.545" 195.1 " 8.065" 0.000 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.712" 247.8 # 6.293" 0.000 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.107" 148.0 " 5.099" 0.000 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.727" 102.7 " 4.268" 0.000 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.212" 89.31 " 3.657" 0.000 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.960" 74.67 " 3.056" 0.000 0.000 28 29 0.000 0.000 0.000 0.000 0.000 0.000 5.715" 67.76 " 2.565" 0.000 0.000 29 30 0.000 0.000 0.000 0.000 0.000 0.000 15.18 " 94.79 " 2.077" 0.000 0.000 30 31 0.000 0.000 0.000 0.000 26.28 " 1.668" 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.591" 65.68 # 20.17 " 0.199" 0.000 Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.198" 62.46 # 14.28 " 0.028" 0.000 Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 35.26 " 247.8 # 75.03 " 1.402" 0.000 Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 4.815# 1.668" 0.000" 0.000 Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 297.3 "1970 # 625.3 " 5.978" 0.000 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 7.943# " ... Relative Uncertainty +/-10% Ann. Median 0.000# # ... Relative Uncertainty +/-15% Annual Total 2899 # Maximum Minimum Daily 247.8 # 0.000# Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2014 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.23 " 39.22 " 39.98 " 1.415" 0.164" 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.626" 29.00 " 30.83 " 1.171" 0.087" 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.334" 7.695" 22.18 " 24.90 " 1.005" 0.038 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.681" 6.302" 17.32 " 20.25 " 0.811" 0.016 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.320" 5.180" 14.38 " 22.66 " 0.644" 0.012 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.927" 4.286" 12.98 " 35.08 " 0.580" 0.018 6 7 0.000 0.000 0.000 0.000 0.000 0.000 6.690" 4.116" 16.13 " 28.51 " 0.667" 0.016 7 8 0.000 0.000 0.000 0.000 0.000 0.000 31.91 " 5.923" 36.72 " 20.80 " 0.664" 0.005 8 9 0.000 0.000 0.000 0.000 0.000 0.000 23.48 " 5.608" 94.92 " 16.98 " 0.494" 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 12.46 " 4.323" 68.41 " 14.65 " 0.580" 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 7.650" 3.395" 45.65 " 12.89 " 0.805" 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 4.670" 2.583" 35.22 " 11.46 " 0.581" 0.000 12 13 0.000 0.000 0.000 0.000 0.000 0.000 2.975" 1.947" 27.78 " 10.01 " 0.378" 0.000 13 14 0.000 0.000 0.000 0.000 0.000 0.000 3.291" 1.466" 21.89 " 8.663" 0.227" 0.000 14 15 0.000 0.000 0.000 0.000 0.000 0.000 7.110" 1.173" 17.94 " 7.485" 0.175" 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 7.889" 1.058" 15.43 " 6.344" 0.142" 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 5.195" 0.957" 13.29 " 5.493" 0.091" 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 3.302" 3.999" 11.29 " 5.224" 0.091" 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.000 2.317" 16.96 " 9.703" 5.692" 0.075" 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.000 3.859" 15.71 " 8.615" 6.512" 0.084" 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.000 5.575" 13.02 " 10.49 " 5.928" 0.091" 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.000 11.76 " 17.85 " 31.62 " 5.006" 0.095" 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 17.54 " 14.78 " 27.75 " 4.473" 0.090" 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 11.56 " 10.34 " 18.24 " 4.148" 0.075" 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 8.707" 7.847" 14.33 " 3.701" 0.066" 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 18.89 " 6.319" 12.01 " 3.476" 0.074" 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 42.26 " 5.583" 33.39 " 3.121" 0.123" 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 30.53 " 4.989" 89.49 " 2.747" 0.168" 0.000 28 29 0.000 0.000 0.000 0.000 0.000 26.73 " 24.74 " 74.50 " 2.325" 0.145" 0.000 29 30 0.000 0.000 0.000 0.000 0.000 22.72 " 88.55 " 56.49 " 1.998" 0.197" 0.000 30 31 0.000 0.000 0.000 16.17 " 63.18 " 1.820" 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 10.89 " 11.99 " 30.88 " 12.04 " 0.393" 0.011" Median 0.000 0.000 0.000 0.000 0.000 0.000 7.110" 5.923" 22.03 " 6.512" 0.186" 0.000" Maximum 