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Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1980 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 [ ] [ ] [ ] [ ] [ ] [ ] 22.48 & 118.5 & 78.22 & 27.52 & 4.416& 0.071& 1 2 [ ] [ ] [ ] [ ] [ ] [ ] 22.65 & 98.61 & 69.94 & 23.56 & 3.570& 0.057& 2 3 [ ] [ ] [ ] [ ] [ ] [ ] 19.19 & 86.12 & 65.52 & 20.37 & 2.678& 0.027& 3 4 [ ] [ ] [ ] [ ] [ ] [ ] 16.08 & 76.51 & 59.91 & 19.46 & 2.281& 0.008& 4 5 [ ] [ ] [ ] [ ] [ ] [ ] 13.65 & 78.28 & 54.96 & 19.68 & 1.911& 0.006& 5 6 [ ] [ ] [ ] [ ] [ ] 1.047$ 12.03 & 86.83 & 52.63 & 18.05 & 1.828& 0.006& 6 7 [ ] [ ] [ ] [ ] [ ] 0.941$ 10.85 & 83.09 & 50.82 & 16.67 & 1.948& 0.002& 7 8 [ ] [ ] [ ] [ ] [ ] 0.849$ 9.792& 71.63 & 49.50 & 16.05 & 1.920& 0.000& 8 9 [ ] [ ] [ ] [ ] [ ] 0.788& 9.367& 77.76 & 45.37 & 15.08 & 1.913& 0.000& 9 10 [ ] [ ] [ ] [ ] [ ] 0.743& 21.93 & 94.97 & 41.70 & 14.09 & 1.649& 0.000& 10 11 [ ] [ ] [ ] [ ] [ ] 0.709& 51.26 & 89.95 & 36.62 & 13.04 & 1.377$ 0.000& 11 12 [ ] [ ] [ ] [ ] [ ] 0.679& 193.1 & 75.67 & 31.65 & 12.26 & 1.113$ 0.000& 12 13 [ ] [ ] [ ] [ ] [ ] 0.679& 195.9 & 64.34 & 29.56 & 11.44 & 0.893& 0.000& 13 14 [ ] [ ] [ ] [ ] [ ] 0.984& 147.9 & 56.61 & 30.98 & 10.77 & 0.606& 0.000& 14 15 [ ] [ ] [ ] [ ] [ ] 1.823& 122.3 & 49.94 & 28.02 & 11.97 & 0.354& 0.000& 15 16 [ ] [ ] [ ] [ ] [ ] 4.765& 141.2 & 46.02 & 27.41 & 12.93 & 0.271& 0.000& 16 17 [ ] [ ] [ ] [ ] [ ] 4.259& 135.7 & 46.92 & 27.91 & 12.22 & 0.231& 0.000& 17 18 [ ] [ ] [ ] [ ] [ ] 3.253& 114.3 & 116.8 & 25.45 & 11.33 & 0.228& 0.000& 18 19 [ ] [ ] [ ] [ ] [ ] 3.094& 91.93 & 118.2 & 23.48 & 10.79 & 0.173& 0.000& 19 20 [ ] [ ] [ ] [ ] [ ] 3.630& 78.11 & 96.65 & 20.38 & 10.50 & 0.157& 0.000& 20 21 [ ] [ ] [ ] [ ] [ ] 12.70 & 68.47 & 83.78 & 23.36 & 14.21 & 0.143& 0.000& 21 22 [ ] [ ] [ ] [ ] [ ] 17.91 & 61.41 & 86.48 & 129.1 & 22.53 & 0.112& 0.000& 22 23 [ ] [ ] [ ] [ ] [ ] 9.750& 56.34 & 98.65 & 137.5 & 18.97 & 0.074& 0.000& 23 24 [ ] [ ] [ ] [ ] [ ] 8.575& 57.72 & 80.12 & 115.0 & 17.17 & 0.074& 0.000& 24 25 [ ] [ ] [ ] [ ] [ ] 22.33 & 66.18 & 69.44 & 78.94 & 17.64 & 0.100& 0.000& 25 26 [ ] [ ] [ ] [ ] [ ] 26.19 & 118.1 & 141.6 & 60.69 & 16.52 & 0.106& 0.000& 26 27 [ ] [ ] [ ] [ ] [ ] 24.89 & 185.0 & 152.3 & 47.76 & 13.90 & 0.074& 0.000& 27 28 [ ] [ ] [ ] [ ] [ ] 19.49 & 173.8 & 139.2 & 39.01 & 11.60 & 0.066& 0.000& 28 29 [ ] [ ] [ ] [ ] [ ] 19.36 & 150.5 & 107.9 & 42.99 & 10.10 & 0.081& 0.000& 29 30 [ ] [ ] [ ] [ ] 26.49 & 120.8 & 99.12 & 35.12 & 8.483& 0.082& 0.000& 30 31 [ ] [ ] [ ] 118.8 & 86.31 & 6.598& 0.000& 31 Mean [ ] [ ] [ ] [ ] [ ] 8.637& 84.09 & 89.62 & 51.98 & 15.02 & 1.014& 0.006& Median [ ] [ ] [ ] [ ] [ ] 3.630& 68.47 & 86.31 & 44.18 & 14.09 & 0.313& 0.000& Maximum [ ] [ ] [ ] [ ] [ ] 26.49 & 195.9 & 152.3 & 137.5 & 27.52 & 4.416& 0.071& Minimum [ ] [ ] [ ] [ ] [ ] 0.679& 9.367& 46.02 & 20.38 & 6.598& 0.066& 0.000& Total [ ] [ ] [ ] [ ] [ ] 215.9 &2607 &2778 &1560 & 465.5 & 30.43 & 0.176& Missing Days 31 29 31 30 31 5 0 0 0 0 0 0 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 36.63 & $ ... Relative Uncertainty +/-20% Ann. Median 16.52 & & ... Relative Uncertainty +/-30% Annual Total 7657 & [ ... Not Available Missing Days 157 Maximum Minimum Daily 195.9 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1981 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 68.25 " 306.4 " 682.3 " 205.7 " 64.38 " 6.833# 3.734# 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 62.64 " 243.2 " 700.4 " 187.4 " 78.66 " 7.285# 3.502$ 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 66.14 " 203.4 " 673.3 " 172.7 " 74.45 " 6.916# 3.078$ 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 45.44 " 178.3 " 696.3 " 161.9 " 64.70 " 6.073# 2.634$ 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 37.00 # 160.6 " 705.0 " 170.1 " 54.20 " 5.126# 2.322& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 345.0 ! 148.1 " 684.7 " 167.8 " 48.44 " 5.054# 2.168& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 485.2 ! 159.1 " 879.9 " 156.4 " 43.05 " 6.035# 1.711& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 514.6 ! 175.3 " 889.5 " 219.3 " 38.87 " 6.455# 2.668& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 622.9 ! 152.7 " 793.8 " 217.2 " 34.27 # 5.701# 32.93 $ 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 416.7 ! 139.6 " 909.9 " 184.6 " 29.73 # 4.337# 58.54 " 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 286.8 " 123.2 "1001 # 152.4 " 26.40 # 2.985$ 29.70 # 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 434.2 " 114.9 " 911.2 " 131.9 " 22.49 # 3.116$ 18.74 # 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 339.0 " 107.1 " 785.3 " 118.4 " 20.36 # 75.38 # 13.01 " 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 233.8 " 104.6 " 725.6 " 106.3 " 19.36 " 181.6 " 8.485# 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 185.2 " 121.6 " 805.4 " 95.98 " 18.43 " 58.34 " 5.781# 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 203.0 " 117.2 " 871.3 " 91.47 " 17.26 " 23.99 # 3.965# 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 168.7 " 130.5 " 792.8 " 93.34 " 16.14 " 13.74 " 2.475& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 139.8 " 175.6 " 706.4 " 88.59 " 16.27 " 9.509" 1.549& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 120.8 " 180.5 " 661.5 " 84.37 " 14.77 " 7.277# 0.809& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 151.7 " 143.1 " 631.5 " 94.59 " 13.40 " 5.757# 0.406& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 167.5 " 139.5 " 577.2 " 93.93 " 12.24 " 4.822# 0.178& 21 22 0.000& 0.000& 0.000& 0.000& 0.122& 138.7 " 340.7 " 525.3 " 90.31 " 12.35 " 4.231# 0.058& 22 23 0.000& 0.000& 0.000& 0.000& 0.061& 110.4 " 585.3 " 475.7 " 83.10 " 11.43 " 3.948# 0.009& 23 24 0.000& 0.000& 0.000& 0.000& 0.023& 217.1 " 493.3 " 432.4 " 75.04 " 9.569" 3.669# 0.001& 24 25 0.000& 0.000& 0.000& 0.000& 5.540& 292.2 " 474.9 " 409.5 " 68.36 " 8.499" 3.880# 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 27.41 # 232.4 " 418.1 " 374.8 " 64.79 " 11.65 " 5.309# 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 32.44 # 391.9 " 495.2 " 332.7 " 59.63 " 13.93 " 6.078# 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 23.14 # 372.1 " 434.1 " 301.9 " 56.33 " 12.51 " 5.734# 0.000& 28 29 0.000& 0.000& 0.000& 22.93 # 338.8 " 388.0 " 281.0 " 54.13 " 10.93 " 4.956# 0.000& 29 30 0.000& 0.000& 0.000& 103.9 " 368.4 " 491.3 " 250.4 " 51.11 " 9.684" 4.460# 0.000& 30 31 0.000& 0.000& 68.34 " 525.1 " 224.3 " 8.032# 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 9.158& 251.9 ! 257.1 " 635.3 # 119.9 " 26.98 # 16.29 $ 6.402& Median 0.000& 0.000& 0.000& 0.000& 0.000& 224.7 ! 175.6 " 684.7 # 95.29 " 17.26 # 5.746$ 2.168& Maximum 0.000& 0.000& 0.000& 0.000& 103.9 & 622.9 ! 585.3 "1001 # 219.3 " 78.66 # 181.6 $ 58.54 & Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 37.00 ! 104.6 " 224.3 # 51.11 " 8.032# 2.985$ 0.000& Total 0.00& 0.00& 0.00& 0.00& 283.9 & 7556 ! 7971 "19693 # 3597 " 836.5 # 488.6 $ 198.5 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 111.3 ! ! ... Not reviewed / Quality not known Ann. Median 5.701! " ... Relative Uncertainty +/-10% Annual Total 40624 ! # ... Relative Uncertainty +/-15% $ ... Relative Uncertainty +/-20% Maximum Minimum & ... Relative Uncertainty +/-30% Daily 1001 ! 0.000! Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1982 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.001& 0.000& 0.000& 0.000& 1.817& 55.94 " 68.90 " 84.87 " 45.08 " 5.194# 0.017& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 1.620& 55.53 " 168.6 " 84.69 " 46.25 " 5.026# 0.001& 2 3 0.034& 0.000& 0.000& 0.000& 0.000& 1.833& 54.95 " 150.5 " 83.55 " 48.39 " 5.193# 0.000& 3 4 0.017& 0.000& 0.000& 0.000& 0.000& 2.210& 57.12 " 106.9 " 80.10 " 56.63 " 4.954# 0.000& 4 5 0.003& 0.000& 0.000& 0.000& 0.000& 1.774& 54.92 " 87.54 " 75.68 " 68.53 " 4.853# 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 1.474& 62.98 " 77.92 " 69.74 " 75.93 " 4.341# 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 2.224& 62.75 " 204.4 " 65.91 " 65.22 " 3.471$ 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 48.29 # 56.25 " 442.4 " 62.50 " 54.24 " 2.641$ 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 43.97 # 49.37 " 346.1 " 59.89 " 44.23 " 1.832& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 39.82 # 44.81 " 250.1 " 58.24 " 39.13 " 1.072& 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 40.05 " 40.63 " 198.8 " 55.57 " 36.48 # 0.613& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.071& 30.58 # 35.59 # 171.1 " 52.64 " 34.27 # 0.373& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.744& 48.83 # 31.43 # 149.4 " 50.65 " 31.51 # 0.229& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.885& 97.51 " 27.21 # 132.1 " 53.40 " 28.31 # 0.086& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.751& 96.02 " 40.29 # 117.0 " 123.3 " 25.50 # 0.043& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.687& 86.94 " 61.93 " 103.6 " 182.0 " 23.00 # 0.007& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.929& 88.28 " 66.31 " 93.86 " 160.2 " 20.54 # 0.000& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.833& 93.42 " 58.71 " 93.62 " 115.7 " 18.68 " 0.000& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.720& 105.8 " 50.81 " 150.2 " 87.56 " 16.83 " 0.000& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.573& 89.08 " 81.21 " 146.4 " 76.64 " 14.68 " 0.000& 0.000& 20 21 2.193& 0.000& 0.000& 0.000& 0.442& 75.00 " 114.3 " 115.7 " 74.24 " 12.72 " 0.000& 0.000& 21 22 10.47 & 0.000& 0.000& 0.000& 0.394& 68.12 " 159.7 " 95.96 " 72.91 " 11.07 " 0.000& 0.000& 22 23 8.428# 0.000& 0.000& 0.000& 0.796& 63.34 " 146.2 " 236.2 " 69.22 " 10.01 " 0.000& 0.000& 23 24 4.500# 0.000& 0.000& 0.000& 1.778& 63.04 " 122.9 " 267.8 " 77.33 " 9.569" 0.000& 0.000& 24 25 2.602& 0.000& 0.000& 0.000& 2.025& 65.88 " 104.9 " 172.5 " 90.62 " 10.28 " 0.000& 0.000& 25 26 1.162& 0.000& 0.000& 0.000& 2.330& 66.55 " 91.70 " 134.1 " 77.14 " 10.31 " 0.000& 0.000& 26 27 0.610& 0.000& 0.000& 0.000& 3.820$ 62.88 " 93.40 " 115.9 " 66.64 " 9.286" 0.004& 0.000& 27 28 0.306& 0.000& 0.000& 0.000& 4.539# 56.28 " 90.41 " 102.5 " 58.33 " 8.655" 0.082& 0.000& 28 29 0.146& 0.000& 0.000& 4.004# 51.66 " 80.51 " 94.44 " 52.06 " 8.306" 0.049& 0.000& 29 30 0.050& 0.000& 0.000& 3.139$ 48.85 " 70.98 " 89.43 " 47.54 " 7.195# 0.055& 0.000& 30 31 0.009& 0.000& 2.411& 65.17 " 86.98 " 6.005# 0.000& 31 Mean 0.985& 0.000& 0.000& 0.000& 1.028& 51.44 & 70.61 # 153.9 " 78.96 " 28.93 # 1.337& 0.001& Median 0.000& 0.000& 0.000& 0.000& 0.687& 53.97 & 61.93 # 132.1 " 73.58 " 23.00 # 0.068& 0.000& Maximum 10.47 & 0.001& 0.000& 0.000& 4.539& 105.8 & 159.7 # 442.4 " 182.0 " 75.93 # 5.194& 0.017& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 1.474& 27.21 # 68.90 " 47.54 " 6.005# 0.000& 0.000& Total 30.53 & 0.001& 0.000& 0.000& 31.87 &1543 &2189 #4771 "2369 " 896.8 # 40.12 & 0.018& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 32.52 & " ... Relative Uncertainty +/-10% Ann. Median 0.744& # ... Relative Uncertainty +/-15% Annual Total 11871 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 442.4 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 0.491& 0.000& 0.328& 194.9 " 661.1 " 438.3 " 116.1 " 9.401" 2.263& 1 2 0.000& 0.000& 0.000& 0.022& 0.000& 2.164& 149.4 " 626.7 " 340.3 " 107.1 " 8.168# 2.644$ 2 3 0.000& 0.000& 0.000& 0.001& 0.000& 4.890& 120.7 " 572.9 " 435.4 " 98.82 " 7.183# 2.524& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 4.615# 101.2 " 510.0 " 631.4 " 90.67 " 6.560# 2.513$ 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 3.267$ 86.54 " 499.0 " 553.8 " 82.63 " 5.667# 2.993$ 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 2.581$ 77.20 " 471.1 " 551.4 " 77.18 " 6.269# 3.015$ 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 2.011& 75.76 " 435.0 " 569.5 " 72.91 " 10.08 # 2.273& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 1.483& 308.7 " 383.8 " 519.4 " 68.46 " 10.08 " 1.796& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 1.155& 392.1 " 345.1 " 457.2 " 64.79 " 7.613# 1.622& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 0.969& 315.3 " 316.9 " 409.0 " 60.67 " 6.301# 1.396& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 0.840& 225.6 " 292.1 " 380.7 " 56.98 " 5.359# 1.220& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 0.779& 185.4 " 322.6 " 408.9 " 57.75 " 28.52 # 0.957& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 0.724& 163.2 " 291.5 " 477.6 " 62.59 " 54.53 " 0.665& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 0.631& 145.7 " 292.6 " 469.4 " 58.37 " 56.35 " 0.536& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 0.529& 131.3 " 269.4 " 447.3 " 53.50 " 30.94 # 0.335& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 0.452& 118.8 " 231.5 " 451.5 " 47.44 " 30.96 # 0.170& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 23.04 & 108.6 " 203.0 " 388.8 " 44.99 " 86.64 " 0.084& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 81.40 " 100.4 " 203.6 " 336.3 " 40.64 " 110.3 " 0.041& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 91.30 " 95.89 " 190.8 " 299.3 " 36.50 # 70.68 " 0.011& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 67.25 " 90.92 " 199.7 " 266.9 " 30.89 # 49.01 " 0.005& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 51.46 " 85.79 " 192.4 " 243.1 " 27.14 # 36.82 # 0.001& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 43.65 " 79.45 " 175.7 " 215.9 " 23.47 # 24.84 # 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 42.57 " 74.12 " 288.9 " 192.4 " 20.92 # 17.95 # 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 44.27 " 516.0 " 344.7 " 183.5 " 19.30 " 13.42 " 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 53.01 " 912.4 # 304.6 " 165.7 " 17.90 " 9.302" 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 0.000& 59.37 "1176 # 261.7 " 155.8 " 17.30 " 7.228# 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 0.000& 89.49 " 956.4 # 252.3 " 154.2 " 16.74 " 5.946# 0.047& 27 28 0.000& 0.000& 0.000& 0.000& 0.000& 458.6 " 751.5 " 260.2 " 148.0 " 15.01 " 4.824# 2.109& 28 29 0.000& 0.000& 0.000& 0.000& 433.2 " 638.9 " 313.9 " 136.1 " 13.97 " 3.798# 2.355& 29 30 0.000& 0.000& 0.000& 0.000& 295.3 " 677.1 " 308.0 " 125.3 " 12.83 " 2.717$ 4.350& 30 31 0.000& 1.022& 0.000& 660.3 " 292.7 " 11.07 " 33.21 # 31 Mean 0.000& 0.000& 0.033& 0.017& 0.000& 62.04 & 313.4 # 332.7 " 351.8 " 49.18 # 24.25 $ 2.230& Median 0.000& 0.000& 0.000& 0.000& 0.000& 4.752& 149.4 # 292.7 " 384.8 " 47.44 # 9.741$ 0.957& Maximum 0.000& 0.000& 1.022& 0.491& 0.000& 458.6 &1176 # 661.1 " 631.4 " 116.1 # 110.3 $ 33.21 & Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.328& 74.12 # 175.7 " 125.3 " 11.07 # 2.717$ 0.000& Total 0.00& 0.00& 1.02& 0.51& 0.00& 1861 & 9715 #10314 "10553 " 1525 # 727.4 $ 69.14& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 95.25 & " ... Relative Uncertainty +/-10% Ann. Median 2.109& # ... Relative Uncertainty +/-15% Annual Total 34765 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 1176 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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 52.01 " 0.000& 0.000& 0.000& 0.617& 118.5 " 45.71 " 74.34 " 112.0 " 35.97 " 3.880# 0.068& 1 2 32.69 # 0.000& 0.000& 0.000& 2.681$ 101.8 " 41.00 " 162.0 " 108.0 " 35.26 # 3.408# 0.008& 2 3 20.40 # 0.000& 0.000& 0.000& 2.750& 91.30 " 43.10 " 252.7 " 112.7 " 31.85 # 3.258$ 0.000& 3 4 14.13 " 0.000& 0.000& 0.000& 1.746& 84.17 " 64.86 " 182.4 " 105.7 " 29.32 # 2.732$ 0.000& 4 5 9.243# 0.000& 0.000& 0.000& 1.339& 97.75 " 115.7 " 150.7 " 164.8 " 26.48 # 2.885$ 0.000& 5 6 6.253# 0.000& 0.000& 0.000& 2.954& 131.8 " 198.8 " 312.0 " 148.4 " 24.59 # 4.571$ 0.000& 6 7 4.186# 0.000& 0.000& 0.000& 9.896# 118.8 " 167.4 " 490.6 " 122.3 " 31.94 # 6.106# 0.000& 7 8 2.528& 0.000& 0.000& 0.000& 15.59 " 95.89 " 200.3 " 426.1 " 101.6 " 37.60 " 13.33 # 0.000& 8 9 1.255& 0.000& 0.000& 0.000& 12.45 " 83.17 " 170.8 " 385.8 " 123.3 " 36.46 # 34.75 # 0.000& 9 10 0.534& 0.000& 0.000& 0.000& 11.27 " 75.66 " 134.2 " 324.3 " 141.5 " 33.72 # 23.96 # 0.000& 10 11 0.217& 0.000& 0.000& 0.000& 9.523" 70.63 " 109.9 " 268.3 " 102.6 " 28.25 # 19.55 # 0.000& 11 12 0.071& 0.000& 0.000& 0.000& 18.80 " 67.56 " 94.13 " 230.7 " 85.21 " 23.70 # 13.78 " 0.000& 12 13 0.018& 0.000& 0.000& 0.000& 18.61 " 71.68 " 85.24 " 203.5 " 75.46 " 21.23 # 9.160# 0.000& 13 14 0.001& 0.000& 0.000& 0.000& 17.00 " 75.96 " 79.35 " 190.7 " 161.9 " 19.33 " 5.947# 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 14.83 " 75.64 " 81.83 " 189.6 " 181.2 " 17.78 " 3.721$ 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 14.75 " 67.91 " 127.7 " 192.5 " 137.6 " 15.78 " 4.320$ 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 24.84 # 62.33 " 141.3 " 194.3 " 104.7 " 13.44 " 5.145# 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 47.65 " 57.56 " 115.8 " 215.3 " 86.91 " 11.44 " 4.769# 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 68.43 " 54.56 " 96.00 " 245.1 " 76.79 " 9.458" 3.673# 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 149.6 " 52.38 " 90.91 " 222.2 " 66.98 " 8.126# 2.768$ 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 165.3 " 75.40 " 87.85 " 193.5 " 59.53 " 7.561# 1.704& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 126.0 " 87.52 " 83.74 " 180.8 " 56.45 " 6.779# 1.001& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 92.47 " 87.67 " 78.51 " 168.7 " 52.14 " 6.368# 0.587& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 77.59 " 71.45 " 75.96 " 158.1 " 49.22 " 6.039# 0.467& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 74.71 " 64.54 " 73.96 " 144.4 " 46.44 " 5.613# 0.448& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 96.85 " 58.76 " 96.78 " 133.2 " 43.73 " 4.903# 0.537& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 135.4 " 55.11 " 105.8 " 124.9 " 40.79 " 4.195# 0.513& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 170.8 " 51.69 " 100.3 " 