0.000 0.000 0.000 0.000 0.000 0.000 42.26 " 88.55 " 94.92 " 39.98 " 1.415" 0.164" Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.957" 8.615" 1.820" 0.066" 0.000" Total 0.000 0.000 0.000 0.000 0.000 0.000 337.5 " 371.7 " 926.4 " 373.2 " 11.80 " 0.356" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 5.537" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 2021 " Maximum Minimum Daily 94.92 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2015 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.617" 0.000 0.000 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.153" 0.000 0.000 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.648" 0.000 0.000 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.433" 0.000 0.000 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.478" 0.000 0.000 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.517" 0.000 0.000 0.000 6 7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.311" 0.000 0.000 0.000 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.166" 0.000 0.000 0.000 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.095" 0.000 0.000 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.078" 0.000 0.000 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.610" 0.000 0.000 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.27 $ 0.000 0.000 0.000 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.86 $ 0.000 0.000 0.000 13 14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.23 $ 0.000 0.000 0.000 14 15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.284$ 0.000 0.000 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.716" 0.000 0.000 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.266" 0.000 0.000 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.267" 0.000 0.000 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.467" 0.000 0.000 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.870" 0.000 0.000 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.997" 0.497" 0.000 0.000 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.846" 0.253" 0.000 0.000 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.389" 0.105" 0.000 0.000 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.553" 0.045" 0.000 0.000 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.801" 0.012 0.000 0.000 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.874" 0.000 0.000 0.000 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.452" 0.000 0.000 0.000 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.351" 0.000 0.000 0.000 0.000 28 29 0.000 0.000 0.000 0.000 0.000 0.000 0.379" 0.000 0.000 0.000 0.000 29 30 0.000 0.000 0.000 0.000 0.000 0.000 1.157" 0.000 0.000 0.000 0.000 30 31 0.000 0.000 0.000 0.000 1.332" 0.000 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.875" 2.242$ 0.000 0.000 0.000 Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.487$ 0.000 0.000 0.000 Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.846" 17.86 $ 0.000 0.000 0.000 Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.000$ 0.000 0.000 0.000 Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.13 " 67.25 $ 0.000 0.000 0.000 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 0.259$ " ... Relative Uncertainty +/-10% Ann. Median 0.000$ $ ... Relative Uncertainty +/-20% Annual Total 94.38 $ Maximum Minimum Daily 17.86 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2016 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.46 " 11.43 " 0.221" 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.49 " 14.12 " 0.122" 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.134" 12.21 " 0.057" 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.052" 11.05 " 0.021 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.537" 9.502" 0.003 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.539" 7.833" 0.000 0.000 6 7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.898" 7.101" 0.000 0.000 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.03 " 12.83 " 0.000 0.000 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.43 " 27.53 " 0.000 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.135" 9.933" 18.56 " 0.000 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.187" 7.455" 12.36 " 0.000 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.053" 5.505" 9.240" 0.000 0.000 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.262" 4.150" 7.263" 0.000 0.000 13 14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.700" 3.287" 6.011" 0.000 0.000 14 15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.958" 3.118" 6.151" 0.000 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.467" 4.322" 5.562" 0.000 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.627" 3.750" 4.527" 0.000 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.92 " 3.587" 3.821" 0.000 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.89 " 13.99 " 3.338" 0.000 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.25 " 13.71 " 3.038" 0.000 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.808" 8.897" 2.431" 0.000 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.168" 7.411" 1.979" 0.000 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.810" 8.470" 1.661" 0.000 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.163" 7.943" 1.315" 0.000 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.546" 6.681" 1.094" 0.000 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.848" 5.716" 0.935" 0.000 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 33.27 " 8.851" 0.726" 0.000 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 51.13 " 17.69 " 0.566" 0.000 0.000 28 29 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28.96 " 13.89 " 0.516" 0.000 0.000 29 30 0.000 0.000 0.000 0.000 0.000 0.000 17.70 " 10.42 " 0.449" 0.000 0.000 30 31 0.000 0.000 0.000 0.000 15.86 " 0.371" 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.120" 8.845" 6.630" 0.014" 0.000 Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.053" 7.920" 5.562" 0.000" 0.000 Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 51.13 " 18.03 " 27.53 " 0.221" 0.000 Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 3.118" 0.371" 0.000" 0.000 Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 282.7 " 265.3 " 205.5 " 0.424" 0.000 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 2.060" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 754.0 " Maximum Minimum Daily 51.13 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2017 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 60.22 " 8.655" 13.43 " 2.486" 0.000 1 2 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 43.32 " 9.021" 11.21 " 1.872" 0.000 2 3 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 28.86 " 7.690" 9.045" 1.423" 0.000 3 4 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 23.53 " 6.530" 7.417" 0.987" 0.000 4 5 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 18.28 " 5.782" 6.587" 0.562" 0.000 5 6 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 14.35 " 5.117" 6.128" 0.290" 0.000 6 7 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 11.63 " 4.342" 5.888" 0.076" 0.000 7 8 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 13.94 " 3.783" 5.480" 0.012 0.000 8 9 0.000 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 67.58 " 3.359" 5.013" 0.000 0.000 9 10 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 87.43 " 3.064" 4.780" 0.000 0.000 10 11 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 53.89 " 2.932" 4.344" 0.000 0.000 11 12 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 83.50 " 2.685" 3.937" 0.000 0.000 12 13 0.000 0.000& 0.000& 0.000& 0.000& 0.000 0.000 115.5 " 2.107" 3.475" 0.000 0.000 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 0.000 117.8 " 1.835" 2.933" 0.000 0.000 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 0.000 137.1 # 1.632" 2.443" 0.000 0.000 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 3.992" 104.9 " 1.325" 2.755" 0.000 0.000 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 3.078" 74.74 " 1.078" 7.999" 0.000 0.000 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 1.157" 59.93 " 0.906" 24.08 " 0.000 0.345" 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 1.831" 48.48 " 0.860" 19.24 " 0.000 0.400" 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 7.014" 41.31 " 1.404" 11.00 " 0.000 0.144" 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 14.48 " 32.91 " 8.400" 7.468" 0.000 0.079" 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 