116.9 " 38.58 " 3.510$ 0.378& 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 164.6 " 48.15 " 87.38 " 115.3 " 35.38 " 2.865$ 0.271& 0.000& 29 30 0.000& 0.000& 0.000& 142.7 " 47.16 " 80.18 " 126.0 " 35.40 " 3.502$ 0.183& 0.000& 30 31 0.000& 0.000& 132.3 " 75.56 " 122.4 " 3.933# 0.000& 31 Mean 4.630& 0.000& 0.000& 0.000& 58.84 & 76.75 " 101.6 " 209.6 " 92.58 " 17.65 $ 5.927& 0.002& Median 0.000& 0.000& 0.000& 0.000& 18.80 & 73.54 " 90.91 " 190.7 " 94.26 " 15.78 $ 3.541& 0.000& Maximum 52.01 & 0.000& 0.000& 0.000& 170.8 & 131.8 " 200.3 " 490.6 " 181.2 " 37.60 $ 34.75 & 0.068& Minimum 0.000& 0.000& 0.000& 0.000& 0.617& 47.16 " 41.00 " 74.34 " 35.38 " 2.865$ 0.183& 0.000& Total 143.5 & 0.000& 0.000& 0.000&1824 &2303 "3150 "6497 "2777 " 547.0 $ 177.8 & 0.076& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 47.60 & " ... Relative Uncertainty +/-10% Ann. Median 6.073& # ... Relative Uncertainty +/-15% Annual Total 17420 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 490.6 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1985 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 1.852& 0.000& 0.000& 0.000& 1.490& 14.02 # 26.98 # 54.75 " 22.25 # 0.612& 0.000& 1 2 0.000& 0.103& 0.000& 0.000& 0.000& 1.339& 19.60 # 23.84 # 46.60 " 18.49 # 0.502& 0.000& 2 3 0.000& 0.024& 0.000& 0.000& 0.000& 1.182& 18.73 # 43.94 # 41.09 " 15.44 " 0.861& 0.000& 3 4 0.000& 0.001& 0.000& 0.000& 0.000& 1.390& 24.47 # 53.39 " 35.96 # 13.44 " 0.388& 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 2.647& 18.27 # 55.73 " 30.22 # 11.93 " 0.438& 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 3.011$ 14.97 " 67.36 " 24.67 # 10.00 " 0.354& 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 4.652$ 12.29 " 58.15 " 21.01 # 8.424# 0.263& 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 6.404# 9.971" 46.95 " 19.78 # 6.259# 0.314& 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 7.043# 8.357# 43.62 " 20.40 # 6.197# 0.203& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 4.899# 7.186# 40.57 " 19.85 # 5.293# 0.113& 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 3.792# 7.635# 36.57 " 19.03 " 4.386# 0.034& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 3.283$ 7.403# 33.19 # 17.69 " 3.892# 0.011& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 2.801$ 10.54 # 29.94 # 16.46 " 4.630# 0.003& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.229& 2.459$ 43.18 # 27.32 # 15.59 " 6.334# 0.000& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.221& 2.351$ 49.77 " 24.69 # 14.97 " 5.610# 0.000& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.101& 2.397$ 38.56 # 21.26 # 13.97 " 4.624# 0.000& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.024& 2.583$ 24.17 # 18.71 " 14.89 " 4.320# 0.000& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.003& 2.476$ 35.24 # 22.74 # 18.74 " 3.969# 0.000& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 2.111& 78.64 " 73.81 " 17.00 " 3.460$ 0.000& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 2.352& 90.96 " 113.5 " 15.72 " 2.933$ 0.000& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 2.882$ 67.61 " 85.62 " 18.47 # 2.430& 0.000& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 3.983# 49.94 " 63.50 " 50.12 # 2.008& 0.000& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 4.770# 37.14 # 50.90 " 59.86 " 1.576& 0.000& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 4.734# 28.74 # 58.25 " 53.72 " 1.183& 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 6.637# 24.57 # 60.46 " 37.58 # 0.856& 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 0.581& 6.804# 26.00 # 63.40 " 25.43 # 0.677& 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 1.695& 6.167# 47.63 # 109.9 " 18.21 # 0.706& 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 2.951$ 5.288# 54.16 " 91.92 " 16.41 # 0.907& 0.000& 0.000& 28 29 0.000& 0.000& 0.000& 3.028$ 5.209# 46.71 " 75.02 " 19.29 # 1.217& 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 2.406& 6.614# 38.07 # 66.01 " 20.50 # 1.238& 0.000& 0.000& 30 31 12.00 & 0.000& 1.762& 31.36 # 62.74 " 0.897& 0.000& 31 Mean 0.387& 0.071& 0.000& 0.000& 0.419& 3.792& 31.80 # 53.23 # 26.60 # 5.664& 0.137& 0.000& Median 0.000& 0.000& 0.000& 0.000& 0.000& 3.147& 26.00 # 53.39 # 19.81 # 4.320& 0.000& 0.000& Maximum 12.00 & 1.852& 0.000& 0.000& 3.028& 7.043& 90.96 # 113.5 # 59.86 # 22.25 & 0.861& 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 1.182& 7.186# 18.71 # 13.97 # 0.677& 0.000& 0.000& Total 12.00 & 1.980& 0.000& 0.000& 13.00 & 113.7 & 985.9 #1650 # 798.0 # 175.6 & 4.098& 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.29 & " ... Relative Uncertainty +/-10% Ann. Median 0.000& # ... Relative Uncertainty +/-15% Annual Total 3754 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 113.5 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1986 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 3.127$ 0.000& 0.000& 4.655# 212.9 " 504.0 " 201.4 " 73.20 " 4.929# 0.000& 1 2 0.000& 0.000& 2.034& 0.000& 0.000& 3.922# 174.9 " 439.4 " 184.1 " 62.36 " 4.235# 0.033& 2 3 0.000& 0.000& 1.190& 0.000& 0.000& 3.280$ 214.5 " 382.8 " 173.2 " 55.91 " 3.777# 0.043& 3 4 0.000& 0.000& 0.626& 0.000& 0.000& 2.765$ 212.4 " 342.3 " 162.8 " 52.29 " 3.883# 0.009& 4 5 0.000& 0.000& 0.327& 0.000& 0.000& 2.466$ 170.2 " 317.5 " 152.1 " 55.54 " 4.243# 0.000& 5 6 0.000& 0.000& 0.139& 0.000& 0.000& 2.355$ 164.5 " 309.5 " 142.5 " 55.78 " 3.994# 0.000& 6 7 0.000& 0.000& 0.029& 0.000& 0.000& 2.246$ 145.6 " 354.6 " 132.3 " 51.72 " 3.166$ 0.000& 7 8 0.000& 0.000& 0.001& 0.000& 0.000& 2.142& 122.2 " 440.1 " 122.4 " 46.31 " 2.591$ 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 2.750& 103.5 " 442.0 " 114.7 " 42.69 " 2.675$ 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 4.413$ 92.85 " 386.7 " 109.6 " 38.75 " 3.654$ 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 3.973# 84.85 " 372.5 " 114.5 " 35.10 # 3.361$ 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 3.664# 79.20 " 373.4 " 114.5 " 50.37 # 2.592$ 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 3.558# 84.21 " 337.0 " 107.6 " 55.84 " 3.111$ 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 4.040# 152.4 " 305.7 " 100.0 " 49.15 " 3.174$ 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 4.593& 5.658# 329.6 " 331.8 " 140.1 " 45.56 " 2.787$ 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 3.874$ 7.838# 253.2 " 319.7 " 144.1 " 40.53 " 2.276& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 2.571& 10.73 " 180.5 " 306.8 " 126.1 " 50.49 " 1.821& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 1.809& 9.493" 150.6 " 334.8 " 106.7 " 44.78 " 1.419& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 1.740& 7.632# 130.0 " 318.0 " 99.74 " 41.75 " 0.928& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 2.658& 6.481# 115.6 " 327.2 " 95.06 " 33.71 # 0.515& 0.000& 20 21 0.000& 1.999& 0.000& 0.000& 5.947# 5.644# 146.7 " 309.8 " 92.96 " 24.48 # 0.304& 0.000& 21 22 0.000& 26.51 & 0.000& 0.000& 10.69 # 5.216# 284.5 " 357.3 " 87.07 " 18.17 # 0.169& 0.000& 22 23 0.000& 28.15 # 0.000& 0.000& 7.380# 5.450# 429.0 " 376.9 " 80.44 " 15.31 " 0.084& 0.000& 23 24 0.000& 11.36 " 0.000& 0.000& 4.214# 5.475# 378.4 " 360.4 " 73.24 " 13.61 " 0.033& 0.000& 24 25 0.000& 9.755" 0.000& 0.000& 3.821$ 37.97 # 304.4 " 348.4 " 69.87 " 11.52 " 0.026! 0.000& 25 26 0.000& 8.760# 0.000& 0.000& 7.523# 82.07 " 247.6 " 313.2 " 67.45 " 9.845" 0.008! 0.000& 26 27 0.000& 6.426# 0.000& 0.000& 7.510# 175.3 " 219.3 " 285.2 " 63.44 " 8.606" 0.001! 0.000& 27 28 0.000& 4.483# 0.000& 0.000& 7.311# 291.0 " 205.0 " 279.7 " 60.43 " 7.663# 0.000! 0.000& 28 29 0.000& 0.000& 0.000& 6.804# 307.1 " 200.5 " 260.9 " 72.96 " 7.031# 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 6.102# 286.2 " 266.6 " 240.6 " 80.76 " 6.469# 0.000& 0.000& 30 31 0.000& 0.000& 5.329# 488.2 " 222.3 " 5.764# 0.000& 31 Mean 0.000& 3.480& 0.241& 0.000& 2.899& 43.18 & 204.6 " 342.0 " 113.1 " 35.81 # 1.992! 0.003& Median 0.000& 0.000& 0.000& 0.000& 1.809& 5.333& 180.5 " 334.8 " 108.6 " 41.75 # 2.434! 0.000& Maximum 0.000& 28.15 & 3.127& 0.000& 10.69 & 307.1 & 488.2 " 504.0 " 201.4 " 73.20 # 4.929! 0.043& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 2.142& 79.20 " 222.3 " 60.43 " 5.764# 0.000! 0.000& Total 0.00& 97.45& 7.47& 0.00& 89.87& 1295 & 6344 "10601 " 3392 " 1110 # 59.76! 0.09& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 63.01 ! ! ... Not reviewed / Quality not known Ann. Median 2.675! " ... Relative Uncertainty +/-10% Annual Total 22997 ! # ... Relative Uncertainty +/-15% $ ... Relative Uncertainty +/-20% Maximum Minimum & ... Relative Uncertainty +/-30% Daily 504.0 ! 0.000! Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1987 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 6.806# 6.840# 73.06 " 597.3 " 278.6 " 58.81 " 9.467" 6.501# 1 2 0.000& 0.000& 0.000& 0.000& 6.008# 6.344# 69.31 " 484.5 " 256.1 " 52.49 " 8.587" 2.935& 2 3 0.000& 0.000& 0.000& 0.000& 5.124# 5.915# 97.36 " 413.6 " 230.5 " 48.82 " 7.736# 1.448& 3 4 0.000& 0.000& 0.000& 0.000& 4.706# 6.199# 150.3 " 377.4 " 204.8 " 46.19 " 6.886# 0.700& 4 5 0.000& 0.000& 0.000& 0.000& 3.910# 6.494# 137.1 " 354.6 " 188.6 " 42.64 " 5.601# 0.420& 5 6 0.000& 0.000& 0.000& 0.000& 3.096$ 9.402# 102.7 " 335.2 " 176.1 " 41.66 " 4.511# 0.266& 6 7 0.000& 0.000& 0.000& 0.000& 2.396& 30.40 # 90.17 " 313.8 " 160.8 " 39.30 " 3.686# 0.205& 7 8 0.000& 0.000& 0.000& 0.000& 14.49 & 50.06 # 175.2 " 286.6 " 149.2 " 36.64 " 2.911$ 0.084& 8 9 0.000& 0.000& 0.000& 0.000& 91.76 " 50.65 " 199.0 " 254.3 " 138.1 " 33.22 # 2.054& 0.024& 9 10 0.000& 0.000& 0.000& 0.000& 127.9 " 42.97 " 160.2 " 227.8 " 127.7 " 27.96 # 1.253& 0.002& 10 11 0.000& 0.000& 0.000& 0.000& 106.0 " 34.58 # 127.9 " 205.8 " 117.1 " 21.52 # 0.826& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 78.01 " 27.39 # 113.9 " 213.6 " 105.6 " 18.95 " 0.646& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 58.01 " 20.54 # 112.5 " 309.7 " 97.95 " 35.32 # 0.457& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 42.40 " 16.90 " 111.4 " 293.6 " 92.24 " 78.80 " 0.526& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 31.41 # 18.61 # 109.9 " 240.5 " 86.44 " 56.31 " 0.519& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 23.78 # 22.13 # 122.8 " 191.3 " 80.56 " 41.70 " 0.521& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 19.46 # 25.56 # 133.3 " 170.8 " 75.69 " 32.45 # 1.011& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 16.97 " 41.77 # 125.6 " 157.2 " 75.79 " 23.30 # 1.117& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 15.07 " 122.6 " 112.7 " 146.4 " 82.63 " 18.03 " 1.079& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 13.71 " 190.0 " 102.4 " 151.2 " 80.92 " 15.48 " 0.934& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 12.91 " 183.0 " 95.14 " 273.2 " 75.17 " 13.44 " 0.902& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 12.41 " 166.2 " 93.39 " 346.1 " 69.28 " 11.46 " 0.915& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 11.97 " 155.6 " 127.6 " 281.9 " 84.73 " 9.542" 0.837& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 11.32 " 134.0 " 146.9 " 217.0 " 99.95 " 8.444" 0.641& 0.078& 24 25 0.000& 0.000& 0.000& 4.461& 10.95 " 110.7 " 132.8 " 361.1 " 91.02 " 7.816# 0.444& 0.130& 25 26 0.000& 0.000& 0.000& 25.78 # 10.57 " 96.57 " 112.5 " 585.9 " 92.86 " 7.004# 0.198& 0.071& 26 27 0.000& 0.000& 0.000& 18.72 # 10.08 " 88.39 " 99.09 " 506.7 " 101.2 " 6.103# 0.111& 0.037& 27 28 0.000& 0.000& 0.000& 19.61 # 9.280" 80.15 " 129.1 " 426.0 " 95.48 " 5.203# 0.035& 0.006& 28 29 0.000& 0.000& 11.54 " 8.522" 77.14 " 587.0 " 363.7 " 78.70 " 4.523# 0.369& 0.000& 29 30 0.000& 0.000& 7.867# 7.877# 75.56 " 798.3 " 325.9 " 67.35 " 4.346# 3.481& 0.000& 30 31 0.000& 0.000& 7.309# 682.1 " 300.8 " 5.923# 0.000& 31 Mean 0.000& 0.000& 0.000& 2.933& 25.30 & 63.42 # 175.2 " 313.3 " 122.0 " 27.53 # 2.275& 0.416& Median 0.000& 0.000& 0.000& 0.000& 11.97 & 42.37 # 122.8 " 300.8 " 96.71 " 23.30 # 0.924& 0.000& Maximum 0.000& 0.000& 0.000& 25.78 & 127.9 & 190.0 # 798.3 " 597.3 " 278.6 " 78.80 # 9.467& 6.501& Minimum 0.000& 0.000& 0.000& 0.000& 2.396& 5.915# 69.31 " 146.4 " 67.35 " 4.346# 0.035& 0.000& Total 0.000& 0.000& 0.000& 87.98 & 784.2 &1903 #5431 "9713 "3661 " 853.4 # 68.26 & 12.91 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 61.68 & " ... Relative Uncertainty +/-10% Ann. Median 6.103& # ... Relative Uncertainty +/-15% Annual Total 22514 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 798.3 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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 0.000& 0.000& 0.000& 0.000& 0.000& 25.82 # 76.25 " 374.5 " 211.4 " 99.32 " 12.20 " 0.065& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 85.80 " 71.85 " 348.0 " 187.5 " 84.17 " 14.07 " 0.047& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 120.3 " 68.40 " 322.0 " 173.2 " 79.23 " 12.39 " 0.138& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 93.78 " 68.17 " 295.4 " 159.7 " 83.56 " 10.44 " 0.041& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 71.99 " 81.16 " 265.8 " 152.2 " 87.76 " 8.622" 0.373& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 62.08 " 90.33 " 235.5 " 164.6 " 83.58 " 7.793# 0.231& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 56.12 " 122.5 " 212.7 " 172.0 " 76.79 " 13.61 " 0.101& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 52.08 " 161.6 " 195.1 " 163.1 " 69.49 " 17.66 " 0.029& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 55.57 " 143.4 " 183.1 " 156.3 " 63.36 " 19.50 # 0.004& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 64.83 " 114.6 " 185.9 " 149.7 " 57.32 " 17.39 " 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 61.60 " 96.88 " 186.6 " 135.6 " 52.65 " 12.95 " 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 1.059& 57.08 " 104.3 " 305.6 " 122.5 " 48.68 " 9.865" 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 11.36 & 50.85 " 265.5 " 320.8 " 112.0 " 45.67 " 7.642# 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 20.56 # 45.21 " 267.2 " 387.1 " 105.3 " 42.00 " 5.698# 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 29.78 # 39.40 " 253.1 " 532.5 " 106.6 " 38.40 " 4.257# 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 23.87 # 60.08 " 263.2 " 524.5 " 101.3 " 34.74 # 3.225$ 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 17.96 # 156.8 " 255.5 " 470.9 " 94.27 " 31.97 # 2.442& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 15.67 " 227.5 " 257.2 " 405.1 " 87.53 " 29.81 # 1.813& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 13.58 " 179.3 " 221.3 " 354.4 " 84.37 " 33.54 # 1.311& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 14.88 # 144.3 " 184.8 " 372.3 " 81.97 " 39.83 " 0.905& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 39.17 # 117.9 " 164.4 " 402.0 " 80.74 " 41.64 " 0.637& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 61.78 " 96.84 " 151.3 " 369.3 " 84.67 " 38.83 " 0.522& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 53.78 " 84.42 " 262.5 " 329.1 " 85.35 " 34.00 # 0.543& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 40.00 # 76.89 " 721.5 " 300.5 " 81.32 " 27.10 # 0.574& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 29.25 # 101.9 " 756.9 " 321.5 " 76.44 " 22.38 # 0.589& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 23.01 # 144.5 " 673.8 " 320.0 " 72.90 " 19.72 # 0.372& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 20.04 # 154.7 " 570.8 " 285.3 " 70.81 " 17.42 " 0.180& 0.000& 27 28 0.000& 0.000& 0.000& 2.768& 18.11 " 117.3 " 498.7 " 248.3 " 74.96 " 15.47 " 0.089& 0.000& 28 29 0.000& 0.000& 0.000& 0.130& 16.61 " 93.78 " 461.8 " 286.4 " 81.04 " 13.95 " 0.019& 0.000& 29 30 0.000& 0.000& 0.011& 15.69 " 82.75 " 429.3 " 297.0 " 97.30 " 12.51 " 0.038& 0.000& 30 31 0.000& 0.000& 14.81 " 399.9 " 254.1 " 10.78 " 0.000& 31 Mean 0.000& 0.000& 0.000& 0.097& 15.52 & 92.71 # 266.4 " 319.1 " 117.6 " 46.31 # 6.245& 0.033& Median 0.000& 0.000& 0.000& 0.000& 14.88 & 83.58 # 221.3 " 320.0 " 103.3 " 39.83 # 3.741& 0.000& Maximum 0.000& 0.000& 0.000& 2.768& 61.78 & 227.5 # 756.9 " 532.5 " 211.4 " 99.32 # 19.50 & 0.373& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 25.82 # 68.17 " 183.1 " 70.81 " 10.78 # 0.019& 0.000& Total 0.000& 0.000& 0.000& 2.909& 481.0 &2781 #8258 "9892 "3527 "1436 # 187.3 & 1.028& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 72.58 & " ... Relative Uncertainty +/-10% Ann. Median 8.208& # ... Relative Uncertainty +/-15% Annual Total 26566 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 756.9 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1989 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 41.84 " 41.53 " 190.5 " 52.68 " 24.00 # 7.411# 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 30.43 # 42.38 " 187.6 " 48.78 " 52.13 # 6.413# 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 23.55 # 35.90 # 166.8 " 44.82 " 66.04 " 5.279# 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 19.54 # 27.79 # 149.3 " 41.79 " 70.29 " 4.391# 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 19.35 # 22.98 # 135.8 " 41.38 " 56.10 " 3.496$ 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 20.44 # 28.02 # 123.2 " 42.34 " 47.77 " 2.606$ 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 20.34 # 38.99 # 113.6 " 45.34 " 45.57 " 1.973& 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 17.36 " 41.14 " 106.3 " 46.46 # 41.26 " 1.498& 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 16.46 # 33.93 # 97.86 " 43.29 # 37.36 " 1.363& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 24.13 # 26.88 # 91.11 " 40.94 # 31.37 # 1.401& 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 31.47 # 27.32 # 86.00 " 38.30 # 25.12 # 1.378& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 43.93 " 48.52 # 82.50 " 35.71 # 21.67 # 1.280& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 56.89 " 85.48 " 80.00 " 32.99 # 19.87 # 1.726& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 60.20 " 80.30 " 76.55 " 31.33 # 19.50 # 1.694& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 48.97 " 60.25 " 72.00 " 32.27 # 17.96 " 1.407& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 37.92 # 48.35 " 118.4 " 30.38 # 16.86 " 0.940& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.185& 31.48 # 42.10 " 178.1 " 28.96 # 17.06 " 0.482& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 1.684& 26.80 # 45.24 " 144.5 " 27.62 # 30.00 # 0.208& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.951& 23.59 # 154.9 " 102.2 " 30.95 # 28.43 # 0.075& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 1.838& 21.38 # 273.1 " 83.06 " 39.95 # 21.83 # 0.019& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 3.388$ 19.44 # 213.9 " 72.29 " 51.26 " 17.52 " 0.000& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 33.22 # 18.27 " 172.0 " 67.11 " 60.89 " 14.81 " 0.000& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 35.39 # 17.62 " 153.6 " 62.83 " 59.62 " 12.45 " 0.000& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 32.63 # 17.04 " 144.5 " 59.53 " 50.43 " 10.74 " 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 23.74 # 16.57 " 133.3 " 55.93 " 38.78 # 10.35 " 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 28.22 # 17.00 # 189.0 " 55.05 " 29.65 # 9.224" 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 41.14 # 29.13 # 277.8 " 57.08 " 24.89 # 8.109# 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 39.21 # 33.64 # 296.6 " 72.22 " 24.60 # 7.322# 0.000& 0.000& 28 29 0.000& 0.000& 0.000& 54.43 # 45.30 " 240.1 " 74.96 " 23.96 # 7.645# 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 66.50 " 40.18 " 199.0 " 72.25 " 23.17 # 8.621" 0.000& 0.000& 30 31 0.000& 0.000& 55.61 " 173.5 " 62.06 " 8.243# 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 13.49 & 29.01 # 109.6 # 99.90 " 38.78 # 25.98 # 1.501& 0.000& Median 0.000& 0.000& 0.000& 0.000& 0.000& 23.86 # 60.25 # 83.06 " 39.36 # 19.87 # 1.110& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 66.50 & 60.20 # 296.6 # 190.5 " 60.89 # 70.29 # 7.411& 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 16.46 # 22.98 # 55.05 " 23.17 # 7.322# 0.000& 0.000& Total 0.000& 0.000& 0.000& 0.000& 418.1 & 870.3 #3398 #3097 "1164 # 805.2 # 45.04 & 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 26.84 & " ... Relative Uncertainty +/-10% Ann. Median 0.940& # ... Relative Uncertainty +/-15% Annual Total 9797 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 296.6 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1990 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 56.26 " 1.548& 0.118& 4.923# 10.24 " 7.404# 152.2 " 97.95 " 34.00 # 9.728" 0.000& 1 2 0.000& 35.64 # 1.569& 0.152& 4.352# 7.996# 7.305# 251.0 " 90.04 " 28.97 # 9.816" 0.000& 2 3 0.000& 23.19 # 1.510& 0.137& 3.824# 6.428# 7.230# 279.9 " 84.46 " 28.16 # 8.686" 0.000& 3 4 0.000& 16.41 " 1.790& 0.099& 3.967# 5.374# 7.323# 277.1 " 80.10 " 26.72 # 7.347# 0.000& 4 5 0.000& 12.50 " 1.790& 0.054& 3.926# 4.663# 7.287# 230.8 " 75.90 " 24.57 # 6.069# 0.000& 5 6 0.000& 9.734" 1.370& 0.037& 3.589# 14.01 # 7.190# 196.0 " 72.17 " 23.36 # 5.027# 0.000& 6 7 0.000& 8.026# 0.860& 0.054& 3.154$ 24.26 # 7.178# 174.2 " 72.76 " 24.48 # 4.113# 0.000& 7 8 0.000& 6.616# 0.576& 0.030& 2.907$ 36.68 # 7.089# 156.0 " 76.47 " 34.62 # 3.361$ 0.000& 8 9 0.000& 5.996# 0.453& 0.006& 3.654# 34.61 # 7.387# 142.8 " 79.39 " 37.31 " 2.617$ 0.000& 9 10 0.000& 5.654# 0.312& 0.099& 3.805# 33.21 # 13.36 # 143.8 " 91.42 " 36.13 # 1.869& 0.000& 10 11 0.000& 5.737# 0.218& 0.227& 4.029# 29.60 # 22.03 # 140.3 " 84.52 " 31.17 # 1.219& 0.000& 11 12 0.000& 7.036# 2.007& 0.096& 4.184# 21.54 # 43.68 # 137.0 " 74.88 " 29.11 # 0.820& 0.000& 12 13 0.000& 179.6 # 2.905& 0.156& 4.135# 17.37 " 74.39 " 139.1 " 66.88 " 44.22 # 0.510& 0.000& 13 14 0.000& 63.67 " 4.207$ 0.342& 4.302# 21.66 # 89.34 " 138.9 " 60.67 " 49.30 " 0.341& 0.000& 14 15 0.000& 35.52 # 3.107$ 0.296& 4.530# 30.87 # 81.17 " 130.9 " 57.33 " 48.96 " 0.231& 0.000& 15 16 0.000& 22.65 # 1.952& 0.155& 4.863# 28.08 # 104.5 " 122.1 " 60.88 " 37.91 # 0.195& 0.000& 16 17 0.000& 17.33 " 1.186& 0.069& 4.766# 22.08 # 160.1 " 125.8 " 61.34 " 28.52 # 0.176& 0.000& 17 18 0.000& 14.56 " 0.754& 0.021& 4.681# 17.23 " 148.7 " 162.8 " 68.72 " 22.43 # 0.121& 0.000& 18 19 0.000& 11.80 " 0.358& 0.461& 4.539# 14.34 " 114.4 " 204.1 " 68.97 " 19.26 # 0.134& 0.000& 19 20 0.000& 9.652" 0.175& 2.711& 4.381# 12.32 " 101.7 " 169.4 " 63.41 " 17.36 " 0.165& 0.000& 20 21 0.000& 8.205# 0.106& 14.06 " 4.030# 10.45 " 138.5 " 143.9 " 56.80 " 15.91 " 0.159& 0.000& 21 22 0.000& 6.855# 0.069& 12.32 " 4.048# 9.247" 170.4 " 126.5 " 54.18 " 14.30 " 0.141& 0.000& 22 23 0.000& 5.660# 0.055& 9.414" 4.217# 8.710" 242.9 " 114.7 " 64.81 " 12.53 " 0.080& 0.000& 23 24 0.000& 4.707# 0.041& 8.454" 4.037# 8.359" 327.8 " 106.9 " 67.95 " 10.77 " 0.029& 0.000& 24 25 0.000& 3.797# 0.152& 7.560# 3.566# 7.855# 405.5 " 99.37 " 73.02 " 9.562" 0.002& 0.000& 25 26 0.000& 2.907$ 0.313& 6.795# 3.807# 7.596# 345.3 " 97.12 " 68.04 " 8.870" 0.000& 0.000& 26 27 0.000& 2.152& 0.441& 6.682# 6.216# 7.400# 278.2 " 104.2 " 56.61 " 8.202" 0.000& 0.000& 27 28 16.56 & 1.761& 0.808& 6.361# 10.20 # 7.328# 225.5 " 143.1 " 48.38 " 7.386# 0.000& 0.000& 28 29 363.8 " 0.515& 5.893# 13.36 " 7.294# 198.0 " 137.3 " 42.63 " 7.903# 0.000& 0.000& 29 30 195.3 " 0.257& 5.372# 16.22 " 7.496# 183.5 " 127.1 " 38.52 " 9.772" 0.000& 0.000& 30 31 103.4 " 0.196& 13.71 " 168.2 " 111.0 " 9.946" 0.000& 31 Mean 21.91 & 20.84 & 1.019& 2.941& 5.352$ 15.81 # 119.4 # 154.4 " 68.64 " 23.93 # 2.099& 0.000& Median 0.000& 8.928& 0.576& 0.192& 4.184$ 11.39 # 101.7 # 140.3 " 68.38 " 24.48 # 0.213& 0.000& Maximum 363.8 & 179.6 & 4.207& 14.06 & 16.22 $ 36.68 # 405.5 # 279.9 " 97.95 " 49.30 # 9.816& 0.000& Minimum 0.000& 1.761& 0.041& 0.006& 2.907$ 4.663# 7.089# 97.12 " 38.52 " 7.386# 0.000& 0.000& Total 679.1 & 583.6 & 31.60 & 88.23 & 165.9 $ 474.3 #3703 #4785 "2059 " 741.7 # 62.96 & 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 36.64 & " ... Relative Uncertainty +/-10% Ann. Median 7.089& # ... Relative Uncertainty +/-15% Annual Total 13375 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 405.5 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1991 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 5.591& 114.3 " 401.9 " 122.1 " 71.79 " 11.32 " 1.430& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 3.603$ 307.9 " 473.8 " 113.6 " 69.38 " 10.70 " 1.173& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 2.639& 368.0 " 507.3 " 109.1 " 63.67 " 9.775" 0.820& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 4.154$ 434.4 " 587.7 " 105.9 " 60.55 " 9.962" 0.533& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 13.29 " 345.8 " 633.6 " 99.38 " 67.31 " 20.90 # 0.311& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 11.48 " 283.1 " 560.0 " 95.88 " 68.18 " 26.39 # 0.196& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 6.056# 224.6 " 478.9 " 102.9 " 62.40 " 29.01 # 0.160& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 3.893# 183.7 " 427.7 " 126.4 " 55.23 " 22.66 # 0.122& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 2.987$ 165.2 " 394.9 " 160.4 " 49.89 " 17.20 " 0.064& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 4.773# 171.6 " 367.5 " 123.9 " 45.72 " 14.21 " 0.028! 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 12.42 " 162.1 " 341.3 " 102.1 " 41.59 " 11.71 " 0.014! 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 11.88 " 141.7 " 314.3 " 95.31 " 38.07 " 10.17 " 0.005! 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 19.92 # 135.8 " 288.8 " 105.6 " 34.62 # 15.29 # 0.001! 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 33.82 # 131.2 " 269.7 " 185.8 " 32.97 # 26.91 # 0.000! 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 96.46 " 157.5 " 247.2 " 266.0 " 31.84 # 34.93 # 0.000! 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 145.6 " 391.1 " 227.6 " 279.4 " 28.96 # 30.45 # 0.000! 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 131.8 " 389.6 " 213.8 " 200.2 " 26.14 # 22.21 # 0.000! 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 92.84 " 392.4 " 236.6 " 160.6 " 27.40 # 16.19 " 0.000! 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 70.80 " 361.1 " 238.7 " 166.9 " 47.43 " 11.65 " 0.000! 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 58.64 " 530.6 " 235.3 " 154.8 " 48.61 " 8.516# 0.000! 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 48.88 " 888.3 " 207.0 " 124.2 " 45.17 " 6.384# 0.000! 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 41.80 " 881.5 " 187.5 " 104.1 " 37.16 # 5.091# 0.000! 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 41.95 " 760.8 " 177.6 " 92.21 " 30.45 # 4.077# 0.000! 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 56.30 " 679.7 " 165.0 " 84.89 " 24.99 # 3.765# 0.000! 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 191.9 " 591.5 " 151.7 " 80.04 " 20.72 # 4.325# 0.135! 25 26 0.000& 0.000& 0.000& 0.000& 0.000& 190.8 " 508.2 " 151.0 " 77.20 " 18.44 " 4.752# 1.457! 26 27 0.000& 0.000& 0.000& 0.000& 0.000& 189.2 " 481.5 " 181.1 " 73.87 " 16.59 " 3.909# 4.968! 27 28 0.000& 0.000& 0.000& 0.000& 0.000& 212.0 " 431.5 " 188.9 " 70.73 " 15.18 " 3.130$ 6.789! 28 29 0.000& 0.000& 0.000& 0.000& 183.5 " 411.9 " 169.3 " 68.00 " 14.14 " 2.424& 5.495! 29 30 0.000& 0.000& 0.000& 0.000& 137.9 " 386.0 " 149.7 " 69.38 " 13.51 " 1.887& 4.445! 30 31 0.000& 0.000& 0.000& 355.9 " 133.6 " 12.36 " 3.779! 31 Mean 0.000& 0.000& 0.000& 0.000& 0.000& 67.56 & 379.6 " 300.3 " 124.0 " 39.37 # 13.33 & 1.030! Median 0.000& 0.000& 0.000& 0.000& 0.000& 41.88 & 368.0 " 238.7 " 105.7 " 37.16 # 11.01 & 0.064! Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 212.0 & 888.3 " 633.6 " 279.4 " 71.79 # 34.93 & 6.789! Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 2.639& 114.3 " 133.6 " 68.00 " 12.36 # 1.887& 0.000! Total 0.00& 0.00& 0.00& 0.00& 0.00& 2027 &11768 " 9309 " 3721 " 1220 # 399.9 & 31.93! Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 78.02 ! ! ... Not reviewed / Quality not known Ann. Median 3.603! " ... Relative Uncertainty +/-10% Annual Total 28478 ! # ... Relative Uncertainty +/-15% $ ... Relative Uncertainty +/-20% Maximum Minimum & ... Relative Uncertainty +/-30% Daily 888.3 ! 0.000! Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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 3.201! 0.548! 0.179! 4.274# 6.330# 9.563" 200.2 " 99.53 " 500.4 " 116.1 " 16.72 " 11.26 " 1 2 2.613! 0.491! 0.153! 4.022# 6.481# 8.945" 178.1 " 150.3 " 499.4 " 120.4 " 15.29 " 10.45 " 2 3 2.203! 0.436! 0.130! 3.833# 6.364# 8.259" 195.0 " 183.9 " 488.0 " 123.6 " 12.74 " 9.031" 3 4 1.922! 0.384! 0.109! 3.706# 6.345# 8.118" 184.7 " 189.6 " 477.3 " 119.0 " 10.36 " 7.691# 4 5 1.667! 0.339! 0.091! 3.430$ 7.271# 7.777# 162.3 " 358.1 " 507.3 " 119.1 " 10.22 " 6.494# 5 6 1.428! 0.298! 0.071! 3.007$ 16.07 " 7.156# 145.6 " 341.8 " 483.5 " 122.5 " 11.16 " 5.197# 6 7 1.271! 0.259! 0.052! 2.825$ 21.03 # 6.595# 133.1 " 297.5 " 439.8 " 115.3 " 13.07 " 4.237# 7 8 1.145! 6.656! 0.040! 3.055$ 23.98 # 6.140# 121.7 " 250.8 " 409.4 " 103.2 " 14.54 " 4.101# 8 9 1.017! 23.71 ! 0.036! 68.66 # 21.92 # 5.547# 120.8 " 341.4 " 407.3 " 94.12 " 13.90 " 4.561# 9 10 0.909! 12.50 ! 0.032! 55.55 " 18.84 # 5.170# 155.3 " 446.7 " 396.9 " 87.96 " 13.15 " 4.738# 10 11 0.807! 7.704! 0.029! 25.12 # 15.59 " 6.417# 143.7 " 421.7 " 370.0 " 82.90 " 11.65 " 4.219# 11 12 0.708! 5.070! 0.026! 15.07 " 12.39 " 17.33 # 126.7 " 394.9 " 344.9 " 80.52 " 9.883" 3.746# 12 13 0.640! 3.511! 0.023! 11.06 " 11.00 " 60.76 " 169.4 " 338.1 " 328.3 " 78.12 " 9.808" 3.448# 13 14 0.596! 2.773! 0.020! 8.934" 12.64 " 67.42 " 205.4 " 303.0 " 315.3 " 74.64 " 16.97 # 2.838$ 14 15 0.558! 7.804! 0.018! 7.444# 11.56 " 69.64 " 159.8 " 418.3 " 296.3 " 70.70 " 22.78 # 2.230& 15 16 0.515! 6.048! 0.015! 6.164# 10.08 " 69.81 " 135.7 " 518.4 " 274.0 " 66.88 " 19.29 # 1.697& 16 17 0.478! 3.990! 0.013! 5.775# 9.286" 61.92 " 173.1 " 422.5 " 252.8 " 63.04 " 16.74 " 1.176& 17 18 0.441! 2.966! 0.011! 6.262# 8.341" 65.58 " 160.8 " 353.5 " 252.3 " 59.82 " 15.67 " 0.722& 18 19 0.405! 2.299! 3.531! 13.79 " 7.706# 53.88 " 185.6 " 309.7 " 224.1 " 56.01 " 25.41 # 0.577& 19 20 0.382! 1.727! 35.29 ! 12.67 " 7.020# 46.36 " 270.9 " 278.8 " 228.4 " 51.72 " 77.95 " 0.408& 20 21 0.356! 1.257! 52.11 " 9.989" 6.673# 72.40 " 206.8 " 254.7 " 234.5 " 47.39 " 90.44 " 0.426& 21 22 0.339! 0.995! 38.08 # 8.767" 7.284# 66.43 " 171.7 " 235.1 " 249.7 " 42.76 " 58.18 " 0.379& 22 23 0.322! 0.830! 23.64 # 7.505# 12.54 " 61.34 " 149.6 " 217.2 " 233.3 " 39.02 " 36.05 # 0.274& 23 24 0.312! 0.678! 16.97 " 6.438# 16.41 " 56.31 " 134.9 " 226.1 " 201.0 " 36.89 " 23.88 # 0.210& 24 25 0.303! 0.547! 13.28 " 5.429# 18.01 " 50.43 " 126.4 " 331.5 " 179.8 " 35.44 # 18.32 " 0.166& 25 26 0.299! 0.431! 11.23 " 4.688# 16.76 " 51.26 " 128.7 " 492.8 " 164.2 " 33.72 # 15.61 " 0.119& 26 27 0.293! 0.332! 9.000" 6.388# 14.30 " 62.74 " 129.1 " 471.2 " 152.3 " 30.68 # 13.59 " 0.089& 27 28 0.276! 0.253! 7.302# 7.350# 12.46 " 150.0 " 130.9 " 613.9 " 141.5 " 28.38 # 11.48 " 0.072& 28 29 0.316! 0.206! 6.161# 7.166# 11.99 " 293.6 " 131.8 " 589.8 " 131.6 " 26.34 # 10.46 " 0.065& 29 30 0.625! 5.569# 6.498# 11.44 " 213.0 " 121.7 " 500.2 " 121.3 " 23.38 # 11.27 " 0.044& 30 31 0.605! 5.045# 10.35 " 107.6 " 521.8 " 18.97 # 0.011& 31 Mean 0.869! 3.277! 7.363! 11.16 $ 12.21 # 55.66 # 157.0 " 350.7 " 310.2 " 69.95 # 21.55 # 2.925& Median 0.596! 0.995! 0.130! 6.468$ 11.56 # 52.57 # 149.6 " 341.4 " 285.1 " 66.88 # 14.92 # 1.697& Maximum 3.201! 23.71 ! 52.11 ! 68.66 $ 23.98 # 293.6 # 270.9 " 613.9 " 507.3 " 123.6 # 90.44 # 11.26 & Minimum 0.276! 0.206! 0.011! 2.825$ 6.330# 5.170# 107.6 " 99.53 " 121.3 " 18.97 # 9.808# 0.011& Total 26.95! 95.04! 228.2 ! 334.9 $ 378.5 # 1670 # 4867 "10873 " 9305 " 2169 # 646.6 # 90.68& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 83.84 ! ! ... Not reviewed / Quality not known Ann. Median 13.11 ! " ... Relative Uncertainty +/-10% Annual Total 30684 ! # ... Relative Uncertainty +/-15% $ ... Relative Uncertainty +/-20% Maximum Minimum & ... Relative Uncertainty +/-30% Daily 613.9 ! 0.011! Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1993 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.001& 0.000& 0.000& 0.000& 119.4 & 90.59 " 71.53 " 315.9 " 221.5 " 128.3 " 28.24 # 1.350& 1 2 0.000& 0.000& 0.000& 0.000& 988.9 # 76.81 " 120.0 " 251.3 " 184.1 " 159.9 " 25.07 # 1.355& 2 3 0.000& 0.000& 0.000& 0.000& 646.2 " 70.53 " 104.9 " 208.0 " 162.7 " 125.6 " 21.53 # 0.916& 3 4 0.000& 0.000& 0.000& 0.000& 406.6 " 62.35 " 83.21 " 227.3 " 254.9 " 102.0 " 17.99 " 0.572& 4 5 0.000& 0.000& 0.000& 0.000& 168.8 " 54.10 " 71.76 " 278.7 " 237.3 " 88.22 " 15.30 " 0.375& 5 6 0.000& 0.000& 0.000& 0.000& 80.13 " 47.10 " 65.85 " 501.2 " 200.1 " 80.15 " 14.50 " 0.203& 6 7 0.000& 0.000& 0.000& 0.000& 52.83 " 40.47 " 60.99 " 511.4 " 259.1 " 75.89 " 12.64 " 0.144& 7 8 0.000& 0.000& 0.000& 0.000& 38.25 # 43.32 " 58.08 " 427.7 " 402.4 " 72.53 " 9.965" 0.081& 8 9 0.000& 0.000& 0.000& 0.000& 31.21 # 65.38 " 56.34 " 432.2 " 275.8 " 68.33 " 8.248" 0.041& 9 10 0.000& 0.000& 0.000& 0.000& 26.99 # 79.71 " 55.11 " 369.7 " 217.0 " 62.66 " 8.989" 0.024& 10 11 0.000& 0.000& 0.000& 0.000& 22.10 # 69.39 " 58.28 " 323.7 " 185.3 " 59.08 " 8.826" 0.004& 11 12 0.000& 0.000& 0.000& 0.000& 19.73 # 57.87 " 90.33 " 363.1 " 177.4 " 55.88 " 8.553# 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 18.43 " 48.75 " 103.3 " 367.7 " 169.5 " 51.11 " 9.950" 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 17.07 " 42.57 " 85.00 " 312.3 " 157.4 " 48.13 " 11.31 " 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 15.77 " 39.69 " 72.36 " 281.5 " 150.1 " 55.34 " 11.85 " 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 14.63 " 42.65 " 84.59 " 268.0 " 164.1 " 60.17 " 13.13 " 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 14.06 " 50.05 " 90.65 " 241.7 " 171.8 " 58.31 " 13.86 " 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 13.58 " 53.50 " 76.38 " 214.6 " 206.0 " 53.21 " 12.72 " 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 15.22 " 50.97 " 66.09 " 194.8 " 208.7 " 48.08 " 11.10 " 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 17.56 # 47.08 " 60.95 " 182.6 " 175.9 " 42.79 " 9.074" 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 33.52 # 42.59 " 58.38 " 174.3 " 152.1 " 39.36 " 7.579# 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 25.60 # 39.00 " 68.16 " 171.9 " 134.4 " 36.09 # 6.156# 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 18.72 # 36.36 " 69.11 " 170.2 " 126.8 " 34.03 # 5.201# 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 15.81 " 33.37 # 64.31 " 166.1 " 117.6 " 30.96 # 3.946# 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 14.17 " 31.99 # 61.94 " 231.9 " 110.9 " 29.02 # 2.963$ 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 12.84 " 41.90 # 73.56 " 240.4 " 103.8 " 26.45 # 2.472$ 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 13.12 " 71.12 " 100.4 " 200.2 " 96.80 " 29.61 # 2.375$ 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 98.62 # 85.88 " 118.5 " 176.5 " 92.12 " 28.55 # 2.260& 0.000& 28 29 0.000& 0.000& 0.000& 296.6 " 89.44 " 258.2 " 231.2 " 93.05 " 27.16 # 1.773& 0.000& 29 30 0.000& 0.000& 0.000& 212.8 " 78.22 " 344.2 " 305.3 " 128.0 " 25.04 # 1.437& 0.000& 30 31 0.000& 0.000& 129.8 " 350.2 " 281.3 " 27.28 # 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 116.1 & 56.09 # 100.1 " 278.2 " 177.9 " 59.01 # 10.30 & 0.163& Median 0.000& 0.000& 0.000& 0.000& 25.60 & 50.51 # 72.36 " 251.3 " 170.6 " 53.21 # 9.512& 0.000& Maximum 0.001& 0.000& 0.000& 0.000& 988.9 & 90.59 # 350.2 " 511.4 " 402.4 " 159.9 # 28.24 & 1.355& Minimum 0.000& 0.000& 0.000& 0.000& 12.84 & 31.99 # 55.11 " 166.1 " 92.12 " 25.04 # 1.437& 0.000& Total 0.001& 0.000& 0.000& 0.000&3599 &1683 #3103 "8623 "5337 "1829 # 309.0 & 5.065& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 67.09 & " ... Relative