36.15 " 27.91 " 42.08 " 5.689" 0.000 0.034 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 28.45 " 23.08 " 66.57 " 4.527" 0.000 0.001 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 18.86 " 18.79 " 42.76 " 3.890" 0.000 0.000 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 15.41 " 16.02 " 51.11 " 3.551" 0.000 0.000 25 26 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 13.15 " 13.72 " 49.20 " 5.109" 0.000 0.000 26 27 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 12.74 " 12.15 " 31.07 " 8.197" 0.000 0.000 27 28 0.000& 0.000& 0.000& 0.000& 0.000& 0.000 17.04 " 10.46 " 23.70 " 6.891" 0.000 0.000 28 29 0.000& 0.000& 0.000& 0.000& 0.000 32.03 " 9.193" 19.58 " 5.461" 0.000 0.000 29 30 0.000& 0.000& 0.000& 0.000& 0.000 30.68 " 8.365" 16.54 " 4.260" 0.000 0.000 30 31 0.000& 0.000& 0.000& 30.42 " 7.991" 3.058" 0.000 31 Mean 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 8.597" 44.74 # 14.17 " 6.945" 0.257" 0.032" Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.157" 28.86 # 5.450" 5.480" 0.000" 0.000" Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 36.15 " 137.1 # 66.57 " 24.08 " 2.486" 0.400" Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000" 7.991# 0.860" 2.443" 0.000" 0.000" Total 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 266.5 "1387 # 425.1 " 215.3 " 7.707" 1.003" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 6.308& " ... Relative Uncertainty +/-10% Ann. Median 0.000& # ... Relative Uncertainty +/-15% Annual Total 2302 & & ... Relative Uncertainty +/-30% Maximum Minimum Daily 137.1 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2018 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 1.696" 43.99 " 34.83 " 8.543" 2.909" 0.280" 1 2 0.000 0.000 0.000 0.000 0.000 0.000 3.606" 79.85 " 29.31 " 7.093" 2.510" 0.276" 2 3 0.000 0.000 0.000 0.000 0.000 0.000 13.06 " 85.29 " 25.58 " 6.179" 2.281" 0.236" 3 4 0.000 0.000 0.000 0.000 0.000 0.000 22.06 " 266.2 # 24.62 " 8.429" 1.983" 0.214" 4 5 0.000 0.000 0.000 0.000 0.000 0.000 43.09 " 174.7 " 30.18 " 9.584" 1.844" 0.231" 5 6 0.000 0.000 0.000 0.000 0.000 0.000 31.63 " 94.01 " 28.28 " 8.513" 1.670" 0.233" 6 7 0.000 0.000 0.000 0.000 0.000 0.000 17.94 " 75.67 " 24.36 " 7.111" 1.483" 0.217" 7 8 0.000 0.000 0.000 0.000 0.000 0.000 12.60 " 69.40 " 26.66 " 6.147" 1.320" 0.190" 8 9 0.000 0.000 0.000 0.000 0.000 0.000 9.382" 127.9 " 24.51 " 5.687" 1.003" 0.150" 9 10 0.000 0.000 0.000 0.000 0.000 1.999" 7.091" 167.7 " 22.19 " 6.428" 0.924" 0.133" 10 11 0.000 0.000 0.000 0.000 0.000 1.350" 5.486" 90.32 " 32.16 " 6.810" 0.635" 0.113" 11 12 0.000 0.000 0.000 0.000 0.000 1.717" 4.425" 68.29 " 27.71 " 6.092" 0.454" 0.124" 12 13 0.000 0.000 0.000 0.000 0.000 1.122" 5.335" 55.08 " 22.95 " 7.059" 0.434$ 0.120" 13 14 0.000 0.000 0.000 0.000 0.000 0.463" 6.615" 72.69 " 21.20 " 18.63 " 0.436$ 0.079" 14 15 0.000 0.000 0.000 0.000 0.000 0.184" 14.85 " 75.23 " 18.72 " 27.70 " 0.448$ 0.072" 15 16 5.635" 0.000 0.000 0.000 0.000 0.076" 22.00 " 52.20 " 16.60 " 16.25 " 0.397$ 0.079" 16 17 3.371" 0.000 0.000 0.000 0.000 0.052" 25.50 " 45.87 " 15.04 " 11.45 " 0.337$ 0.064" 17 18 3.061" 0.000 0.000 0.000 0.000 0.414" 17.39 " 40.10 " 13.63 " 11.38 " 0.333$ 0.045" 18 19 1.697" 0.000 0.000 0.000 0.000 2.630" 14.48 " 33.85 " 12.62 " 26.14 " 0.350$ 0.021" 19 20 0.354" 0.000 0.000 0.000 0.000 4.177" 11.98 " 29.75 " 11.89 " 22.52 " 0.341$ 0.015" 20 21 0.005 0.000 0.000 0.000 0.000 2.538" 12.92 " 29.27 " 10.96 " 17.14 " 0.338$ 0.005" 21 22 0.000 0.000 0.000 0.000 0.000 1.198" 41.89 " 34.97 " 9.966" 15.75 " 0.338$ 0.000" 22 23 0.000 0.000 0.000 0.000 0.000 0.632" 56.61 " 28.70 " 9.085" 12.68 " 0.371$ 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.304" 37.47 " 24.15 " 8.448" 10.72 " 0.435$ 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.115" 33.25 " 21.17 " 8.055" 9.381" 0.418$ 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.039 92.14 " 18.94 " 7.625" 7.804" 0.466$ 0.000 26 27 0.000 0.000 0.000 0.000 0.000 3.876" 68.14 " 17.48 " 7.153" 6.267" 0.436$ 0.000 27 28 0.000 0.000 0.000 0.000 0.000 9.000" 44.52 " 31.93 " 6.831" 5.029" 0.370$ 0.000 28 29 0.000 0.000 0.000 0.000 3.989" 34.06 " 87.91 " 6.998" 4.328" 0.308$ 0.000 29 30 0.000 0.000 0.000 0.000 2.430" 28.97 " 67.49 " 8.944" 3.765" 0.275" 0.000 30 31 0.000 0.000 0.000 24.76 " 45.11 " 3.392" 0.000 31 Mean 0.456" 0.000 0.000 0.000 0.000 1.277" 24.68 " 69.52 # 18.24 " 10.45 " 0.862$ 0.094" Median 0.000" 0.000 0.000 0.000 0.000 0.359" 17.94 " 55.08 # 17.66 " 8.429" 0.436$ 0.072" Maximum 5.635" 0.000 0.000 0.000 0.000 9.000" 92.14 " 266.2 # 34.83 " 27.70 " 2.909$ 0.280" Minimum 0.000" 0.000 0.000 0.000 0.000 0.000" 1.696" 17.48 # 6.831" 3.392" 0.275$ 0.000" Total 14.12 " 0.000 0.000 0.000 0.000 38.30 " 764.9 "2155 # 547.1 " 324.0 " 25.85 $ 2.899" Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.61 $ " ... Relative Uncertainty +/-10% Ann. Median 0.184$ # ... Relative Uncertainty +/-15% Annual Total 3872 $ $ ... Relative Uncertainty +/-20% Maximum Minimum Daily 266.2 $ 0.000$ Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2019 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.137" 38.03 " 0.587" 0.370" 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.079" 46.52 " 0.479" 2.615" 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.057" 49.84 " 0.379" 2.177" 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.032 40.88 " 0.567" 1.065" 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.044" 27.92 " 2.103" 0.559" 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.725" 3.861" 19.61 " 2.403" 0.369" 0.000 6 7 0.000 0.000 0.000 0.000 0.000 0.000 1.251" 4.392" 15.20 " 1.814" 0.240" 0.000 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.602" 3.908" 12.26 " 1.198" 0.145" 0.000 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.214" 2.473" 10.16 " 0.790" 0.059" 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.050" 1.629" 8.282" 0.462" 0.022 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.114" 6.646" 0.314" 0.011 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.710" 5.591" 0.391" 0.001 0.000 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.636" 4.704" 0.460" 0.000 0.000 13 14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.072" 3.991" 0.356" 0.000 0.000 14 15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.232" 3.450" 0.220" 0.000 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.244" 2.930" 0.146" 0.000 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.216" 2.596" 0.097" 0.000 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.92 " 2.609" 0.063" 0.000 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.084" 6.046" 0.036 0.000 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.000 6.365" 4.085" 6.916" 0.030 0.000 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.000 6.604" 3.049" 5.013" 0.022 0.000 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.000 7.122" 2.638" 3.715" 0.019 0.000 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 7.465" 8.494" 3.012" 0.021 0.000 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 4.384" 10.93 " 2.494" 0.025 0.000 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 2.730" 7.362" 2.028" 0.013 0.000 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 1.722" 5.078" 1.840" 0.013 0.000 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 1.155" 3.758" 1.532" 0.011 0.000 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 0.832" 2.887" 1.252" 0.005 0.000 0.000 28 29 0.000 0.000 0.000 0.000 0.000 0.620" 2.812" 0.977" 0.001 0.000 0.000 29 30 0.000 0.000 0.000 0.000 0.000 0.410" 19.99 " 0.758" 0.029" 0.000 0.000 30 31 0.000 0.000 0.000 0.251" 40.59 " 0.093" 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 1.371" 5.146" 11.23 " 0.424" 0.254" 0.000 Median 0.000 0.000 0.000 0.000 0.000 0.000 0.214" 2.887" 4.858" 0.146" 0.000" 0.000 Maximum 0.000 0.000 0.000 0.000 0.000 0.000 7.465" 40.59 " 49.84 " 2.403" 2.615" 0.000 Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.032" 0.758" 0.001" 0.000" 0.000 Total 0.000 0.000 0.000 0.000 0.000 0.000 42.50 " 159.5 " 336.8 " 13.15 " 7.633" 0.000 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 1.533" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 559.6 " Maximum Minimum Daily 49.84 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2020 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.739" 5.791" 3.393" 0.024 0.009 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.574" 13.97 " 2.978" 0.677" 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.134" 