Uncertainty +/-10% Ann. Median 15.22 & # ... Relative Uncertainty +/-15% Annual Total 24487 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 988.9 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1994 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 80.90 " 295.4 " 80.86 " 95.81 " 27.37 # 1.813& 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 103.8 " 252.9 " 78.41 " 83.60 " 26.94 # 1.670& 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 90.66 " 205.6 " 74.95 " 71.78 " 26.50 # 1.638& 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 75.63 " 174.6 " 281.2 " 65.22 " 23.27 # 1.509& 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 64.76 " 150.8 " 276.5 " 59.89 " 21.30 # 1.099& 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 57.79 " 148.7 " 190.1 " 56.13 " 18.71 " 0.670& 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 53.09 " 132.0 " 133.3 " 53.20 " 17.12 " 0.469& 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 55.66 " 186.1 " 102.6 " 48.11 " 15.77 " 0.361& 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 71.14 " 275.0 " 96.41 " 44.82 " 14.34 " 0.246& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 60.77 " 307.1 " 111.5 " 58.77 " 12.96 " 0.219& 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 58.66 " 295.6 " 173.6 " 107.7 " 11.85 " 0.224& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 54.36 " 263.8 " 181.0 " 98.90 " 11.08 " 0.188& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 48.31 " 255.5 " 136.5 " 76.56 " 10.55 " 0.111& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 43.41 " 312.9 " 110.0 " 62.92 " 16.82 " 0.072& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 38.72 " 232.7 " 93.89 " 55.27 " 18.74 " 0.024& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 34.69 # 192.4 " 84.12 " 49.45 " 20.04 # 0.000& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 32.81 # 170.5 " 78.00 " 46.88 " 17.92 " 0.000& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 31.97 # 155.3 " 74.57 " 44.46 " 14.87 " 0.000& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 40.48 " 143.3 " 70.20 " 39.43 " 11.77 " 0.000& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 69.42 " 133.6 " 66.77 " 36.50 " 8.937# 0.000& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 150.0 " 124.7 " 63.55 " 34.64 # 6.728# 0.000& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 182.1 " 129.1 " 63.09 " 30.21 # 5.666# 0.000& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.161& 150.5 " 143.4 " 61.23 " 27.35 # 5.192# 0.000& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 22.80 # 117.0 " 147.1 " 60.07 " 25.90 # 4.822# 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 16.49 # 99.74 " 134.4 " 58.05 " 24.49 # 4.308# 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 7.272# 88.54 " 118.6 " 56.21 " 23.80 # 3.969# 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 5.462# 89.08 " 106.0 " 54.46 " 23.95 # 3.778# 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 10.46 " 101.2 " 98.81 " 53.61 " 22.75 # 3.326$ 0.000& 0.000& 28 29 0.000& 0.000& 0.000& 71.87 # 92.21 " 93.11 " 52.16 " 22.81 # 2.785$ 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 147.2 " 91.26 " 87.85 " 53.67 " 29.05 # 2.587$ 0.000& 0.000& 30 31 0.000& 0.000& 133.7 " 83.69 " 77.90 " 2.337& 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 13.40 & 77.62 # 179.1 " 101.6 " 50.68 # 12.66 & 0.344& 0.000& Median 0.000& 0.000& 0.000& 0.000& 0.000& 70.28 # 150.8 " 78.00 " 47.49 # 11.85 & 0.012& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 147.2 & 182.1 # 312.9 " 281.2 " 107.7 # 27.37 & 1.813& 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 31.97 # 83.69 " 52.16 " 22.75 # 2.337& 0.000& 0.000& Total 0.000& 0.000& 0.000& 0.000& 415.5 &2329 #5551 "3149 "1520 # 392.4 & 10.31 & 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 36.62 & " ... Relative Uncertainty +/-10% Ann. Median 0.000& # ... Relative Uncertainty +/-15% Annual Total 13366 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 312.9 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1995 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 22.13 # 120.5 " 913.7 " 216.9 " 87.62 " 25.17 # 5.518# 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 19.64 # 114.2 " 808.8 " 203.9 " 78.98 " 25.44 # 5.074# 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 18.35 " 108.0 " 738.4 " 300.5 " 73.98 " 24.85 # 4.362# 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 17.05 " 102.8 " 680.7 " 398.9 " 70.42 " 22.12 # 3.689# 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 27.79 # 97.75 " 621.7 " 328.3 " 68.20 " 18.44 # 3.061$ 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 75.55 " 109.6 " 571.3 " 373.8 " 66.81 " 16.59 " 2.442& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 162.7 " 125.7 " 526.9 " 362.5 " 64.77 " 16.00 " 1.749& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 441.4 " 192.4 " 493.0 " 297.5 " 61.35 " 19.16 # 1.331& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 690.4 " 311.7 " 529.5 " 251.8 " 60.93 " 24.07 # 1.029& 9 10 0.000& 0.000& 0.000& 0.000& 0.756& 648.0 " 251.8 " 530.7 " 227.5 " 61.63 " 26.47 # 0.782& 10 11 0.000& 0.000& 0.000& 0.000& 101.5 # 509.9 " 564.4 " 514.4 " 205.7 " 60.77 " 23.95 # 0.392& 11 12 0.000& 0.000& 0.000& 0.000& 63.06 " 391.5 "1008 # 511.3 " 203.1 " 55.76 " 19.93 # 0.151& 12 13 0.000& 0.000& 0.000& 0.000& 40.76 # 310.6 "1000 # 792.3 " 252.8 " 50.93 " 16.65 " 0.132& 13 14 0.000& 0.000& 0.000& 0.000& 29.26 # 254.9 " 864.6 " 694.4 " 206.9 " 45.70 " 13.88 " 0.792& 14 15 0.000& 0.000& 0.000& 0.000& 18.64 # 214.5 " 832.3 " 570.9 " 184.5 " 42.51 " 11.85 " 2.675$ 15 16 0.000& 0.000& 0.000& 0.000& 13.46 " 188.1 " 887.0 " 501.8 " 167.7 " 40.48 " 11.10 " 2.024& 16 17 0.000& 0.000& 0.000& 0.000& 12.25 " 170.5 " 844.5 " 475.1 " 154.9 " 50.30 " 10.10 " 1.305& 17 18 0.000& 0.000& 0.000& 0.000& 21.22 # 155.9 " 766.2 " 459.1 " 149.7 " 111.9 " 8.932" 0.898& 18 19 0.000& 0.000& 0.000& 0.000& 29.37 # 143.6 " 780.7 " 438.8 " 141.2 " 118.2 " 8.200" 0.832& 19 20 0.000& 0.000& 0.000& 0.000& 22.80 # 152.2 "1511 $ 473.9 " 132.5 " 77.02 " 7.447# 0.802& 20 21 0.000& 0.000& 0.000& 0.000& 17.77 " 168.9 "2297 $ 430.3 " 124.4 " 55.89 " 6.445# 1.083& 21 22 0.000& 0.000& 0.000& 0.000& 18.72 # 161.7 "1783 $ 422.8 " 117.6 " 46.22 " 5.677# 1.511& 22 23 0.000& 0.000& 0.000& 0.000& 41.91 # 196.9 "1347 # 392.3 " 110.0 " 40.50 " 5.014# 1.540& 23 24 0.000& 0.000& 0.000& 0.000& 58.51 " 201.6 "1220 # 396.4 " 102.8 " 36.76 " 4.447# 1.215& 24 25 0.000& 0.000& 0.000& 0.000& 50.95 " 201.5 "1427 # 362.7 " 97.26 " 32.51 # 4.143# 1.138& 25 26 0.000& 0.000& 0.000& 0.000& 33.37 # 208.9 "1475 # 339.6 " 92.49 " 28.72 # 3.812# 1.297& 26 27 0.000& 0.000& 0.000& 0.000& 23.87 # 177.0 "1287 # 321.5 " 91.36 " 26.05 # 4.489# 1.203& 27 28 0.000& 0.000& 0.000& 0.000& 25.68 # 156.3 "1047 # 293.6 " 89.63 " 23.93 # 6.035# 0.749& 28 29 0.000& 0.000& 0.000& 48.53 " 139.2 "1073 # 266.6 " 93.46 " 22.27 # 5.532# 0.245& 29 30 0.000& 0.000& 0.000& 42.93 " 128.1 "1186 # 245.2 " 95.22 " 23.96 # 5.522# 0.106& 30 31 0.000& 0.000& 29.41 # 1074 # 230.6 " 27.79 # 0.016& 31 Mean 0.000& 0.000& 0.000& 0.000& 24.02 & 211.8 # 832.6 $ 501.6 " 192.5 " 55.25 # 13.38 # 1.585& Median 0.000& 0.000& 0.000& 0.000& 21.22 & 169.7 # 864.6 $ 493.0 " 176.1 " 55.76 # 11.48 # 1.203& Maximum 0.000& 0.000& 0.000& 0.000& 101.5 & 690.4 #2297 $ 913.7 " 398.9 " 118.2 # 26.47 # 5.518& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 17.05 # 97.75 $ 230.6 " 89.63 " 22.27 # 3.812# 0.016& Total 0.00& 0.00& 0.00& 0.00& 744.7 & 6355 #25811 $15548 " 5775 " 1713 # 401.5 # 49.15& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 154.5 & " ... Relative Uncertainty +/-10% Ann. Median 16.65 & # ... Relative Uncertainty +/-15% Annual Total 56397 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 2297 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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 0.000& 0.000& 0.000& 0.000& 0.000& 13.28 " 122.7 " 686.8 " 287.0 " 173.4 " 35.36 # 8.599# 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 16.48 " 99.16 " 566.8 " 250.4 " 158.6 " 33.03 # 10.06 " 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 13.51 " 180.1 " 497.5 " 229.2 " 147.2 " 29.57 # 10.21 " 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 10.76 " 135.9 " 474.6 " 209.8 " 137.2 " 24.97 # 10.05 " 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 9.284" 113.3 " 601.0 " 194.6 " 128.5 " 21.83 # 9.832" 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 7.782# 92.51 " 668.4 " 192.4 " 119.9 " 35.96 # 9.064" 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 6.820# 80.10 " 555.7 " 191.3 " 111.7 " 96.36 " 7.440# 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 6.238# 100.4 " 482.3 " 189.3 " 103.7 " 74.72 " 6.511# 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 6.024# 97.11 " 418.0 " 183.5 " 98.93 " 55.97 " 6.229# 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 5.925# 79.89 " 377.0 " 259.5 " 104.5 " 41.23 " 5.304# 10 11 0.000& 0.000& 0.000& 0.000& 1.262& 5.908# 71.01 " 381.5 " 470.7 " 107.4 " 31.80 # 4.724# 11 12 0.000& 0.000& 0.000& 0.000& 1.336& 6.881# 65.82 " 366.3 " 364.1 " 96.83 " 25.99 # 5.042# 12 13 0.000& 0.000& 0.000& 0.000& 1.005& 6.950# 68.85 " 459.4 " 286.6 " 88.36 " 23.17 # 5.137# 13 14 0.000& 0.000& 0.000& 0.000& 0.827& 6.681# 71.29 " 451.4 " 233.7 " 82.14 " 21.20 # 4.922# 14 15 0.000& 0.000& 0.000& 0.000& 0.762& 7.270# 77.75 " 386.5 " 290.8 " 77.85 " 25.97 # 4.585# 15 16 0.000& 0.000& 0.000& 0.000& 2.344& 17.19 # 177.2 " 359.6 " 401.6 " 73.33 " 42.86 " 3.583$ 16 17 0.000& 0.000& 0.000& 0.000& 3.635$ 28.81 # 323.5 " 331.5 " 331.2 " 69.11 " 43.21 " 2.761& 17 18 0.000& 0.000& 0.000& 0.000& 4.101# 36.49 # 394.1 " 299.8 " 287.7 " 66.23 " 36.93 # 2.140& 18 19 0.000& 0.000& 0.000& 0.000& 3.942# 63.39 " 327.1 " 276.4 " 246.3 " 63.12 " 29.10 # 1.601& 19 20 0.000& 0.000& 0.000& 0.000& 4.037$ 72.03 " 273.8 " 300.5 " 216.5 " 59.01 " 23.00 # 1.288& 20 21 0.000& 0.000& 0.000& 0.000& 5.248# 84.64 " 239.9 " 383.7 " 197.4 " 67.65 " 19.13 # 1.145& 21 22 0.000& 0.000& 0.000& 0.000& 4.983# 113.0 " 264.5 " 365.4 " 287.4 " 77.73 " 16.70 " 0.903& 22 23 0.000& 0.000& 0.000& 0.000& 4.365# 87.19 " 262.8 " 363.8 " 266.4 " 76.86 " 14.59 " 0.487& 23 24 0.000& 0.000& 0.000& 0.000& 3.972# 70.05 " 340.5 " 385.3 " 229.2 " 73.03 " 12.75 " 0.199& 24 25 0.000& 0.000& 0.000& 0.000& 3.596# 55.98 " 453.8 " 393.3 " 194.0 " 63.80 " 11.26 " 0.094& 25 26 0.000& 0.000& 0.000& 0.000& 3.201$ 49.79 " 381.0 " 351.2 " 182.3 " 56.66 " 10.07 " 0.020& 26 27 0.000& 0.000& 0.000& 0.000& 3.092$ 90.79 " 374.5 " 318.6 " 249.4 " 51.00 " 9.532" 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 2.931$ 118.2 " 411.5 " 314.4 " 265.5 " 45.58 " 8.958" 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 2.746$ 101.7 " 357.5 " 310.9 " 240.9 " 41.09 " 7.965# 0.000& 29 30 0.000& 0.000& 0.000& 2.711$ 114.3 " 570.4 " 281.4 " 200.0 " 37.51 " 7.537# 0.000& 30 31 0.000& 0.000& 4.720$ 772.7 " 296.6 " 37.73 " 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 2.091& 41.11 # 238.1 " 409.9 " 254.3 " 86.96 " 29.02 # 3.933& Median 0.000& 0.000& 0.000& 0.000& 2.344& 16.84 # 180.1 " 381.5 " 243.6 " 77.73 " 25.47 # 3.583& Maximum 0.000& 0.000& 0.000& 0.000& 5.248& 118.2 # 772.7 " 686.8 " 470.7 " 173.4 " 96.36 # 10.21 & Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 5.908# 65.82 " 276.4 " 182.3 " 37.51 " 7.537# 0.000& Total 0.00& 0.00& 0.00& 0.00& 64.82& 1233 # 7380 "12706 " 7629 " 2696 " 870.7 # 121.9 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 89.35 & " ... Relative Uncertainty +/-10% Ann. Median 6.916& # ... Relative Uncertainty +/-15% Annual Total 32701 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 772.7 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1997 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 3.025& 52.79 " 24.84 # 41.82 " 89.53 " 45.52 " 6.533# 1.783& 1 2 0.000& 0.000& 0.000& 0.000& 3.927# 58.60 " 22.70 # 39.32 " 92.86 " 44.00 " 5.751# 1.317& 2 3 0.000& 0.000& 0.000& 0.000& 4.682# 64.58 " 35.24 # 39.15 " 97.94 " 41.06 " 4.704# 0.965& 3 4 0.000& 0.000& 0.000& 0.000& 4.912# 74.46 " 53.28 " 105.8 " 95.10 " 38.21 " 4.401# 0.768& 4 5 0.000& 0.000& 0.000& 0.000& 4.503# 70.43 " 55.56 " 162.7 " 105.5 " 34.22 # 4.292# 0.445& 5 6 0.000& 0.000& 0.000& 0.000& 3.934# 63.69 " 62.37 " 153.2 " 297.5 " 29.37 # 4.125# 0.252& 6 7 0.000& 0.000& 0.000& 0.000& 3.034$ 55.49 " 94.34 " 119.6 " 241.9 " 27.44 # 3.754# 0.128& 7 8 0.000& 0.000& 0.000& 0.000& 2.505$ 57.37 " 79.68 " 105.8 " 177.5 " 27.85 # 3.524# 0.049& 8 9 0.000& 0.000& 0.000& 0.037& 2.281& 75.84 " 67.01 " 157.1 " 187.3 " 58.80 " 3.066$ 0.004& 9 10 0.000& 0.000& 0.000& 3.933& 2.211& 77.18 " 57.83 " 373.6 " 256.5 " 63.24 " 2.472$ 0.000& 10 11 0.000& 0.000& 0.000& 4.953# 2.057& 68.56 " 50.05 " 349.2 " 178.5 " 55.23 " 2.113& 0.000& 11 12 0.000& 0.000& 0.000& 4.889# 2.451& 64.74 " 44.25 " 277.0 " 143.4 " 45.30 " 2.316& 0.000& 12 13 0.000& 0.000& 0.000& 4.103# 41.40 # 61.41 " 48.09 " 205.6 " 124.8 " 37.15 " 2.894$ 0.000& 13 14 0.000& 0.000& 0.000& 3.797# 121.5 " 54.42 " 70.88 " 173.2 " 113.1 " 31.86 # 3.833# 0.000& 14 15 0.000& 0.000& 0.000& 3.271$ 57.67 " 47.99 " 67.15 " 264.8 " 103.3 " 27.60 # 4.336# 0.000& 15 16 0.000& 0.000& 0.000& 2.724$ 30.15 # 43.85 " 55.34 " 248.1 " 95.65 " 24.56 # 3.720$ 0.000& 16 17 0.000& 0.000& 0.000& 2.162& 21.03 # 41.07 " 46.77 " 192.6 " 88.86 " 21.41 # 2.973$ 0.000& 17 18 0.000& 0.000& 0.000& 1.702& 20.57 # 38.23 " 41.46 " 158.1 " 82.33 " 18.73 " 2.445& 0.000& 18 19 0.000& 0.000& 0.000& 1.407& 41.32 # 36.00 " 38.25 " 137.8 " 78.01 " 16.72 " 2.076& 0.000& 19 20 0.000& 0.000& 0.000& 1.483& 40.58 " 36.62 # 35.88 " 126.0 " 74.61 " 14.73 " 1.638& 0.000& 20 21 0.000& 0.000& 0.000& 1.432& 32.55 # 39.91 " 33.96 # 117.6 " 71.30 " 13.59 " 1.684& 0.000& 21 22 0.000& 0.000& 0.000& 1.434& 22.49 # 40.04 " 31.92 # 111.3 " 68.43 " 12.69 " 1.969& 0.000& 22 23 0.000& 0.000& 0.000& 1.565& 22.79 # 38.35 " 29.99 # 105.6 " 65.02 " 11.96 " 2.947$ 0.000& 23 24 0.000& 0.000& 0.000& 1.479& 28.82 # 35.79 " 42.81 # 100.0 " 61.55 " 11.46 " 3.217$ 0.000& 24 25 0.000& 0.000& 0.000& 1.228& 32.96 # 33.51 # 70.25 " 95.07 " 58.12 " 11.66 " 3.704# 0.000& 25 26 0.000& 0.000& 0.000& 1.254& 27.32 # 31.08 # 73.00 " 89.22 " 56.63 " 11.19 " 3.974# 0.000& 26 27 0.000& 0.000& 0.000& 1.371& 23.97 # 29.51 # 71.15 " 88.47 " 55.35 " 10.64 " 3.875# 0.000& 27 28 0.000& 0.000& 0.000& 1.813& 21.38 # 28.46 # 68.15 " 106.6 " 52.75 " 10.12 " 3.458$ 0.000& 28 29 0.000& 0.000& 2.100& 19.84 # 27.28 # 58.46 " 146.1 " 49.43 " 9.317" 3.024$ 0.000& 29 30 0.000& 0.000& 2.092& 18.29 " 25.97 # 50.98 " 123.3 " 46.25 " 8.095# 2.282& 0.000& 30 31 0.000& 0.000& 30.25 # 45.87 " 98.21 " 7.029# 0.000& 31 Mean 0.000& 0.000& 0.000& 1.674& 22.40 & 49.11 # 52.50 # 148.8 " 110.3 " 26.48 # 3.370& 0.184& Median 0.000& 0.000& 0.000& 1.456& 21.03 & 45.92 # 50.98 # 123.3 " 91.19 " 24.56 # 3.337& 0.000& Maximum 0.000& 0.000& 0.000& 4.953& 121.5 & 77.18 # 94.34 # 373.6 " 297.5 " 63.24 # 6.533& 1.783& Minimum 0.000& 0.000& 0.000& 0.000& 2.057& 25.97 # 22.70 # 39.15 " 46.25 " 7.029# 1.638& 0.000& Total 0.000& 0.000& 0.000& 50.23 & 694.4 &1473 #1628 #4612 "3309 " 820.8 # 101.1 & 5.711& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 34.78 & " ... Relative Uncertainty +/-10% Ann. Median 4.292& # ... Relative Uncertainty +/-15% Annual Total 12694 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 373.6 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1998 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 6.306# 100.2 " 148.5 " 298.2 " 114.5 " 17.09 " 1.726& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 6.252# 138.6 " 151.4 " 430.0 " 115.8 " 15.84 " 1.897& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 6.383# 137.7 " 150.5 " 439.0 " 106.0 " 14.95 " 1.947& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 8.007# 157.3 " 155.9 " 335.2 " 93.60 " 14.43 " 1.591& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 16.91 # 220.6 " 156.3 " 265.6 " 85.43 " 13.73 " 1.151& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 27.21 # 322.6 " 176.5 " 217.8 " 79.78 " 13.04 " 1.175& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 21.61 # 362.0 " 187.6 " 192.5 " 75.12 " 12.18 " 1.056& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 33.83 # 312.4 " 169.8 " 180.9 " 71.13 " 11.19 " 0.969& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 54.40 " 244.4 " 139.3 " 169.8 " 67.19 " 9.766" 1.079& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 82.61 " 201.6 " 127.3 " 164.0 " 63.56 " 8.613" 2.445& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 137.2 " 196.3 " 134.8 " 159.9 " 60.72 " 7.293# 2.582$ 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 144.1 " 218.2 " 134.6 " 155.9 " 60.38 " 6.324# 2.028& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 103.2 " 208.0 " 122.9 " 157.0 " 60.57 " 6.328# 1.277& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 85.00 " 181.9 " 115.9 " 151.0 " 62.09 " 10.07 # 0.746& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 71.20 " 161.1 " 111.3 " 144.1 " 58.06 " 10.52 " 0.483& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 59.17 " 146.8 " 111.8 " 135.7 " 54.62 " 8.542" 0.284& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 94.29 " 137.0 " 107.3 " 129.9 " 61.29 " 6.938# 0.118& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 188.7 " 136.1 " 137.2 " 125.2 " 64.95 " 5.823# 0.035& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 175.9 " 138.2 " 136.2 " 122.9 " 58.14 " 5.135# 0.002& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 125.9 " 137.8 " 115.3 " 116.9 " 49.89 " 4.470# 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 94.96 " 145.3 " 107.0 " 138.0 " 43.59 " 3.812# 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 82.25 " 201.5 " 99.20 " 192.1 " 39.24 " 3.242$ 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 75.58 " 201.6 " 92.73 " 188.0 " 34.90 # 3.173$ 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 