14.11 " 2.678" 0.888" 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.293" 8.680" 2.037" 0.477" 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.635" 6.238" 1.648" 0.213" 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.272" 10.33 " 1.437" 0.077" 0.000 6 7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.131" 78.59 " 1.528" 0.018 0.000 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.081" 52.77 " 4.551" 0.005 0.000 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.438" 30.52 " 3.523" 0.471" 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.326" 28.75 " 2.542" 7.980" 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.31 " 23.05 " 1.902" 3.162" 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.29 " 15.44 " 1.383" 1.596" 0.000 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.37 " 11.66 " 1.049" 1.711" 0.000 13 14 0.000 0.000 0.000 0.000 0.000 0.000 3.588" 7.515" 9.413" 0.831" 1.913" 0.000 14 15 0.000 0.000 0.000 0.000 0.000 0.000 4.456" 5.918" 7.762" 0.706" 6.083" 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 3.457" 18.24 " 6.210" 0.626" 3.214" 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 12.64 " 28.78 " 5.002" 0.527" 1.678" 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 14.02 " 21.06 " 4.419" 0.413" 1.301" 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.000 6.510" 12.90 " 5.445" 0.303" 1.133" 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.000 3.208" 8.895" 9.440" 0.203" 0.810" 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.000 1.644" 6.631" 9.277" 0.160" 0.525" 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.000 1.024" 5.302" 8.363" 0.108" 0.311" 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 2.105" 4.462" 6.773" 0.061" 0.180" 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 1.662" 3.820" 5.089" 0.042 0.083" 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 0.761" 3.052" 3.954" 0.040 0.065" 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 1.098" 2.466" 3.670" 0.018 0.034 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 1.398" 2.029" 4.534" 0.011 0.006 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 4.617" 1.840" 4.086" 0.005 0.000 0.000 28 29 0.000 0.000 0.000 0.000 0.000 0.000 2.559" 1.703" 3.784" 0.000 0.000 0.000 29 30 0.000 0.000 0.000 0.000 0.000 2.100" 1.302" 3.676" 0.000 0.011 0.000 30 31 0.000 0.000 0.000 1.230" 1.117" 0.000 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 2.196" 6.569" 13.36 " 1.120" 1.155" 0.000 Median 0.000 0.000 0.000 0.000 0.000 0.000 1.098" 3.052" 8.062" 0.626" 0.474" 0.000 Maximum 0.000 0.000 0.000 0.000 0.000 0.000 14.02 " 28.78 " 78.59 " 4.551" 7.980" 0.009 Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 0.081" 3.670" 0.000" 0.000" 0.000 Total 0.000 0.000 0.000 0.000 0.000 0.000 68.07 " 203.6 " 400.8 " 34.71 " 34.65 " 0.010 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 2.027" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 741.9 " Maximum Minimum Daily 78.59 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2021 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 102.5 " 22.48 " 11.69 " 10.43 " 0.000 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 100.1 " 37.57 " 26.27 " 8.933" 0.000 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 61.04 " 30.46 " 25.48 " 7.805" 0.000 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 43.81 " 20.27 " 18.86 " 7.013" 0.000 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 34.25 " 15.71 " 14.43 " 6.158" 0.000 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28.18 " 12.65 " 11.92 " 5.451" 0.000 6 7 0.000 0.000 0.000 0.000 0.000 0.000 2.907" 23.75 " 10.33 " 9.607" 4.807" 0.000 7 8 0.000 0.000 0.000 0.000 0.000 0.000 4.461" 20.73 " 8.651" 8.650" 4.117" 0.000 8 9 0.000 0.000 0.000 0.000 0.000 0.000 4.066" 38.72 " 18.15 " 7.305" 3.374" 0.000 9 10 0.000 0.000 0.000 0.000 0.000 0.000 16.22 " 92.00 " 36.71 " 6.250" 2.807" 0.000 10 11 0.000 0.000 0.000 0.000 0.000 0.000 5.782" 79.44 " 23.88 " 7.154" 2.459" 0.000 11 12 0.000 0.000 0.000 0.000 0.000 0.000 8.245" 49.02 " 16.95 " 13.57 " 2.101" 0.000 12 13 0.000 0.000 0.000 0.000 0.000 0.000 29.40 " 37.38 " 13.16 " 10.27 " 1.806" 0.000 13 14 0.000 0.000 0.000 0.000 0.000 0.000 57.60 " 29.62 " 10.76 " 7.712" 1.436" 0.000 14 15 0.000 0.000 0.000 0.000 0.000 0.000 46.93 " 23.51 " 9.795" 6.239" 1.128" 0.000 15 16 0.000 0.000 0.000 0.000 0.000 0.000 32.66 " 19.04 " 26.04 " 5.070" 0.966" 0.000 16 17 0.000 0.000 0.000 0.000 0.000 0.000 18.61 " 15.99 " 40.53 " 4.513" 0.838" 0.000 17 18 0.000 0.000 0.000 0.000 0.000 0.000 13.36 " 14.09 " 26.69 " 4.112" 0.701" 0.000 18 19 0.000 0.000 0.000 0.000 0.000 0.000 11.85 " 16.28 " 33.46 " 7.962" 0.592" 0.000 19 20 0.000 0.000 0.000 0.000 0.000 0.000 10.02 " 24.64 " 25.79 " 36.13 " 0.462" 0.000 20 21 0.000 0.000 0.000 0.000 0.000 0.000 52.66 " 21.42 " 17.55 " 41.20 " 0.347" 0.000 21 22 0.000 0.000 0.000 0.000 0.000 0.000 41.50 " 20.08 " 13.64 " 26.96 " 0.259" 0.000 22 23 0.000 0.000 0.000 0.000 0.000 0.000 24.15 " 15.67 " 11.11 " 17.05 " 0.177" 0.000 23 24 0.000 0.000 0.000 0.000 0.000 0.000 22.54 " 12.34 " 9.330" 12.74 " 0.097" 0.000 24 25 0.000 0.000 0.000 0.000 0.000 0.000 16.45 " 10.84 " 8.622" 11.39 " 0.039 0.000 25 26 0.000 0.000 0.000 0.000 0.000 0.000 28.89 " 10.46 " 8.178" 13.28 " 0.014 0.000 26 27 0.000 0.000 0.000 0.000 0.000 0.000 158.5 " 11.35 " 7.507" 37.17 " 0.005 0.000 27 28 0.000 0.000 0.000 0.000 0.000 0.000 97.29 " 10.45 " 7.733" 35.83 " 0.001 0.000 28 29 0.000 0.000 0.000 0.000 0.000 102.5 " 11.54 " 7.051" 21.30 " 0.000 0.000 29 30 0.000 0.000 0.000 0.000 0.000 130.9 " 17.08 " 6.769" 15.26 " 0.000 0.000 30 31 0.000 0.000 0.000 101.4 " 19.99 " 12.25 " 0.000 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 33.52 " 32.75 " 17.92 " 15.73 " 2.478" 0.000 Median 0.000 0.000 0.000 0.000 0.000 0.000 16.45 " 21.42 " 14.68 " 12.25 " 1.047" 0.000 Maximum 0.000 0.000 0.000 0.000 0.000 0.000 158.5 " 102.5 " 40.53 " 41.20 " 10.43 " 0.000 Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000" 10.45 " 6.769" 4.112" 0.000" 0.000 Total 0.000 0.000 0.000 0.000 0.000 0.000 1039 "1015 " 537.5 " 487.6 " 74.33 " 0.000 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 8.641" " ... Relative Uncertainty +/-10% Ann. Median 0.000" Annual Total 3154 " Maximum Minimum Daily 158.5 " 0.000" Department of Water and Environmental Regulation HYDAY V145 Output 28/10/2022 Site 614036 North Dandalup River - North Rd Year 2022 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 1 2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 2 3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 3 4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 4 5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 5 6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 6 7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 7 8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 8 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 9 10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 10 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 11 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 12 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 13 14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 14 15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 15 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 16 17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 17 18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 18 19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 19 20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 20 21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 21 22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] 22 23 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 23 24 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 24 25 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 25 26 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 26 27 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 27 28 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 28 29 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 29 30 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 30 31 0.000 0.000 0.000 [ ] [ ] [ ] [ ] 31 Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 [ ] [ ] [ ] [ ] [ ] Missing Days 0 0 0 0 0 0 9 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 [ ... Not Available Ann. Median 0.000 Annual Total 0.000 Missing Days 162 Maximum Minimum Daily 0.000 0.000