70.49 " 150.6 " 102.1 " 154.7 " 31.17 # 2.891$ 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 69.67 " 136.6 " 104.7 " 147.1 " 28.19 # 2.667$ 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 0.000& 83.91 " 190.2 " 93.68 " 133.7 " 25.49 # 2.565$ 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 0.000& 94.53 " 175.5 " 130.6 " 131.2 " 23.61 # 2.451$ 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 4.717& 95.41 " 143.7 " 230.7 " 119.4 " 23.31 # 2.286& 0.000& 28 29 0.000& 0.000& 0.000& 12.89 " 87.48 " 122.7 " 306.2 " 109.4 " 21.72 # 2.053& 0.000& 29 30 0.000& 0.000& 0.000& 10.70 " 77.96 " 111.6 " 337.5 " 107.5 " 20.23 # 1.713& 0.000& 30 31 0.000& 0.000& 7.958# 115.2 " 286.2 " 18.54 " 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 1.170& 76.01 # 179.1 " 151.0 " 183.8 " 57.19 # 7.637& 0.729& Median 0.000& 0.000& 0.000& 0.000& 0.000& 80.11 # 157.3 " 134.8 " 155.3 " 60.38 # 6.633& 0.284& Maximum 0.000& 0.000& 0.000& 0.000& 12.89 & 188.7 # 362.0 " 337.5 " 439.0 " 115.8 # 17.09 & 2.582& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 6.252# 100.2 " 92.73 " 107.5 " 18.54 # 1.713& 0.000& Total 0.000& 0.000& 0.000& 0.000& 36.27 &2280 #5553 "4681 "5513 "1773 # 229.1 & 22.59 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 55.04 & " ... Relative Uncertainty +/-10% Ann. Median 2.582& # ... Relative Uncertainty +/-15% Annual Total 20088 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 439.0 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 1999 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 1.557& 1.416& 317.3 " 228.2 " 270.8 " 291.4 " 211.2 " 91.34 " 15.10 " 1 2 0.000& 0.000& 0.000& 1.254& 1.623& 269.0 " 209.8 " 251.4 " 290.5 " 191.1 " 88.13 " 14.71 " 2 3 0.000& 0.000& 0.000& 1.351& 2.168& 244.4 " 199.3 " 234.8 " 426.0 " 177.2 " 83.80 " 14.25 " 3 4 0.000& 0.000& 0.000& 1.434& 2.817$ 257.1 " 193.5 " 218.9 " 490.5 " 165.0 " 79.23 " 13.49 " 4 5 0.000& 0.000& 0.000& 1.288& 3.685$ 259.4 " 425.9 " 205.8 " 381.3 " 155.7 " 76.86 " 12.56 " 5 6 0.000& 0.000& 0.000& 1.020& 6.005# 214.0 " 700.7 " 216.9 " 317.4 " 149.3 " 72.21 " 11.82 " 6 7 0.000& 0.000& 0.000& 0.759& 7.366# 187.6 " 669.3 " 262.6 " 279.0 " 237.4 " 65.93 " 10.95 " 7 8 0.000& 0.000& 0.000& 0.776& 8.350# 176.2 " 528.0 " 240.0 " 253.3 " 597.0 " 62.01 " 10.11 " 8 9 0.000& 0.000& 0.000& 0.875& 9.395" 169.8 " 433.7 " 208.6 " 233.5 " 764.9 " 59.12 " 9.329" 9 10 0.000& 0.000& 0.000& 0.945& 9.520" 164.5 " 396.3 " 211.1 " 220.1 " 586.5 " 55.05 " 8.433" 10 11 0.000& 0.000& 0.000& 1.015& 9.615" 177.6 " 376.5 " 363.0 " 447.5 " 398.3 " 52.05 " 7.432# 11 12 0.000& 0.000& 0.000& 1.025& 8.704" 195.9 " 357.5 " 341.0 " 502.1 " 319.8 " 49.29 " 7.172# 12 13 0.000& 0.000& 0.000& 1.093& 8.169" 188.1 " 395.3 " 272.9 " 400.2 " 307.9 " 46.60 " 7.888# 13 14 0.000& 0.000& 0.000& 1.259& 8.888" 171.8 " 680.3 " 219.5 " 520.6 " 478.9 " 44.94 " 8.679" 14 15 0.000& 0.000& 0.000& 1.131& 7.802# 170.5 " 628.4 " 216.6 " 568.5 " 437.5 " 44.20 " 9.280" 15 16 0.000& 0.000& 0.000& 1.028& 7.063# 180.7 " 587.8 " 235.9 " 447.7 " 361.7 " 43.92 " 8.106# 16 17 0.000& 0.000& 0.000& 2.251& 6.697# 173.7 " 565.5 " 358.6 " 362.6 " 306.4 " 42.39 " 7.203# 17 18 0.000& 0.000& 0.000& 4.266& 6.423# 269.7 " 512.2 " 532.5 " 315.9 " 261.6 " 39.80 " 6.339# 18 19 0.000& 0.000& 0.000& 8.585# 23.74 # 332.4 " 457.0 " 466.1 " 284.6 " 233.4 " 37.87 " 5.864# 19 20 0.000& 0.000& 0.000& 7.112# 114.6 " 328.4 " 419.0 " 376.6 " 262.2 " 211.7 " 34.93 # 5.990# 20 21 0.000& 0.000& 0.000& 5.500# 157.5 " 272.8 " 387.3 " 306.7 " 340.2 " 193.3 " 30.81 # 6.392# 21 22 0.000& 0.000& 7.547& 4.501# 86.81 " 229.3 " 356.2 " 270.7 " 434.5 " 176.4 " 27.22 # 6.253# 22 23 6.257& 0.000& 15.58 " 4.203# 64.13 " 304.3 " 332.3 " 248.0 " 405.7 " 165.3 " 24.56 # 5.533# 23 24 0.113& 0.000& 13.27 " 3.226$ 49.96 " 302.6 " 312.3 " 365.0 " 326.1 " 156.9 " 21.74 # 4.852# 24 25 0.001& 0.000& 9.962" 2.447& 40.62 " 270.6 " 299.6 " 572.9 " 274.0 " 146.8 " 19.93 # 4.190# 25 26 0.000& 0.000& 7.348# 2.079& 49.42 " 265.8 " 443.2 " 606.4 " 257.9 " 136.5 " 18.43 " 3.388$ 26 27 0.000& 0.000& 5.921# 1.849& 248.3 " 271.7 " 423.1 " 450.2 " 267.7 " 127.8 " 17.78 " 2.511& 27 28 0.000& 0.000& 4.544# 1.787& 684.1 " 294.0 " 405.4 " 369.1 " 307.3 " 121.0 " 17.10 " 1.748& 28 29 0.000& 3.511$ 1.590& 784.7 " 308.6 " 405.2 " 341.6 " 279.5 " 113.8 " 16.43 " 12.91 & 29 30 0.000& 2.845$ 1.636& 592.5 " 261.8 " 347.9 " 345.9 " 238.3 " 106.3 " 15.89 " 28.08 # 30 31 0.000& 2.119& 403.0 " 301.8 " 319.2 " 98.02 " 14.35 " 31 Mean 0.206& 0.000& 2.343& 2.295& 110.2 & 241.0 " 418.7 " 319.3 " 347.5 " 261.1 " 45.98 # 9.190& Median 0.000& 0.000& 0.000& 1.496& 9.395& 258.3 " 405.2 " 272.9 " 316.7 " 193.3 " 44.06 # 8.106& Maximum 6.257& 0.000& 15.58 & 8.585& 784.7 & 332.4 " 700.7 " 606.4 " 568.5 " 764.9 " 91.34 # 28.08 & Minimum 0.000& 0.000& 0.000& 0.759& 1.416& 164.5 " 193.5 " 205.8 " 220.1 " 98.02 " 15.89 # 1.748& Total 6.37& 0.00& 72.65& 68.84& 3415 & 7230 "12978 " 9899 "10426 " 8094 " 1380 # 284.9 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 147.5 & " ... Relative Uncertainty +/-10% Ann. Median 39.80 & # ... Relative Uncertainty +/-15% Annual Total 53855 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 784.7 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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 8.663" 18.92 " 1.936& 4.281# 13.61 " 8.559" 54.75 # 136.2 " 370.3 " 90.60 " 12.06 " 3.185$ 1 2 7.131# 18.33 " 1.654& 4.115# 12.72 " 8.587" 93.01 " 137.5 " 288.1 " 82.96 " 10.91 " 2.492& 2 3 5.984# 17.49 " 1.114& 3.720# 11.36 " 8.609" 99.63 " 142.2 " 235.7 " 77.46 " 10.66 " 1.721& 3 4 4.845# 16.25 " 1.076& 3.302$ 9.989" 9.377" 119.2 " 129.9 " 195.8 " 72.84 " 10.26 " 1.316& 4 5 3.847# 14.65 " 1.183& 2.658$ 8.735" 9.443" 157.3 " 137.8 " 174.5 " 69.79 " 9.536" 0.948& 5 6 3.358$ 13.00 " 1.035& 2.328$ 7.843# 9.454" 119.9 " 231.9 " 253.4 " 68.85 " 8.914" 0.635& 6 7 4.242$ 11.55 " 0.756& 2.431$ 7.058# 8.994" 102.4 " 260.9 " 303.9 " 68.01 " 8.704" 0.363& 7 8 9.632" 10.52 " 0.583& 2.337$ 6.694# 8.831" 95.86 " 216.1 " 250.5 " 64.42 " 9.594" 0.227& 8 9 11.35 " 9.203" 0.439& 2.424$ 6.434# 8.711" 84.58 " 174.9 " 201.7 " 59.64 " 11.30 " 0.118& 9 10 9.365" 7.550# 0.459& 2.317$ 6.765# 8.883" 84.77 " 149.9 " 178.7 " 56.03 " 11.69 " 0.031& 10 11 7.163# 6.353# 0.650& 2.274$ 11.91 # 10.50 " 125.0 " 133.2 " 166.5 " 52.56 " 11.26 " 0.003& 11 12 6.100# 5.233# 1.207& 2.382$ 31.02 # 11.15 " 127.5 " 121.3 " 158.7 " 48.32 " 10.16 " 0.000& 12 13 5.257# 4.577# 1.781& 2.543$ 39.91 " 10.97 " 155.2 " 113.7 " 153.8 " 45.33 " 8.936" 0.000& 13 14 25.11 # 4.253# 1.862& 3.043$ 33.51 # 29.79 # 205.3 " 110.1 " 150.9 " 43.26 " 7.824# 0.000& 14 15 93.90 " 4.041# 1.982& 3.380$ 23.70 # 62.68 " 239.2 " 110.9 " 150.1 " 40.29 " 6.683# 0.000& 15 16 179.4 " 3.915# 2.044& 3.859# 18.66 # 65.22 " 206.3 " 198.6 " 144.7 " 38.34 " 5.507# 0.000& 16 17 101.3 " 3.813# 1.859& 3.958# 15.92 " 48.67 " 225.1 " 219.3 " 136.1 " 35.70 # 4.548# 0.000& 17 18 60.01 " 3.620# 1.675& 3.759# 14.11 " 33.52 # 294.6 " 170.0 " 130.1 " 32.29 # 4.181# 0.000& 18 19 41.82 " 3.107$ 1.448& 3.701# 12.73 " 39.46 # 304.5 " 137.4 " 124.7 " 28.52 # 3.703# 0.000& 19 20 30.58 # 2.625$ 1.699& 3.660# 11.75 " 68.29 " 264.5 " 119.5 " 121.3 " 26.09 # 3.124$ 0.000& 20 21 24.53 # 2.328& 2.631& 3.726# 11.11 " 76.98 " 239.5 " 108.7 " 116.5 " 24.27 # 2.613$ 0.000& 21 22 40.64 # 2.250& 6.463# 3.772# 10.64 " 60.22 " 230.7 " 99.41 " 111.6 " 23.08 # 2.308& 0.000& 22 23 57.86 " 2.173& 11.41 " 3.732# 10.38 " 49.34 " 219.5 " 93.96 " 106.5 " 22.24 # 2.170& 0.000& 23 24 71.36 " 2.098& 10.09 " 3.264$ 9.985" 44.03 " 201.6 " 122.1 " 102.9 " 21.33 # 1.952& 0.000& 24 25 67.83 " 2.177& 8.709" 2.820$ 10.10 " 42.03 " 183.8 " 139.5 " 98.08 " 20.27 # 1.893& 0.000& 25 26 49.31 " 2.240& 7.508# 2.596$ 9.875" 46.28 " 165.5 " 159.5 " 93.54 " 19.07 " 1.868& 0.000& 26 27 36.17 # 2.289$ 7.075# 3.083$ 9.980" 43.98 " 152.0 " 150.5 " 91.09 " 17.60 " 2.530& 0.000& 27 28 28.69 # 2.245$ 6.325# 5.325# 9.748" 39.26 " 147.4 " 128.4 " 106.4 " 15.94 " 3.633$ 0.000& 28 29 23.37 # 2.153& 5.686# 11.64 # 9.476" 35.06 # 147.0 " 150.0 " 115.9 " 14.34 " 4.127# 0.000& 29 30 20.66 # 5.240# 14.40 " 9.214" 31.09 # 141.8 " 162.9 " 101.2 " 13.56 " 3.976# 0.000& 30 31 19.53 # 4.572# 8.373" 136.0 " 316.1 " 12.93 " 0.000& 31 Mean 34.16 $ 6.861& 3.295& 3.894$ 13.33 # 31.27 # 165.3 # 154.3 " 164.4 " 42.13 # 6.554& 0.356& Median 23.37 $ 4.041& 1.859& 3.341$ 10.38 # 32.30 # 152.0 # 137.8 " 147.4 " 38.34 # 6.095& 0.000& Maximum 179.4 $ 18.92 & 11.41 & 14.40 $ 39.91 # 76.98 # 304.5 # 316.1 " 370.3 " 90.60 # 12.06 & 3.185& Minimum 3.358$ 2.098& 0.439& 2.274$ 6.434# 8.559# 54.75 # 93.96 " 91.09 " 12.93 # 1.868& 0.000& Total 1059 $ 199.0 & 102.2 & 116.8 $ 413.3 # 938.0 #5123 #4782 "4933 "1306 # 196.6 & 11.04 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 52.41 & " ... Relative Uncertainty +/-10% Ann. Median 11.35 & # ... Relative Uncertainty +/-15% Annual Total 19181 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 370.3 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2001 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 25.73 # 7.607# 281.4 " 67.49 " 201.6 " 11.31 " 0.585& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 20.26 # 9.846" 159.8 " 64.76 " 132.2 " 10.56 " 0.393& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 16.37 " 12.86 " 126.0 " 61.98 " 88.56 " 9.638" 0.326& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 13.90 " 15.91 " 188.0 " 58.58 " 69.57 " 8.848" 0.233& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 11.94 " 15.85 " 183.8 " 55.93 " 58.10 " 7.758# 0.202& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 10.65 " 13.81 " 145.6 " 67.43 " 49.69 " 7.201# 0.516& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 9.757" 20.26 # 124.8 " 76.51 " 43.80 " 6.745# 0.568& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 9.338" 39.94 # 109.3 " 72.31 " 41.27 " 5.792# 0.536& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 10.01 " 65.29 " 136.8 " 81.05 " 39.56 " 5.252# 0.408& 9 10 0.000& 0.000& 0.000& 0.000& 2.303& 12.01 " 59.42 " 150.3 " 108.1 " 37.01 " 4.249# 0.261& 10 11 0.000& 0.000& 0.000& 0.000& 3.822$ 15.82 " 39.29 # 132.3 " 94.79 " 34.56 # 3.340$ 0.109& 11 12 0.000& 0.000& 0.000& 0.000& 7.714# 17.89 " 29.97 # 109.9 " 77.03 " 32.56 # 2.449& 0.005& 12 13 0.000& 0.000& 0.000& 0.000& 26.86 # 15.63 " 30.62 # 98.42 " 63.84 " 29.45 # 1.949& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 29.67 # 13.07 " 30.26 # 126.2 " 56.15 " 26.92 # 1.744& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 18.38 # 11.59 " 23.43 # 230.3 " 51.37 " 24.88 # 1.907& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 12.92 " 10.63 " 19.07 # 205.0 " 48.30 " 23.03 # 2.584$ 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 10.34 " 10.84 " 16.85 " 160.2 " 45.30 " 21.13 # 2.896$ 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 8.554" 11.08 " 15.49 " 126.6 " 42.92 " 19.67 # 2.913$ 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 7.347# 10.73 " 14.43 " 110.2 " 39.72 " 21.38 # 4.120$ 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 6.927# 10.01 " 13.52 " 99.94 " 36.61 " 24.43 # 7.810# 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 7.561# 9.281" 14.07 " 93.13 " 34.06 # 33.70 # 8.148# 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 8.070" 8.622" 15.10 " 87.84 " 44.14 # 51.48 " 7.485# 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 7.817# 8.086" 14.34 " 89.63 " 66.53 " 48.08 " 6.676# 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 7.897# 7.816# 12.86 " 113.1 " 73.39 " 39.42 " 6.247# 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 8.315" 7.719# 11.83 " 108.0 " 61.76 " 29.97 # 5.351# 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 8.987" 7.580# 11.10 " 98.15 " 47.96 " 23.61 # 4.323# 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 9.548" 7.560# 10.63 " 83.93 " 39.37 " 19.73 # 3.395$ 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 9.088" 7.357# 11.64 " 75.11 " 39.07 " 17.26 " 2.570& 0.000& 28 29 0.000& 0.000& 0.000& 10.03 " 7.153# 16.03 # 71.16 " 112.7 " 15.22 " 1.615& 0.000& 29 30 0.000& 0.000& 0.000& 18.76 # 7.025# 285.6 " 72.36 " 254.9 " 13.39 " 1.038& 0.000& 30 31 0.000& 0.000& 28.17 # 400.6 " 70.80 " 12.39 " 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 8.357& 11.51 # 41.86 # 128.0 " 68.14 # 42.70 # 5.197& 0.134& Median 0.000& 0.000& 0.000& 0.000& 7.817& 10.64 # 15.85 # 113.1 " 61.87 # 32.56 # 4.787& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 29.67 & 25.73 # 400.6 # 281.4 " 254.9 # 201.6 # 11.31 & 0.585& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 7.025# 7.607# 70.80 " 34.06 # 12.39 # 1.038& 0.000& Total 0.000& 0.000& 0.000& 0.000& 259.1 & 345.4 #1298 #3968 "2044 #1324 # 155.9 & 4.142& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 25.75 & " ... Relative Uncertainty +/-10% Ann. Median 6.745& # ... Relative Uncertainty +/-15% Annual Total 9398 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 400.6 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2002 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 2.866$ 3.814# 48.90 " 76.01 " 64.12 " 19.57 # 10.97 " 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 3.202$ 3.938# 46.76 " 71.96 " 117.7 " 18.35 " 13.64 " 0.000& 2 3 0.000& 1.215& 0.000& 0.000& 2.953$ 4.922# 43.50 " 67.04 " 162.3 " 17.19 " 12.97 " 0.000& 3 4 0.000& 3.673$ 0.000& 0.000& 2.845$ 12.37 # 34.70 # 72.61 " 124.6 " 16.43 " 10.82 " 0.000& 4 5 0.000& 3.598$ 0.000& 0.000& 2.607$ 31.91 # 32.08 # 95.24 " 90.82 " 19.70 # 9.640" 0.000& 5 6 0.000& 2.750$ 0.000& 0.000& 5.567$ 50.38 " 30.60 # 88.35 " 75.76 " 40.45 # 8.174# 0.000& 6 7 0.000& 2.108& 0.000& 0.000& 11.83 " 44.34 " 33.35 # 79.30 " 66.50 " 52.52 " 6.844# 0.000& 7 8 0.000& 2.230& 0.000& 0.000& 13.93 " 29.64 # 40.37 " 71.11 " 59.70 " 48.99 " 5.850# 0.000& 8 9 0.000& 1.074& 0.000& 0.000& 17.99 " 20.26 # 43.39 " 99.95 " 54.44 " 37.41 # 4.996# 0.000& 9 10 0.000& 0.590& 0.000& 0.000& 16.85 " 16.10 " 45.76 " 140.2 " 50.66 " 27.98 # 4.082# 0.000& 10 11 0.000& 0.208& 0.000& 0.000& 17.10 " 13.81 " 57.93 " 128.1 " 46.56 " 22.49 # 3.469$ 0.000& 11 12 0.000& 0.056& 0.000& 0.000& 17.03 " 12.50 " 173.0 " 100.6 " 43.60 " 19.55 # 2.816$ 0.000& 12 13 0.000& 0.001& 0.000& 0.000& 15.48 " 16.13 # 169.8 " 83.60 " 41.34 " 17.89 " 2.362& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 12.99 " 32.83 # 127.1 " 75.67 " 43.78 " 16.74 " 1.941& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 11.56 " 40.97 " 113.4 " 85.19 " 75.81 " 15.86 " 1.324& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 10.69 " 39.45 # 100.2 " 91.18 " 74.28 " 15.07 " 0.959& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 10.25 " 28.79 # 88.09 " 83.93 " 64.16 " 15.12 " 0.768& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 9.136" 23.31 # 80.15 " 73.00 " 52.85 " 17.70 " 0.566& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 8.031# 25.32 # 89.97 " 65.86 " 44.82 " 19.46 # 0.398& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 7.040# 27.62 # 93.92 " 61.30 " 39.81 " 18.35 " 0.307& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 6.410# 24.69 # 86.46 " 58.16 " 36.70 " 16.42 " 0.248& 0.000& 21 22 0.000& 0.000& 0.000& 0.089& 5.798# 31.24 # 78.65 " 55.55 " 35.75 # 14.52 " 0.152& 0.000& 22 23 0.000& 0.000& 0.000& 0.529& 5.498# 33.46 # 72.31 " 53.05 " 37.39 " 12.69 " 0.017& 0.000& 23 24 0.000& 0.000& 0.000& 0.932& 5.328# 31.16 # 76.71 " 51.35 " 39.68 " 11.35 " 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 1.153& 5.017# 25.85 # 93.76 " 52.00 " 38.11 " 10.22 " 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 1.622& 4.653# 22.11 # 93.45 " 55.15 " 34.61 # 9.160" 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 1.655& 4.343# 19.63 # 95.72 " 64.33 " 30.86 # 8.461" 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 1.598& 4.169# 18.00 " 85.09 " 67.03 " 26.53 # 8.493" 0.000& 0.000& 28 29 0.000& 0.000& 1.842& 4.095# 30.92 # 74.53 " 61.28 " 23.38 # 8.261" 0.000& 0.000& 29 30 0.000& 0.000& 2.774& 4.092# 42.47 " 71.05 " 55.44 " 21.22 # 7.751# 0.000& 0.000& 30 31 0.000& 0.000& 3.868# 74.22 " 52.04 " 7.222# 0.000& 31 Mean 0.000& 0.625& 0.000& 0.406& 8.168$ 25.26 # 77.26 # 75.34 " 57.26 # 19.08 # 3.444& 0.000& Median 0.000& 0.000& 0.000& 0.000& 5.798$ 25.59 # 76.71 # 71.96 " 45.69 # 16.74 # 1.142& 0.000& Maximum 0.000& 3.673& 0.000& 2.774& 17.99 $ 50.38 # 173.0 # 140.2 " 162.3 # 52.52 # 13.64 & 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 2.607$ 3.814# 30.60 # 51.35 " 21.22 # 7.222# 0.000& 0.000& Total 0.000& 17.50 & 0.000& 12.19 & 253.2 $ 757.9 #2395 #2335 "1718 # 591.4 # 103.3 & 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 22.42 & " ... Relative Uncertainty +/-10% Ann. Median 4.169& # ... Relative Uncertainty +/-15% Annual Total 8184 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 173.0 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2003 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 9.127# 5.373# 29.39 # 276.2 " 127.8 " 310.9 " 163.3 " 18.15 " 4.325# 1 2 0.000& 0.000& 0.000& 6.664# 4.936# 31.15 # 214.1 " 115.0 " 287.1 " 136.3 " 16.68 " 3.818# 2 3 0.000& 0.000& 0.000& 5.924# 4.127# 36.86 # 194.3 " 216.4 " 260.7 " 109.3 " 15.19 " 3.047$ 3 4 0.000& 0.000& 0.000& 5.115# 3.581# 40.21 " 280.6 " 268.6 " 243.5 " 94.46 " 14.33 " 2.221& 4 5 0.000& 0.000& 0.000& 4.418# 3.304$ 38.27 " 345.0 " 250.4 " 225.7 " 87.68 " 13.32 " 1.526& 5 6 0.000& 0.000& 0.000& 4.480# 3.087$ 33.04 # 350.4 " 200.2 " 209.9 " 80.82 " 11.98 " 1.145& 6 7 0.000& 0.000& 0.000& 3.287$ 2.880$ 31.07 # 293.1 " 166.1 " 205.4 " 75.54 " 10.98 " 0.947& 7 8 0.000& 0.000& 0.000& 2.340& 4.283$ 27.01 # 228.2 " 144.2 " 230.7 " 71.25 " 9.854" 0.607& 8 9 0.000& 0.000& 0.000& 1.627& 20.77 # 23.73 # 208.4 " 129.4 " 252.3 " 66.59 " 8.512" 0.396& 9 10 0.000& 0.000& 0.000& 16.59 & 46.07 " 21.04 # 248.3 " 134.7 " 244.6 " 61.84 " 7.365# 0.279& 10 11 0.000& 0.000& 0.000& 109.4 # 32.46 # 20.46 # 360.1 " 329.2 " 234.7 " 58.39 " 6.042# 0.133& 11 12 0.000& 0.000& 0.000& 66.12 " 26.82 # 19.93 # 315.4 " 374.9 " 219.1 " 56.73 " 5.176# 0.071& 12 13 0.000& 0.000& 0.000& 63.63 " 26.51 # 19.12 " 258.4 " 333.3 " 198.0 " 57.42 " 4.552# 0.042& 13 14 0.000& 0.000& 0.000& 55.03 " 21.80 # 18.25 " 308.1 " 252.6 " 179.5 " 59.43 " 3.988# 0.018& 14 15 0.000& 0.000& 0.000& 35.70 # 20.85 # 17.63 " 364.1 " 208.5 " 163.4 " 59.71 " 3.654# 0.004& 15 16 0.000& 0.000& 0.000& 22.84 # 35.04 # 17.09 " 298.6 " 203.2 " 149.5 " 56.98 " 3.370# 0.000& 16 17 0.000& 0.000& 0.000& 17.04 " 66.07 " 16.38 " 242.1 " 226.5 " 138.6 " 53.41 " 6.856# 0.018& 17 18 0.000& 0.000& 0.000& 13.88 " 70.85 " 15.85 " 207.0 " 251.2 " 130.4 " 50.17 " 18.18 " 0.118& 18 19 0.000& 0.000& 0.000& 11.73 " 57.29 " 15.21 " 188.9 " 243.3 " 123.7 " 46.76 " 18.29 " 0.091& 19 20 0.000& 0.000& 0.000& 10.41 " 41.68 " 14.41 " 181.8 " 248.4 " 124.6 " 43.97 " 17.54 " 0.080& 20 21 0.000& 0.000& 0.000& 9.104" 40.53 " 13.83 " 177.3 " 264.3 " 137.3 " 41.32 " 14.99 " 0.170& 21 22 0.000& 0.000& 0.000& 7.625# 54.07 " 16.19 " 182.5 " 544.5 " 185.0 " 38.76 " 12.06 " 0.149& 22 23 0.000& 0.000& 0.000& 6.717# 54.13 " 20.02 # 164.1 " 709.9 " 202.2 " 36.02 # 9.385" 0.112& 23 24 0.000& 0.000& 0.000& 6.211# 43.10 " 20.40 # 149.9 " 639.7 " 171.6 " 33.34 # 7.830# 0.071& 24 25 0.000& 0.000& 0.000& 6.103# 33.39 # 21.88 # 139.6 " 539.7 " 155.7 " 30.00 # 7.742# 0.002& 25 26 0.000& 0.000& 0.000& 6.326# 27.17 # 44.54 # 132.0 " 456.7 " 138.4 " 27.05 # 7.847# 0.000& 26 27 0.000& 0.000& 0.000& 6.463# 22.92 # 115.6 " 131.1 " 414.6 " 120.6 " 25.69 # 7.605# 0.000& 27 28 0.000& 0.000& 0.000& 6.278# 20.17 # 179.2 " 125.8 " 393.1 " 106.2 " 24.56 # 6.597# 0.000& 28 29 0.000& 0.000& 5.850# 18.39 " 280.7 " 117.8 " 378.6 " 123.8 " 23.71 # 5.550# 0.000& 29 30 0.000& 0.991& 5.492# 19.71 # 308.0 " 133.3 " 359.0 " 174.5 " 21.84 # 4.941# 0.000& 30 31 0.000& 30.36 & 26.58 # 139.0 " 334.8 " 19.86 # 0.000& 31 Mean 0.000& 0.000& 1.011& 17.72 & 27.68 $ 50.22 # 224.4 " 305.1 " 188.3 " 58.46 # 9.952# 0.626& Median 0.000& 0.000& 0.000& 6.690& 26.51 $ 21.46 # 208.4 " 252.6 " 182.3 " 56.73 # 8.179# 0.091& Maximum 0.000& 0.000& 30.36 & 109.4 & 70.85 $ 308.0 # 364.1 " 709.9 " 310.9 " 163.3 # 18.29 # 4.325& Minimum 0.000& 0.000& 0.000& 1.627& 2.880$ 13.83 # 117.8 " 115.0 " 106.2 " 19.86 # 3.370# 0.000& Total 0.000& 0.000& 31.35 & 531.6 & 857.9 $1506 #6956 "9459 "5648 "1812 # 298.6 # 19.39 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 74.30 & " ... Relative Uncertainty +/-10% Ann. Median 16.68 & # ... Relative Uncertainty +/-15% Annual Total 27119 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 709.9 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2004 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 29.61 # 71.74 " 81.80 " 81.28 " 39.37 " 10.68 " 5.706# 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 29.57 # 86.68 " 86.98 " 77.05 " 38.53 " 10.12 " 4.588# 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 23.84 # 143.4 " 81.94 " 74.36 " 36.43 " 9.957" 3.786# 3 4 0.000& 0.015& 0.000& 0.000& 0.000& 29.92 # 125.4 " 76.00 " 71.24 " 33.82 # 9.286" 2.979$ 4 5 0.000& 0.059& 0.000& 0.000& 0.000& 101.1 " 94.40 " 73.51 " 76.05 " 31.16 # 8.729" 2.388& 5 6 0.000& 0.018& 0.000& 0.000& 0.000& 88.66 " 79.05 " 93.09 " 105.9 " 31.92 # 8.075# 1.894& 6 7 0.000& 0.075& 0.000& 0.000& 0.000& 85.99 " 173.0 " 92.79 " 123.6 " 32.32 # 7.189# 1.311& 7 8 0.000& 0.052& 0.000& 0.000& 0.000& 105.7 " 295.6 " 77.47 " 105.5 " 31.18 # 6.427# 0.870& 8 9 0.000& 0.001& 0.000& 0.000& 0.000& 98.83 " 239.1 " 68.44 " 89.05 " 28.39 # 6.025# 0.401& 9 10 0.000& 0.000& 0.000& 0.000& 0.017& 78.40 " 162.0 " 62.81 " 80.71 " 26.37 # 11.55 # 0.177& 10 11 0.000& 0.000& 0.000& 0.000& 0.217& 142.1 " 127.1 " 66.01 " 74.30 " 26.22 # 14.05 " 0.079& 11 12 0.000& 0.000& 0.000& 0.000& 0.016& 169.0 " 109.2 " 137.3 " 70.35 " 32.54 # 16.20 " 0.022& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 135.2 " 97.97 " 128.9 " 66.70 " 40.14 " 15.80 " 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 3.484& 104.2 " 91.18 " 108.4 " 64.36 " 37.92 " 14.08 " 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 4.493# 87.86 " 86.81 " 95.29 " 62.13 " 32.62 # 11.10 " 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 8.758# 79.08 " 83.94 " 82.20 " 60.90 " 26.88 # 8.649# 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 13.70 " 75.61 " 83.70 " 74.70 " 59.98 " 23.22 # 7.376# 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 13.92 " 72.56 " 83.29 " 71.79 " 58.99 " 20.38 # 6.554# 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 11.35 " 69.42 " 81.46 " 68.89 " 58.34 " 18.41 " 5.774# 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 9.926" 65.13 " 81.77 " 67.41 " 57.27 " 17.27 " 4.821# 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 9.969" 61.81 " 95.85 " 74.79 " 55.58 " 124.3 # 3.952# 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 14.23 " 62.29 " 104.1 " 72.56 " 54.08 " 82.42 " 3.042$ 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 18.28 " 66.42 " 95.87 " 84.04 " 51.80 " 55.68 " 2.554$ 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 21.71 # 63.80 " 87.24 " 110.9 " 50.86 " 37.52 # 2.865$ 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 28.89 # 60.05 " 80.02 " 118.5 " 49.02 " 26.23 # 4.148# 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 23.39 # 55.58 " 75.74 " 120.8 " 47.77 " 19.90 # 6.995# 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 17.39 " 55.02 " 72.97 " 170.8 " 46.16 " 16.64 " 9.403" 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 13.50 " 68.59 " 70.91 " 183.0 " 44.31 " 14.30 " 10.37 " 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 11.22 " 75.11 " 69.01 " 126.3 " 41.86 " 12.65 " 8.881" 0.000& 29 30 0.000& 0.000& 0.000& 9.701" 72.87 " 74.28 " 99.19 " 39.54 " 11.70 " 7.205# 0.000& 30 31 0.000& 0.000& 14.52 # 79.20 " 87.65 " 11.38 " 0.000& 31 Mean 0.000& 0.008& 0.000& 0.000& 8.021& 77.11 # 106.5 " 94.98 " 66.64 " 32.83 # 8.395$ 0.781& Median 0.000& 0.000& 0.000& 0.000& 8.758& 72.71 # 86.81 " 84.04 " 61.51 " 31.16 # 8.362$ 0.000& Maximum 0.000& 0.075& 0.000& 0.000& 28.89 & 169.0 # 295.6 " 183.0 " 123.6 " 124.3 # 16.20 $ 5.706& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 23.84 # 69.01 " 62.81 " 39.54 " 11.38 # 2.554$ 0.000& Total 0.000& 0.220& 0.000& 0.000& 248.7 &2313 #3302 "2944 "1999 "1018 # 251.8 $ 24.20 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 33.06 & " ... Relative Uncertainty +/-10% Ann. Median 8.689& # ... Relative Uncertainty +/-15% Annual Total 12102 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 295.6 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2005 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 16.24 " 244.3 $ 89.36 $ 75.35 $ 115.3 " 31.11 # 3.154$ 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 15.37 " 241.9 $ 113.1 $ 63.76 $ 116.7 " 30.11 # 3.132$ 2 3 0.000& 0.000& 0.000& 0.000& 7.440& 15.19 " 209.4 $ 268.0 $ 57.61 $ 112.3 " 27.97 # 3.069$ 3 4 0.000& 0.000& 0.000& 0.000& 19.89 # 29.79 # 288.2 $ 303.8 $ 53.21 $ 118.2 " 25.43 # 2.907$ 4 5 0.000& 0.000& 0.000& 0.000& 21.32 # 64.52 " 326.2 $ 222.3 $ 51.72 $ 119.5 " 26.60 # 3.021$ 5 6 0.000& 0.000& 0.000& 0.000& 16.27 " 59.09 " 278.1 $ 173.8 $ 210.9 $ 108.7 " 27.30 # 3.326$ 6 7 0.000& 0.000& 0.000& 0.000& 11.97 " 99.62 " 214.4 $ 141.7 $ 230.5 $ 97.55 " 26.09 # 3.491# 7 8 0.000& 0.000& 0.000& 0.000& 9.354" 160.7 " 167.0 $ 118.0 $ 388.8 $ 87.24 " 25.06 # 3.611# 8 9 0.000& 0.000& 0.000& 0.000& 7.544# 168.3 " 133.4 $ 97.80 $ 343.1 $ 81.35 " 22.90 # 3.505# 9 10 0.000& 0.000& 0.000& 0.000& 6.129# 321.5 " 111.6 $ 87.80 $ 293.0 $ 79.14 " 20.62 # 3.417$ 10 11 0.000& 0.000& 0.000& 0.000& 5.359# 445.9 " 96.18 $ 82.22 $ 256.1 $ 75.74 " 19.21 " 3.700# 11 12 0.000& 0.000& 0.000& 0.000& 7.912# 452.0 " 87.36 $ 78.58 $ 214.3 $ 71.89 " 17.91 " 3.568# 12 13 0.000& 0.000& 0.000& 0.000& 18.29 # 452.8 " 127.8 $ 138.6 $ 181.0 $ 67.73 " 16.58 " 3.579# 13 14 0.000& 0.000& 0.000& 0.000& 28.79 # 368.6 " 137.8 $ 232.5 $ 160.2 $ 63.77 " 15.18 " 3.855# 14 15 0.000& 0.000& 0.000& 0.000& 27.38 # 294.9 " 135.9 $ 166.4 $ 159.6 " 60.17 " 13.59 " 3.597# 15 16 0.000& 0.000& 0.000& 0.000& 27.93 # 278.2 " 193.8 $ 160.7 $ 147.6 " 57.27 " 12.19 " 3.083$ 16 17 0.000& 0.000& 0.000& 0.000& 56.44 # 380.4 " 169.4 $ 381.8 $ 160.1 " 53.80 " 10.97 " 2.753$ 17 18 0.000& 0.000& 0.000& 0.000& 60.15 " 367.9 " 148.6 $ 569.4 $ 171.4 " 50.80 " 9.681" 2.311& 18 19 0.000& 0.000& 0.000& 0.000& 71.19 " 318.9 " 130.8 $ 530.0 $ 162.3 " 48.41 " 8.499" 1.893& 19 20 0.000& 0.000& 0.000& 0.000& 71.35 " 271.2 " 120.0 $ 421.1 $ 151.7 " 46.15 " 7.615# 1.442& 20 21 0.000& 0.000& 0.000& 0.000& 56.46 " 227.7 " 232.8 $ 321.2 $ 158.0 " 45.08 " 6.471# 1.049& 21 22 0.000& 0.000& 0.000& 0.000& 46.66 " 197.7 " 291.4 $ 240.7 $ 158.0 " 45.52 " 5.410# 0.693& 22 23 0.000& 0.000& 0.000& 0.000& 40.34 " 258.3 " 234.6 $ 187.5 $ 141.4 " 45.00 " 4.787# 0.492& 23 24 0.000& 0.000& 0.000& 0.000& 34.05 # 429.7 " 196.5 $ 148.4 $ 123.3 " 44.89 " 4.182# 0.392& 24 25 0.000& 0.000& 0.000& 0.000& 28.40 # 388.7 " 172.7 $ 116.2 $ 110.7 " 44.60 " 3.600$ 0.274& 25 26 0.000& 0.000& 0.000& 0.000& 25.10 # 316.5 " 156.6 $ 106.8 $ 102.9 " 43.12 " 2.799$ 0.158& 26 27 0.000& 0.000& 0.000& 0.000& 22.57 # 254.2 " 145.9 $ 96.07 $ 97.21 " 41.61 " 2.289& 0.086& 27 28 0.000& 0.000& 0.000& 0.000& 20.50 # 217.5 " 131.1 $ 94.81 $ 94.01 " 40.46 " 2.178& 0.048& 28 29 0.000& 0.000& 0.000& 19.30 " 201.6 " 115.3 $ 123.7 $ 97.27 " 38.09 " 2.349$ 0.008& 29 30 0.000& 0.000& 0.000& 18.26 " 218.0 " 105.6 $ 114.9 $ 112.2 " 35.00 # 2.804$ 0.000& 30 31 0.000& 0.000& 17.16 " 96.50 $ 88.98 $ 32.26 # 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 25.92 & 243.0 # 175.5 $ 194.1 $ 157.6 $ 67.33 # 14.38 & 2.117& Median 0.000& 0.000& 0.000& 0.000& 20.50 & 256.3 # 156.6 $ 141.7 $ 154.8 $ 57.27 # 12.89 & 2.907& Maximum 0.000& 0.000& 0.000& 0.000& 71.35 & 452.8 # 326.2 $ 569.4 $ 388.8 $ 119.5 # 31.11 & 3.855& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 15.19 # 87.36 $ 78.58 $ 51.72 $ 32.26 # 2.178& 0.000& Total 0.000& 0.000& 0.000& 0.000& 803.5 &7291 #5441 $6016 $4728 $2087 # 431.5 & 65.61 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 73.60 & " ... Relative Uncertainty +/-10% Ann. Median 17.16 & # ... Relative Uncertainty +/-15% Annual Total 26864 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 569.4 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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 0.000& 14.15 " 2.751$ 0.000& 3.679# 5.886# 20.81 # 32.81 # 118.2 " 37.99 " 11.94 " 0.005& 1 2 0.000& 13.22 " 2.428$ 0.000& 3.434# 6.038# 17.31 " 31.50 # 116.2 " 36.29 " 10.05 " 0.000& 2 3 0.000& 12.34 " 1.961& 0.000& 3.251$ 5.906# 15.50 " 29.37 # 91.30 " 37.62 " 8.414# 0.000& 3 4 0.000& 11.17 " 1.410& 0.000& 3.073$ 5.616# 14.10 " 26.18 # 72.66 " 39.83 " 7.374# 0.000& 4 5 0.000& 9.716" 1.238& 0.000& 2.939$ 5.344# 14.49 " 23.74 # 60.04 " 39.58 " 7.262# 0.000& 5 6 4.964& 8.963" 0.943& 0.000& 2.855$ 5.201# 15.40 " 21.72 # 50.86 " 34.30 # 6.712# 0.000& 6 7 1.118& 11.61 " 0.590& 0.000& 3.087$ 5.001# 13.76 " 23.61 # 46.01 " 30.29 # 6.767# 0.000& 7 8 7.692# 10.99 " 0.332& 0.000& 2.974$ 4.925# 11.89 " 29.26 # 70.59 " 25.33 # 6.009# 0.000& 8 9 5.136# 10.63 " 0.168& 0.000& 3.053$ 4.697# 11.82 " 33.37 # 106.0 " 21.90 # 5.448# 0.000& 9 10 3.369$ 9.580" 0.066& 0.000& 3.053$ 4.663# 15.50 # 27.74 # 113.0 " 20.12 # 5.134# 0.000& 10 11 2.071& 8.658" 0.008& 0.000& 2.934$ 4.604# 20.18 # 24.23 # 137.9 " 22.02 # 4.856# 0.000& 11 12 15.39 & 7.581# 0.000& 0.193& 2.751$ 4.684# 19.02 " 23.55 # 148.9 " 27.16 # 4.561# 0.000& 12 13 88.85 # 6.347# 0.000& 0.716& 2.772$ 4.782# 16.56 " 25.36 # 120.3 " 30.59 # 4.183# 0.000& 13 14 255.7 " 5.469# 0.000& 0.914& 2.657$ 4.902# 14.30 " 30.62 # 95.79 " 28.23 # 3.562# 0.000& 14 15 207.4 " 5.021# 0.000& 0.965& 2.674$ 4.958# 12.64 " 34.68 # 82.36 " 26.04 # 3.072$ 0.000& 15 16 88.58 " 4.792# 0.000& 1.091& 2.727$ 4.914# 11.59 " 49.81 " 74.49 " 22.33 # 2.482& 0.000& 16 17 58.05 " 4.381# 0.000& 1.103& 2.755$ 4.949# 10.87 " 51.82 " 70.49 " 19.48 # 1.983& 0.000& 17 18 44.58 " 4.309# 0.000& 1.092& 3.225$ 5.120# 10.17 " 43.07 " 72.27 " 17.80 " 1.544& 0.000& 18 19 36.29 # 4.070# 0.000& 1.177& 3.307# 5.625# 9.554" 62.52 " 76.38 " 16.33 " 1.188& 0.000& 19 20 30.19 # 3.693# 0.000& 1.145& 3.124$ 6.182# 9.690" 95.64 " 72.46 " 14.65 " 0.975& 0.000& 20 21 25.27 # 4.975$ 0.000& 1.138& 2.976$ 6.508# 15.64 # 83.02 " 69.04 " 12.81 " 0.794& 0.000& 21 22 21.28 # 5.853# 0.000& 1.302& 2.799$ 7.586# 26.34 # 92.38 " 66.68 " 11.54 " 0.610& 0.000& 22 23 18.46 " 9.068# 0.000& 1.311& 2.876$ 7.708# 21.76 # 85.78 " 63.49 " 11.34 " 0.376& 0.000& 23 24 16.28 " 7.939# 0.000& 1.416& 3.775$ 7.653# 23.28 # 74.71 " 58.37 " 10.96 " 0.260& 0.000& 24 25 17.00 " 6.889# 0.000& 2.085& 5.211# 7.285# 49.57 " 63.49 " 53.20 " 10.98 " 0.151& 0.000& 25 26 43.79 # 5.679# 0.000& 2.746$ 5.079# 6.881# 48.50 " 54.22 " 49.62 " 12.35 " 0.057& 0.000& 26 27 44.69 " 4.577# 0.000& 3.839# 4.689# 9.462# 45.09 " 47.92 " 46.75 " 11.54 " 0.012& 0.000& 27 28 29.98 # 3.560$ 0.000& 4.732# 4.553# 18.83 # 61.65 " 43.77 " 44.33 " 10.56 " 0.000& 0.000& 28 29 21.02 # 0.000& 4.470# 4.665# 28.57 # 59.28 " 40.75 " 41.75 " 10.44 " 0.021& 0.000& 29 30 17.03 " 0.000& 3.981# 4.759# 25.64 # 47.11 " 37.69 " 38.93 " 11.58 " 0.019& 0.000& 30 31 15.17 " 0.000& 5.387# 37.35 " 57.74 " 13.27 " 0.000& 31 Mean 36.11 & 7.687$ 0.384& 1.181& 3.455$ 7.671# 23.25 # 45.23 # 77.61 " 21.78 # 3.527& 0.000& Median 17.03 & 7.235$ 0.000& 1.028& 3.073$ 5.621# 15.64 # 37.69 # 71.43 " 20.12 # 2.777& 0.000& Maximum 255.7 & 14.15 $ 2.751& 4.732& 5.387$ 28.57 # 61.65 # 95.64 # 148.9 " 39.83 # 11.94 & 0.005& Minimum 0.000& 3.560$ 0.000& 0.000& 2.657$ 4.604# 9.554# 21.72 # 38.93 " 10.44 # 0.000& 0.000& Total 1119 & 215.2 $ 11.90 & 35.42 & 107.1 $ 230.1 # 720.7 #1402 #2328 " 675.2 # 105.8 & 0.005& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 19.04 & " ... Relative Uncertainty +/-10% Ann. Median 5.853& # ... Relative Uncertainty +/-15% Annual Total 6951 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 255.7 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2007 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 10.75 $ 17.43 # 141.7 " 65.29 " 32.08 # 10.17 " 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 8.724$ 33.23 # 128.9 " 58.33 " 28.44 # 8.612" 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 6.928$ 48.60 " 107.4 " 53.22 " 25.69 # 7.190# 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 5.421$ 50.54 " 90.15 " 49.66 " 23.25 # 5.881# 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 4.391$ 35.61 # 79.78 " 47.65 " 21.22 # 4.760# 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 3.789$ 25.02 # 87.37 " 45.51 " 20.04 # 4.063# 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 3.200$ 19.58 # 111.3 " 44.78 " 18.79 " 3.579# 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 3.068$ 17.06 " 102.4 " 63.24 " 24.09 # 3.179$ 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 2.970$ 15.83 " 88.58 " 68.27 " 32.49 # 2.704$ 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 2.877$ 14.78 " 87.03 " 58.78 " 32.62 # 2.276& 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 2.754$ 13.75 " 114.9 " 51.34 " 32.15 # 1.659& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 2.638$ 12.32 " 102.7 " 96.74 " 26.70 # 1.086& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 2.477$ 11.30 " 88.28 " 147.0 " 21.91 # 0.824& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.006& 2.848$ 10.53 " 78.43 " 109.7 " 19.10 # 0.625& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 3.014& 2.996$ 9.767" 71.79 " 89.26 " 16.77 " 0.369& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 3.134$ 2.973$ 9.238" 67.33 " 79.06 " 15.16 " 0.217& 0.026& 16 17 0.000& 0.000& 0.000& 0.000& 2.784$ 3.475# 8.909" 63.85 " 70.46 " 14.10 " 0.142& 0.099& 17 18 0.000& 0.000& 0.000& 0.000& 2.572$ 3.294$ 8.718" 60.72 " 62.40 " 13.12 " 0.103& 0.063& 18 19 0.000& 0.000& 0.000& 0.000& 2.407& 3.046$ 9.584" 64.74 " 55.03 " 12.47 " 0.055& 0.029& 19 20 0.000& 0.000& 0.000& 0.000& 2.269& 2.693$ 14.87 " 132.4 " 49.48 " 12.07 " 0.030& 0.002& 20 21 0.000& 0.000& 0.000& 0.000& 2.359$ 2.512$ 28.42 # 130.5 " 44.87 " 11.59 " 0.023& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 2.044& 3.197$ 44.11 " 104.9 " 43.27 " 10.78 " 0.004& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 1.778& 9.095# 50.09 " 92.50 " 41.32 " 9.574" 0.000& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 1.683& 17.08 # 69.17 " 87.22 " 47.29 " 8.618" 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 1.565& 19.63 # 78.52 " 75.75 " 59.07 " 7.828# 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 2.075& 19.07 " 74.20 " 72.65 " 65.90 " 7.844# 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 3.376$ 16.93 " 67.64 " 75.43 " 57.53 " 11.14 " 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 14.51 $ 16.01 " 122.4 " 73.85 " 49.60 " 16.31 " 0.000& 0.000& 28 29 0.000& 0.000& 0.000& 19.99 $ 15.47 " 115.7 " 76.85 " 42.39 " 14.23 " 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 16.58 $ 16.29 " 117.5 " 86.79 " 36.25 # 12.48 " 0.000& 0.000& 30 31 0.000& 0.000& 13.02 $ 161.1 " 75.06 " 11.45 " 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 3.070& 7.220$ 42.44 # 91.01 " 61.76 # 18.20 # 1.918& 0.007& Median 0.000& 0.000& 0.000& 0.000& 1.683& 3.384$ 25.02 # 87.22 " 56.28 # 16.31 # 0.293& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 19.99 & 19.63 $ 161.1 # 141.7 " 147.0 # 32.62 # 10.17 & 0.099& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 2.477$ 8.718# 60.72 " 36.25 # 7.828# 0.000& 0.000& Total 0.000& 0.000& 0.000& 0.000& 95.16 & 216.6 $1316 #2821 "1853 # 564.1 # 57.55 & 0.218& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 18.97 & " ... Relative Uncertainty +/-10% Ann. Median 0.824& # ... Relative Uncertainty +/-15% Annual Total 6923 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 161.1 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2008 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 5.610# 19.11 # 448.6 " 57.68 " 41.02 " 18.17 " 2.825$ 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 4.923# 14.81 " 408.7 " 54.55 " 38.96 " 14.66 " 2.204& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 4.649# 13.74 " 366.0 " 51.37 " 36.63 " 11.88 " 2.150& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 4.317# 17.60 # 307.1 " 48.21 " 33.77 # 10.54 " 1.730& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 3.492# 17.48 " 253.2 " 45.03 " 29.60 # 10.69 " 1.408& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 2.891$ 17.25 " 218.4 " 42.33 " 25.30 # 12.77 " 1.008& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 2.441$ 17.43 " 197.5 " 39.63 " 21.65 # 15.56 " 0.828& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 2.074& 15.66 " 181.3 " 37.58 " 19.31 # 14.53 " 0.511& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 3.328& 13.25 " 165.6 " 35.32 # 17.71 " 13.02 " 0.291& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 3.895$ 11.66 " 151.7 " 33.74 # 16.26 " 11.41 " 0.222& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 4.620$ 11.39 " 140.8 " 33.82 # 15.16 " 9.861" 0.151& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 4.959# 12.65 " 130.7 " 35.00 # 14.24 " 8.544" 0.112& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 4.301# 14.35 " 120.8 " 36.38 " 13.22 " 7.148# 0.055& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 4.215# 14.29 " 113.1 " 36.17 " 12.38 " 5.823# 0.003& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 5.054# 22.93 # 106.6 " 33.77 # 11.28 " 4.745# 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 6.510# 80.38 " 100.5 " 31.23 # 10.16 " 3.872# 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 8.450# 79.71 " 94.80 " 31.46 # 9.232" 3.428# 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 9.077" 106.0 " 89.63 " 37.31 # 8.518" 2.912$ 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 9.083" 199.5 " 85.63 " 45.66 " 7.692# 2.636$ 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 7.787# 153.6 " 82.29 " 42.16 " 6.797# 2.416$ 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 6.419# 111.6 " 77.90 " 37.58 " 6.211# 2.415$ 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.531& 5.324# 88.65 " 74.15 " 37.45 " 5.714# 2.337& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 1.075& 4.525# 87.98 " 71.79 " 35.08 # 5.330# 2.785$ 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 1.905& 4.004# 160.6 " 69.51 " 28.91 # 8.417# 3.008$ 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 6.576& 3.687# 170.0 " 67.68 " 35.98 # 20.09 # 3.702# 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 6.889# 3.577# 136.9 " 65.67 " 83.84 " 32.79 # 4.359# 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 9.914" 6.306# 120.5 " 64.02 " 84.23 " 31.46 # 4.167# 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 6.653# 17.39 # 155.2 " 62.48 " 69.05 " 24.19 # 3.984# 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 5.002# 25.39 # 215.8 " 64.18 " 52.74 " 21.33 # 3.676# 0.000& 29 30 0.000& 0.000& 0.000& 4.693# 24.25 # 296.6 " 64.05 " 45.01 " 32.86 # 3.252$ 0.000& 30 31 0.000& 0.000& 4.568# 407.2 " 60.90 " 22.92 # 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 1.542& 6.752& 90.45 # 145.3 " 43.94 # 19.36 # 7.277& 0.435& Median 0.000& 0.000& 0.000& 0.000& 0.000& 4.786& 79.71 # 100.5 " 37.58 # 17.71 # 4.552& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 9.914& 25.39 & 407.2 # 448.6 " 84.23 # 41.02 # 18.17 & 2.825& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 2.074& 11.39 # 60.90 " 28.91 # 5.330# 2.337& 0.000& Total 0.000& 0.000& 0.000& 0.000& 47.81 & 202.5 &2804 #4505 "1318 # 600.2 # 218.3 & 13.50 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 26.53 & " ... Relative Uncertainty +/-10% Ann. Median 2.858& # ... Relative Uncertainty +/-15% Annual Total 9710 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 448.6 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2009 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 79.31 " 168.7 " 215.8 " 104.1 " 24.83 # 6.026# 1 2 0.000& 21.76 & 0.000& 0.000& 0.000& 2.457& 61.28 " 157.6 " 206.5 " 90.03 " 20.14 # 5.397# 2 3 0.000& 4.979& 0.000& 0.000& 0.000& 2.142& 47.59 " 146.9 " 194.6 " 80.02 " 17.58 " 4.757# 3 4 0.000& 0.917& 0.000& 0.000& 0.000& 3.029$ 40.40 " 138.9 " 180.8 " 73.67 " 15.78 " 4.185# 4 5 0.000& 0.078& 0.000& 0.000& 0.000& 2.797$ 36.32 " 132.1 " 183.4 " 69.51 " 14.49 " 3.679$ 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 2.211& 37.74 " 135.7 " 186.8 " 65.89 " 13.58 " 2.838$ 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 2.065& 50.50 " 150.7 " 174.2 " 62.80 " 12.70 " 2.089& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 1.837& 53.61 " 143.5 " 166.5 " 60.08 " 11.55 " 1.458& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 1.564& 88.35 " 150.2 " 155.4 " 57.86 " 11.06 " 1.011& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 1.383& 141.6 " 147.3 " 151.4 " 56.49 " 10.64 " 0.642& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 1.537& 143.5 " 154.8 " 175.1 " 56.22 " 10.01 " 0.382& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 2.513& 117.6 " 152.3 " 247.6 " 54.22 " 13.56 # 0.206& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 2.552$ 90.58 " 141.0 " 247.5 " 51.65 " 17.97 # 0.096& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 3.614# 77.51 " 139.6 " 191.1 " 49.33 " 14.95 " 0.029& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 3.209$ 71.86 " 264.0 " 170.5 " 46.41 " 13.75 " 0.002& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 2.753$ 71.78 " 300.3 " 170.9 " 42.44 " 12.47 " 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 2.318$ 85.91 " 241.0 " 152.9 " 37.89 " 11.30 " 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 2.171& 85.94 " 186.9 " 147.0 " 34.09 # 12.04 " 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 3.757& 149.0 " 259.8 " 141.5 " 31.66 # 24.77 # 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 6.194# 391.2 " 302.0 " 129.7 " 29.27 # 47.29 " 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 14.65 " 570.3 " 451.4 " 137.8 " 28.20 # 45.00 " 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 14.70 " 548.7 " 512.3 " 149.3 " 27.05 # 34.05 # 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 14.12 " 506.2 " 671.1 " 135.4 " 25.54 # 24.24 # 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 14.72 " 503.3 " 523.7 " 122.9 " 23.93 # 17.72 # 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 26.80 # 410.7 " 420.5 " 107.5 " 22.54 # 13.80 " 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 0.000& 30.99 # 334.0 " 349.4 " 94.55 " 26.33 # 11.09 " 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 0.000& 36.08 # 277.3 " 309.2 " 87.20 " 42.91 # 9.322" 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 0.000& 48.09 " 240.2 " 291.8 " 83.17 " 47.75 " 8.221" 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 69.10 " 213.4 " 297.2 " 92.94 " 43.08 " 7.413# 0.000& 29 30 0.000& 0.000& 0.000& 0.000& 91.04 " 195.3 " 268.0 " 109.6 " 37.62 # 6.617# 0.000& 30 31 0.000& 0.000& 0.000& 181.0 " 238.2 " 30.79 # 0.000& 31 Mean 0.000& 0.991& 0.000& 0.000& 0.000& 13.68 & 190.4 " 256.3 " 157.0 " 48.69 # 16.93 # 1.058& Median 0.000& 0.000& 0.000& 0.000& 0.000& 2.913& 117.6 " 238.2 " 154.1 " 46.41 # 13.66 # 0.000& Maximum 0.000& 21.76 & 0.000& 0.000& 0.000& 91.04 & 570.3 " 671.1 " 247.6 " 104.1 # 47.29 # 6.026& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 36.32 " 132.1 " 83.17 " 22.54 # 6.617# 0.000& Total 0.000& 27.74 & 0.000& 0.000& 0.000& 410.4 &5902 "7946 "4709 "1509 # 507.9 # 32.80 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 57.66 & " ... Relative Uncertainty +/-10% Ann. Median 2.211& # ... Relative Uncertainty +/-15% Annual Total 21046 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 671.1 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2010 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 11.81 " 8.640" 40.92 " 62.42 # 5.490# 0.000& 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 9.488" 8.340" 36.18 # 107.3 " 4.883# 0.000& 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 8.218" 7.997" 32.42 # 59.20 " 4.370# 0.000& 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 7.432# 7.702# 29.47 # 41.49 " 4.160# 0.000& 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 6.900# 7.604# 27.24 # 32.68 # 4.045# 0.000& 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 6.474# 7.443# 25.77 # 27.78 # 3.801# 0.000& 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 6.028# 7.398# 24.50 # 25.83 # 3.248$ 0.000& 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 5.798# 8.305# 23.46 # 25.95 # 2.833$ 0.000& 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 5.386# 47.33 # 22.40 # 29.29 # 2.531$ 0.000& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 5.043# 110.7 " 21.09 # 29.92 # 2.398$ 0.000& 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 4.790# 99.35 " 19.98 # 27.78 # 2.350$ 0.000& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 4.549# 83.71 " 35.20 # 25.99 # 2.098& 0.000& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 4.286# 94.95 " 85.79 " 24.20 # 1.881& 0.000& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 4.252# 82.98 " 98.52 " 24.19 # 1.754& 0.000& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 7.064# 68.59 " 72.89 " 21.38 # 1.312& 0.000& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 15.70 # 60.48 " 55.41 " 18.99 # 0.987& 0.000& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 22.23 # 58.46 " 46.50 " 16.84 " 0.830& 0.000& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 20.01 # 56.95 " 44.56 " 15.01 " 0.646& 0.000& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 15.88 " 53.17 " 42.22 " 13.65 " 0.440& 0.000& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 12.73 " 49.57 " 37.93 " 12.48 " 0.311& 0.000& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 10.85 " 47.01 " 34.55 # 11.54 " 0.282& 0.000& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 9.790" 44.47 " 36.97 " 10.66 " 0.273& 0.000& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 12.90 " 41.83 " 37.39 " 9.735" 0.235& 0.000& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 5.648& 15.29 " 39.62 " 34.51 # 9.100" 0.169& 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 8.681" 16.79 " 37.91 " 30.10 # 8.573" 0.093& 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 7.673# 15.44 " 36.51 " 26.16 # 8.096# 0.038& 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 9.865# 13.29 " 36.15 " 23.65 # 7.559# 0.002& 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 19.65 # 11.41 " 37.31 " 21.84 # 7.168# 0.007& 0.000& 0.000& 28 29 0.000& 0.000& 0.000& 29.65 # 10.11 " 43.43 " 20.45 # 6.576# 0.000& 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 20.29 # 9.163" 47.73 " 20.13 # 6.014# 0.000& 0.000& 0.000& 30 31 0.000& 0.000& 15.05 " 46.12 " 23.71 # 0.000& 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 3.758& 10.30 # 44.77 # 36.51 # 24.25 # 1.660& 0.000& 0.000& Median 0.000& 0.000& 0.000& 0.000& 0.000& 9.639# 44.47 # 32.42 # 20.19 # 0.987& 0.000& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 29.65 & 22.23 # 110.7 # 98.52 # 107.3 # 5.490& 0.000& 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 4.252# 7.398# 19.98 # 6.014# 0.000& 0.000& 0.000& Total 0.000& 0.000& 0.000& 0.000& 116.5 & 309.1 #1388 #1132 # 727.4 # 51.47 & 0.000& 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.20 & " ... Relative Uncertainty +/-10% Ann. Median 0.000& # ... Relative Uncertainty +/-15% Annual Total 3724 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 110.7 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 45.00 " 185.6 " 77.53 " 51.09 " 21.23 # 0.174& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 0.115& 50.61 " 254.1 " 90.18 " 45.32 " 17.57 " 0.092& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 51.07 " 328.0 " 155.9 " 41.21 " 16.30 " 0.014& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 1.200& 45.09 " 272.3 " 134.9 " 38.19 " 17.03 " 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 3.088$ 35.48 # 217.2 " 113.2 " 35.31 # 18.11 # 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 3.452# 25.86 # 177.2 " 93.73 " 32.61 # 19.69 # 14.62 & 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 3.129$ 20.61 # 177.8 " 80.79 " 29.91 # 21.27 # 55.45 # 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 2.503$ 18.18 " 174.7 " 72.22 " 29.25 # 22.32 # 40.80 " 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 1.880& 16.37 " 173.8 " 66.25 " 28.77 # 22.00 # 30.41 # 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 1.376& 14.89 " 162.2 " 61.88 " 26.95 # 19.34 # 20.27 # 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 0.959& 18.10 # 139.6 " 58.68 " 47.04 # 17.07 " 14.22 " 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 0.634& 34.39 # 122.8 " 55.92 " 64.97 " 14.83 " 11.04 " 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 0.420& 46.52 " 113.6 " 53.27 " 59.09 " 12.73 " 8.698" 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 0.385& 43.46 " 125.3 " 51.58 " 46.69 " 11.05 " 8.171" 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 0.776& 39.84 " 155.3 " 50.49 " 36.94 # 9.604" 7.338# 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 0.900& 49.57 " 247.5 " 50.39 " 29.64 # 8.277" 6.320# 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 1.535& 59.31 " 228.3 " 50.60 " 25.15 # 7.381# 5.233# 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 1.920& 55.19 " 175.9 " 83.40 " 24.73 # 7.021# 4.155# 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 2.168& 44.79 " 140.4 " 118.9 " 26.41 # 6.174# 3.203$ 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 2.329$ 39.82 " 122.3 " 118.2 " 26.27 # 5.281# 2.473& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 2.729$ 48.57 " 110.6 " 95.18 " 23.72 # 4.575# 1.847& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 2.458$ 56.57 " 145.3 " 80.56 " 21.82 # 3.774# 1.353& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 2.220& 55.63 " 186.8 " 72.92 " 20.73 # 2.966$ 0.934& 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 2.205& 50.22 " 167.2 " 65.16 " 19.51 " 2.014& 0.561& 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 4.959$ 46.87 " 137.4 " 58.21 " 22.28 # 1.473& 0.290& 25 26 0.000& 0.000& 0.000& 0.000& 0.000& 7.929# 49.19 " 112.2 " 58.22 " 27.52 # 1.124& 0.109& 26 27 0.000& 0.000& 0.000& 0.000& 0.000& 7.101# 54.75 " 98.89 " 65.62 " 37.86 # 0.967& 0.013& 27 28 0.000& 0.000& 0.000& 0.000& 0.000& 9.917# 71.72 " 92.10 " 69.59 " 46.93 " 0.722& 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 29.59 # 162.7 " 87.16 " 69.70 " 52.45 " 0.456& 0.000& 29 30 0.000& 0.000& 0.000& 0.000& 38.76 " 227.0 " 83.23 " 60.30 " 40.99 " 0.299& 0.000& 30 31 0.000& 0.000& 0.000& 200.4 " 79.93 " 28.81 # 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 0.000& 4.554& 57.35 # 161.1 " 77.78 " 35.10 # 10.42 & 7.670& Median 0.000& 0.000& 0.000& 0.000& 0.000& 2.186& 46.87 # 155.3 " 69.64 " 29.91 # 8.941& 1.847& Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 38.76 & 227.0 # 328.0 " 155.9 " 64.97 # 22.32 & 55.45 & Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 14.89 # 79.93 " 50.39 " 19.51 # 0.299& 0.000& Total 0.000& 0.000& 0.000& 0.000& 0.000& 136.6 &1778 #4995 "2333 "1088 # 312.6 & 237.8 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 29.81 & " ... Relative Uncertainty +/-10% Ann. Median 1.473& # ... Relative Uncertainty +/-15% Annual Total 10881 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 328.0 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 2.119& 29.94 # 85.05 # 33.16 # 26.46 # 0.586& 2.988& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 3.796# 27.78 # 116.4 " 30.92 # 20.65 # 0.634& 1.238& 2 3 0.000& 0.367& 0.000& 0.000& 0.000& 5.260# 25.70 # 90.47 " 30.19 # 17.59 " 0.518& 0.435& 3 4 0.000& 0.000& 0.000& 0.000& 0.989& 4.618# 24.04 # 74.45 " 44.45 # 15.60 " 1.178& 0.209& 4 5 0.000& 3.203& 0.000& 0.000& 8.391# 4.159# 22.59 # 71.35 " 64.40 " 14.23 " 4.252$ 0.146& 5 6 0.000& 1.373& 0.000& 0.000& 15.77 " 3.852# 21.18 # 63.98 " 65.92 " 12.92 " 7.659# 0.060& 6 7 0.000& 0.359& 0.000& 0.000& 12.73 " 6.292# 21.87 # 67.67 " 57.14 " 11.97 " 7.251# 0.000& 7 8 0.000& 0.045& 0.000& 0.000& 10.41 " 15.70 # 21.69 # 78.75 " 46.24 " 11.14 " 5.864# 0.048& 8 9 0.000& 0.000& 0.000& 0.000& 8.543" 22.34 # 22.08 # 71.14 " 37.54 # 10.38 " 5.096# 0.187& 9 10 0.000& 0.000& 0.000& 0.000& 7.955# 27.12 # 21.96 # 62.79 " 31.48 # 9.390" 4.107# 0.049& 10 11 0.000& 0.000& 0.000& 0.000& 6.809# 26.79 # 22.73 # 53.76 " 27.62 # 8.325" 3.312$ 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 5.785# 27.40 # 25.38 # 50.50 " 25.90 # 7.527# 2.524& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 5.263# 38.29 # 25.52 # 62.07 " 24.97 # 7.093# 1.918& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 4.897# 53.52 " 23.76 # 69.77 " 23.53 # 6.797# 1.545& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 4.608# 55.21 " 21.67 # 65.41 " 21.41 # 6.645# 1.079& 1.079& 15 16 0.000& 0.000& 0.000& 0.000& 4.331# 45.73 " 20.66 # 58.36 " 19.42 # 6.461# 0.676& 2.325& 16 17 0.000& 0.000& 0.000& 0.000& 3.981# 35.33 # 19.96 # 51.62 " 18.20 " 6.059# 0.384& 0.650& 17 18 0.000& 0.000& 0.000& 0.000& 3.730# 27.83 # 19.64 " 46.34 " 19.58 # 5.575# 0.178& 0.195& 18 19 0.000& 0.000& 0.000& 0.000& 3.542# 24.68 # 19.24 " 42.32 " 24.38 # 5.069# 0.059& 0.045& 19 20 0.000& 0.000& 0.000& 0.000& 3.359# 28.23 # 18.61 " 39.62 " 25.85 # 4.617# 0.003& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 3.180$ 49.61 " 17.80 " 39.61 " 24.80 # 4.186# 0.000& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 2.877$ 56.86 " 17.14 " 48.79 " 25.69 # 3.931# 0.327& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 2.554$ 48.06 " 16.53 " 52.43 " 31.41 # 3.735# 0.062& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 2.240& 40.51 " 16.11 " 48.01 " 29.64 # 3.294$ 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 1.990& 35.33 # 15.69 " 43.21 " 27.01 # 2.846$ 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 2.272& 31.78 # 15.66 " 37.97 " 26.30 # 2.470$ 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 1.805& 30.35 # 14.66 " 34.33 # 35.67 # 1.923& 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 1.511& 30.87 # 14.12 " 33.06 # 42.61 " 1.504& 0.186& 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 1.402& 32.22 # 13.65 " 33.93 # 41.61 " 1.138& 0.477& 0.000& 29 30 0.000& 0.000& 0.000& 1.322& 31.68 # 13.21 " 35.90 " 34.28 # 0.831& 0.609& 0.000& 30 31 0.000& 0.000& 1.345& 13.72 " 34.41 # 0.631& 0.000& 31 Mean 0.000& 0.184& 0.000& 0.000& 4.310& 28.18 & 20.14 # 56.88 # 33.04 # 7.774& 1.683& 0.311& Median 0.000& 0.000& 0.000& 0.000& 3.359& 29.29 & 20.66 # 52.43 # 29.91 # 6.461& 0.597& 0.000& Maximum 0.000& 3.203& 0.000& 0.000& 15.77 & 56.86 & 29.94 # 116.4 # 65.92 # 26.46 & 7.659& 2.988& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 2.119& 13.21 # 33.06 # 18.20 # 0.631& 0.000& 0.000& Total 0.000& 5.347& 0.000& 0.000& 133.6 & 845.5 & 624.3 #1763 # 991.3 # 241.0 & 50.48 & 9.654& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 12.74 & " ... Relative Uncertainty +/-10% Ann. Median 1.862& # ... Relative Uncertainty +/-15% Annual Total 4665 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 116.4 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 18.17 " 8.237" 55.52 " 175.1 " 142.9 " 19.29 # 2.644$ 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 17.81 " 7.516# 53.95 " 158.8 " 126.4 " 17.90 " 2.359$ 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 15.51 " 7.048# 48.69 " 137.3 " 115.1 " 16.26 " 2.246& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 12.81 " 6.780# 43.63 " 132.0 " 105.2 " 15.25 " 1.969& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 11.06 " 6.300# 39.62 " 117.3 " 98.48 " 14.49 " 1.471& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 9.845" 6.171# 41.04 " 103.9 " 93.10 " 13.67 " 1.300& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 9.115" 5.790# 48.29 " 99.11 " 87.72 " 12.96 " 1.037& 7 8 7.334& 0.000& 0.000& 0.000& 0.000& 8.475" 5.441# 124.6 " 92.83 " 82.96 " 11.82 " 0.689& 8 9 3.054& 0.000& 0.000& 0.000& 0.000& 8.192" 5.353# 213.9 " 86.54 " 86.80 " 10.99 " 0.380& 9 10 0.669& 0.000& 0.000& 0.000& 10.72 & 8.867" 5.458# 191.5 " 88.52 " 95.35 " 10.06 " 0.366& 10 11 0.127& 0.000& 0.000& 0.000& 18.94 # 8.908" 5.797# 161.6 " 191.6 " 91.46 " 9.051" 0.364& 11 12 0.005& 0.000& 0.000& 0.000& 16.17 " 9.175" 6.840# 129.1 " 233.4 " 86.46 " 8.502" 0.232& 12 13 0.000& 0.000& 0.000& 0.000& 13.83 " 8.592" 7.548# 107.6 " 197.9 " 78.51 " 8.163" 0.117& 13 14 0.000& 0.000& 0.000& 0.000& 10.96 " 8.117" 9.136" 106.1 " 406.8 " 71.68 " 7.099# 0.038& 14 15 0.000& 0.000& 0.000& 0.000& 8.784" 7.701# 9.386" 98.33 " 586.7 " 65.70 " 5.949# 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 7.244# 7.276# 11.73 " 101.5 " 472.4 " 62.64 " 5.003# 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 7.283# 7.169# 17.17 # 112.3 " 445.9 " 60.67 " 4.336# 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 6.460# 7.021# 28.17 # 109.8 " 363.5 " 57.86 " 4.086# 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 6.559# 6.832# 27.57 # 95.74 " 290.5 " 55.24 " 4.309# 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 7.716# 6.536# 21.63 # 84.06 " 240.4 " 56.89 " 4.311# 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 8.583" 6.319# 16.86 " 76.21 " 237.1 " 57.49 " 4.043# 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 9.717" 6.155# 13.73 " 70.47 " 249.0 " 54.30 " 3.921# 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 8.692" 6.121# 11.95 " 66.43 " 325.4 " 49.47 " 3.916# 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 7.636# 6.230# 14.31 " 63.08 " 333.8 " 43.43 " 3.754# 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 6.963# 6.878# 15.23 " 61.07 " 269.3 " 38.37 " 3.670# 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 6.400# 8.161" 19.65 # 68.53 " 208.9 " 35.00 # 3.336$ 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 5.951# 10.60 " 44.88 # 81.43 " 179.6 " 32.15 # 3.190$ 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 5.728# 9.935" 113.2 " 121.3 " 161.8 " 28.81 # 2.794$ 0.000& 28 29 0.000& 0.000& 0.000& 5.922# 9.535" 117.1 " 134.9 " 150.7 " 25.89 # 2.316& 0.000& 29 30 0.000& 0.000& 0.000& 9.478# 8.883" 82.61 " 135.0 " 159.0 " 23.47 # 2.360& 0.000& 30 31 0.000& 0.000& 15.16 " 61.55 " 194.3 " 20.82 # 0.000& 31 Mean 0.361& 0.000& 0.000& 0.000& 6.610& 9.200# 23.23 # 98.06 " 229.8 " 68.72 # 7.893& 0.491& Median 0.000& 0.000& 0.000& 0.000& 6.963& 8.534# 11.73 # 95.74 " 194.8 " 62.64 # 5.476& 0.000& Maximum 7.334& 0.000& 0.000& 0.000& 18.94 & 18.17 # 117.1 # 213.9 " 586.7 " 142.9 # 19.29 & 2.644& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 6.121# 5.353# 39.62 " 86.54 " 20.82 # 2.316& 0.000& Total 11.19 & 0.000& 0.000& 0.000& 204.9 & 276.0 # 720.1 #3040 "6895 "2130 # 236.8 & 15.21 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 37.07 & " ... Relative Uncertainty +/-10% Ann. Median 5.951& # ... Relative Uncertainty +/-15% Annual Total 13530 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 586.7 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 2.725& 35.51 # 81.76 " 192.6 " 94.87 " 52.09 " 11.30 " 2.551$ 1 2 0.000& 0.000& 0.000& 0.000& 5.235# 32.91 # 103.7 " 177.5 " 86.20 " 46.52 " 10.21 " 2.253& 2 3 0.000& 0.000& 0.000& 0.000& 4.955# 31.41 # 142.9 " 165.5 " 78.39 " 40.87 " 9.379" 1.831& 3 4 0.000& 0.000& 0.000& 0.000& 4.629# 29.93 # 126.7 " 155.3 " 73.16 " 36.62 " 8.483" 1.383& 4 5 0.000& 0.000& 0.000& 0.000& 4.315# 28.32 # 105.3 " 144.9 " 71.86 " 36.36 # 7.917# 1.063& 5 6 0.000& 0.000& 0.000& 0.000& 4.249# 26.61 # 105.5 " 135.9 " 78.03 " 37.81 " 7.262# 0.868& 6 7 0.000& 0.000& 0.000& 0.000& 7.397# 24.72 # 177.1 " 130.7 " 99.48 " 37.74 " 6.932# 0.695& 7 8 0.000& 0.000& 0.000& 0.000& 41.74 # 23.04 # 269.4 " 131.8 " 152.3 " 33.43 # 6.363# 0.585& 8 9 0.000& 0.000& 0.000& 0.000& 81.85 " 21.96 # 272.7 " 128.3 " 152.2 " 30.53 # 5.974# 0.455& 9 10 0.000& 0.000& 0.000& 0.000& 58.91 " 25.98 # 217.4 " 121.4 " 128.1 " 27.36 # 5.312# 0.322& 10 11 0.000& 0.000& 0.000& 0.000& 41.34 " 46.70 # 179.7 " 113.3 " 102.5 " 24.66 # 4.764# 0.153& 11 12 0.000& 0.000& 0.000& 0.000& 30.68 # 41.34 " 156.5 " 104.5 " 85.17 " 22.13 # 4.169# 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 23.98 # 35.10 # 141.7 " 97.73 " 74.74 " 20.13 # 3.762# 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 20.17 # 30.18 # 152.3 " 91.98 " 68.10 " 18.60 " 3.281$ 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 18.09 " 26.29 # 190.9 " 86.76 " 63.58 " 17.02 " 3.057$ 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 16.57 " 24.14 # 201.3 " 84.30 " 59.81 " 15.63 " 2.882$ 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 15.35 " 24.22 # 173.7 " 82.72 " 56.23 " 14.24 " 2.579$ 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 14.47 " 64.76 # 149.1 " 109.9 " 52.66 " 13.94 " 2.243& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 13.77 " 118.1 " 133.6 " 161.9 " 49.17 " 28.50 # 1.952& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 13.36 " 201.0 " 140.5 " 186.1 " 46.31 " 54.19 " 1.810& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 12.88 " 198.9 " 151.7 " 166.9 " 52.39 " 59.59 " 1.697& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 12.47 " 234.5 " 391.0 " 152.9 " 76.83 " 47.27 " 1.755& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 25.38 # 195.4 " 568.7 " 134.3 " 73.38 " 38.70 # 1.990& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 59.46 # 159.7 " 475.7 " 113.5 " 66.84 " 30.13 # 2.104& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 63.47 " 132.5 " 378.8 " 97.94 " 58.93 " 23.80 # 1.966& 0.000& 25 26 0.000& 0.000& 0.000& 0.086& 64.40 " 115.3 " 332.5 " 88.80 " 52.08 " 19.71 # 1.889& 0.000& 26 27 0.000& 0.000& 0.000& 0.032& 57.09 " 105.5 " 329.8 " 83.57 " 53.23 " 17.64 " 2.689& 0.000& 27 28 0.000& 0.000& 0.000& 1.290& 54.30 " 97.51 " 301.5 " 79.60 " 59.41 " 16.07 " 3.164$ 0.000& 28 29 0.000& 0.000& 8.772# 54.88 " 91.01 " 269.7 " 79.00 " 59.06 " 14.60 " 3.456# 0.000& 29 30 0.000& 0.000& 4.418$ 45.44 " 86.31 " 238.9 " 95.65 " 56.64 " 13.33 " 3.034$ 0.000& 30 31 0.000& 0.000& 39.79 " 213.8 " 101.1 " 12.30 " 0.000& 31 Mean 0.000& 0.000& 0.000& 0.487& 29.46 & 76.96 # 221.7 " 122.5 " 76.05 " 29.08 # 4.446& 0.392& Median 0.000& 0.000& 0.000& 0.000& 20.17 & 38.42 # 179.7 " 113.5 " 69.98 " 27.36 # 3.222& 0.000& Maximum 0.000& 0.000& 0.000& 8.772& 81.85 & 234.5 # 568.7 " 192.6 " 152.3 " 59.59 # 11.30 & 2.551& Minimum 0.000& 0.000& 0.000& 0.000& 2.725& 21.96 # 81.76 " 79.00 " 46.31 " 12.30 # 1.697& 0.000& Total 0.000& 0.000& 0.000& 14.60 & 913.3 &2309 #6874 "3796 "2282 " 901.5 # 133.4 & 12.16 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 47.22 & " ... Relative Uncertainty +/-10% Ann. Median 7.917& # ... Relative Uncertainty +/-15% Annual Total 17236 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 568.7 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 5.291# 10.10 " 205.5 " 82.70 " 14.45 " 1.886& 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 5.284# 9.939" 176.4 " 75.55 " 13.56 " 2.012& 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 5.326# 10.96 " 116.6 " 68.21 " 12.83 " 1.991& 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 5.414# 11.58 " 84.22 " 61.71 " 12.06 " 1.880& 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 5.667# 12.45 " 72.12 " 60.41 " 11.82 " 1.772& 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 5.750# 12.78 " 65.78 " 57.89 " 11.31 " 1.778& 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 5.756# 13.83 " 64.33 " 54.38 " 10.64 " 1.976& 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 5.736# 14.69 " 68.02 " 50.54 " 9.923" 2.053& 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 5.578# 15.83 " 75.18 " 46.31 " 9.100" 2.099& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 5.370# 16.61 " 75.46 " 43.33 " 8.754" 2.338$ 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 5.204# 15.37 " 71.40 " 43.69 " 8.099# 2.164& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 5.112# 13.75 " 66.15 " 50.28 " 7.278# 1.892& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 4.952# 12.53 " 59.84 " 56.31 " 6.282# 1.475& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 4.766# 11.25 " 55.06 " 58.80 " 5.685# 1.190& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 4.598# 10.23 " 51.23 " 54.92 " 5.413# 0.900& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 4.476# 9.474" 47.87 " 47.30 " 4.912# 0.722& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.194& 4.275# 8.830" 47.55 " 41.00 " 4.723# 0.496& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 10.94 # 4.692# 8.538" 50.02 " 36.39 " 4.596# 0.019& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 26.91 # 4.686# 8.259" 57.50 " 32.68 # 4.433# 0.000& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 31.58 # 6.817# 9.787" 75.84 " 29.85 # 4.542# 0.000& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 23.03 # 13.96 # 12.25 " 103.5 " 27.27 # 4.750# 0.000& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 16.59 " 41.64 # 16.21 " 140.9 " 25.20 # 4.478# 0.000& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 12.79 " 50.32 " 17.71 " 146.3 " 22.96 # 4.025# 0.000& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 10.64 " 37.12 # 17.06 " 121.4 " 21.07 # 3.640# 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 9.091" 24.90 # 16.37 " 94.91 " 19.45 # 3.307$ 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 7.925# 18.74 # 14.72 " 81.47 " 18.31 " 2.995$ 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 7.178# 15.46 " 13.11 " 74.02 " 17.46 " 2.729$ 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 6.527# 13.31 " 21.35 # 68.97 " 16.70 " 2.500$ 0.000& 0.000& 28 29 0.000& 0.000& 0.000& 6.052# 11.88 " 50.30 " 65.89 " 15.89 " 2.253& 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 5.740# 10.83 " 65.66 " 71.94 " 15.17 " 2.091& 0.000& 0.000& 30 31 0.000& 0.000& 5.475# 122.3 " 82.67 " 1.906& 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 5.828& 11.43 # 19.48 # 85.10 " 41.72 # 6.615& 0.955& 0.000& Median 0.000& 0.000& 0.000& 0.000& 0.000& 5.623# 13.11 # 72.12 " 43.51 # 4.912& 0.811& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 31.58 & 50.32 # 122.3 # 205.5 " 82.70 # 14.45 & 2.338& 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 4.275# 8.259# 47.55 " 15.17 # 1.906& 0.000& 0.000& Total 0.000& 0.000& 0.000& 0.000& 180.7 & 342.9 # 603.8 #2638 "1252 # 205.1 & 28.64 & 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 14.39 & " ... Relative Uncertainty +/-10% Ann. Median 0.722& # ... Relative Uncertainty +/-15% Annual Total 5251 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 205.5 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 0.004& 0.000& 28.99 # 30.33 # 46.34 " 119.2 " 195.5 " 361.2 " 109.2 " 22.15 # 1.687& 1 2 0.000& 0.000& 0.000& 23.07 # 26.07 # 42.64 " 96.47 " 189.2 " 319.8 " 112.1 " 20.41 # 1.403& 2 3 0.000& 0.000& 0.000& 19.49 # 22.42 # 40.00 " 83.94 " 180.2 " 285.6 " 112.7 " 19.09 " 1.305& 3 4 0.000& 0.000& 0.000& 17.42 " 19.77 # 38.51 " 77.05 " 174.9 " 257.6 " 106.4 " 18.03 " 1.279& 4 5 0.000& 0.000& 0.000& 15.59 " 18.38 " 37.47 " 72.69 " 176.7 " 236.0 " 98.13 " 17.07 " 1.263& 5 6 0.000& 0.000& 0.000& 13.61 " 17.65 " 38.55 " 69.47 " 182.3 " 220.5 " 89.81 " 15.80 " 1.254& 6 7 0.000& 0.000& 0.000& 12.29 " 20.64 # 50.63 " 67.30 " 201.9 " 234.7 " 83.29 " 14.62 " 1.243& 7 8 0.000& 0.000& 0.000& 11.36 " 26.58 # 69.21 " 70.28 " 225.1 " 238.1 " 88.42 " 13.62 " 1.166& 8 9 0.000& 0.000& 0.000& 12.99 " 30.72 # 73.21 " 147.9 " 222.9 " 221.2 " 102.0 " 12.69 " 1.080& 9 10 0.000& 0.000& 0.000& 39.01 # 28.74 # 65.49 " 394.3 " 208.5 " 204.7 " 105.3 " 12.13 " 1.006& 10 11 0.000& 0.000& 0.000& 29.22 # 24.57 # 57.19 " 437.2 " 194.5 " 190.3 " 93.58 " 12.50 " 0.862& 11 12 0.000& 0.000& 0.000& 33.49 # 20.88 # 52.85 " 370.9 " 184.7 " 175.7 " 81.73 " 12.52 " 0.873& 12 13 0.000& 0.000& 0.000& 40.52 # 18.90 " 89.71 " 296.4 " 171.0 " 166.4 " 72.35 " 12.20 " 0.769& 13 14 0.000& 0.000& 0.000& 36.59 " 17.68 " 129.6 " 234.2 " 156.3 " 159.7 " 65.77 " 11.18 " 0.847& 14 15 0.000& 0.000& 0.000& 31.78 # 16.79 " 111.5 " 193.2 " 149.9 " 152.6 " 63.27 " 10.02 " 0.813& 15 16 0.000& 0.000& 0.000& 25.10 # 16.39 " 90.00 " 180.2 " 168.9 " 151.7 " 61.55 " 9.656" 0.566& 16 17 0.000& 0.000& 0.000& 20.52 # 15.94 " 75.41 " 415.4 " 230.6 " 148.4 " 58.37 " 10.63 " 0.147& 17 18 0.000& 0.000& 0.000& 17.92 " 15.41 " 68.13 " 564.4 " 438.1 " 141.7 " 54.61 " 11.19 " 0.225& 18 19 2.845& 0.000& 0.000& 18.83 " 15.20 " 65.53 " 539.4 " 421.6 " 162.2 " 51.20 " 10.27 " 0.337& 19 20 1.033& 0.000& 0.000& 19.71 # 15.31 " 76.44 " 430.7 " 363.1 " 163.6 " 48.06 " 8.629" 0.000& 20 21 0.002& 0.000& 0.000& 21.33 # 26.32 # 88.75 " 384.6 " 312.4 " 149.7 " 44.80 " 7.476# 0.000& 21 22 0.000& 0.000& 0.000& 18.96 " 73.83 " 88.69 " 396.1 " 328.6 " 141.1 " 41.62 " 6.806# 0.000& 22 23 0.000& 0.000& 0.000& 16.99 " 78.92 " 82.17 " 379.1 " 293.8 " 142.3 " 38.48 " 6.210# 0.000& 23 24 0.000& 0.000& 0.000& 14.76 " 72.55 " 78.01 " 334.1 " 248.5 " 139.5 " 34.98 # 5.403# 0.000& 24 25 0.000& 0.000& 0.000& 13.56 " 83.25 " 72.38 " 289.0 " 218.1 " 130.8 " 32.07 # 4.579# 0.000& 25 26 0.000& 0.000& 0.013& 15.28 " 78.26 " 67.68 " 256.6 " 198.9 " 121.0 " 30.04 # 3.800# 0.000& 26 27 0.000& 0.000& 2.557& 32.03 # 70.00 " 64.47 " 235.3 " 363.5 " 117.3 " 28.27 # 3.184$ 0.000& 27 28 0.000& 0.000& 149.9 " 42.79 " 64.28 " 67.11 " 221.2 " 511.7 " 123.7 " 26.71 # 2.733$ 0.000& 28 29 0.000& 0.000& 110.5 " 42.34 " 59.26 " 140.4 " 209.9 " 490.4 " 120.4 " 25.83 # 2.306& 0.000& 29 30 0.040& 60.14 " 36.36 # 55.57 " 143.3 " 199.7 " 415.7 " 112.4 " 25.55 # 1.969& 0.000& 30 31 0.158& 40.20 # 50.66 " 194.5 " 377.7 " 24.19 # 0.000& 31 Mean 0.132& 0.000& 11.72 & 24.06 # 36.49 # 73.71 " 256.8 " 264.4 " 183.0 " 64.85 # 10.63 & 0.585& Median 0.000& 0.000& 0.000& 20.11 # 26.07 # 68.67 " 234.2 " 218.1 " 161.0 " 61.55 # 10.90 & 0.566& Maximum 2.845& 0.004& 149.9 & 42.79 # 83.25 # 143.3 " 564.4 " 511.7 " 361.2 " 112.7 # 22.15 & 1.687& Minimum 0.000& 0.000& 0.000& 11.36 # 15.20 # 37.47 " 67.30 " 149.9 " 112.4 " 24.19 # 1.969& 0.000& Total 4.077& 0.004& 363.3 & 721.9 #1131 #2211 "7961 "8195 "5490 "2010 # 318.9 & 18.12 & Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 77.66 & " ... Relative Uncertainty +/-10% Ann. Median 25.33 & # ... Relative Uncertainty +/-15% Annual Total 28425 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 564.4 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 98.74 " 6.604# 3.553# 2.022& 6.523# 16.80 # 360.8 " 288.0 " 113.3 " 25.74 # 2.057& 1 2 0.000& 52.74 " 6.775# 3.218$ 1.935& 6.225# 24.23 # 311.9 " 273.8 " 99.02 " 22.66 # 1.893& 2 3 0.000& 33.21 # 7.343# 2.878$ 1.880& 6.040# 29.43 # 286.5 " 233.8 " 88.87 " 19.97 # 1.727& 3 4 0.000& 20.89 # 7.763# 2.607$ 1.806& 5.973# 27.50 # 245.8 " 199.5 " 80.32 " 18.43 " 2.041& 4 5 0.000& 14.95 " 6.954# 2.416$ 1.788& 5.894# 30.81 # 217.6 " 179.2 " 74.00 " 16.61 " 2.512& 5 6 0.000& 10.74 " 5.905# 2.211& 1.777& 5.630# 38.76 " 195.1 " 166.2 " 70.02 " 14.70 " 3.220$ 6 7 0.000& 8.454# 5.090# 2.101& 1.826& 5.233# 54.36 " 179.2 " 155.7 " 67.87 " 12.93 " 3.812# 7 8 0.000& 6.255# 4.416# 1.915& 1.878& 4.874# 59.67 " 181.9 " 147.7 " 67.58 " 11.60 " 3.062$ 8 9 0.000& 6.427# 3.884# 1.626& 1.998& 4.521# 60.09 " 451.5 " 143.3 " 67.41 " 10.70 " 2.297& 9 10 0.000& 65.65 # 3.337$ 1.513& 2.067& 4.239# 47.15 " 616.8 " 139.1 " 66.06 " 10.10 " 1.869& 10 11 0.000& 93.27 " 2.828$ 1.576& 2.061& 3.939# 39.14 " 596.6 " 135.7 " 64.35 " 9.681" 1.636& 11 12 0.000& 67.49 " 2.557$ 1.600& 2.069& 3.737# 35.41 # 666.9 " 133.0 " 62.51 " 9.816" 1.330& 12 13 0.000& 57.50 " 2.729$ 1.586& 2.181& 3.648# 35.09 # 780.0 " 126.9 " 59.47 " 9.240" 1.010& 13 14 0.000& 46.39 " 3.256$ 1.529& 2.294$ 3.975# 35.49 " 733.1 " 118.2 " 59.17 " 8.411# 0.826& 14 15 0.000& 37.11 # 4.241# 1.545& 2.424$ 4.794# 36.47 " 787.8 " 110.5 " 58.41 " 7.291# 0.720& 15 16 0.000& 29.25 # 4.362# 1.566& 3.085$ 5.875# 36.41 " 736.4 " 103.9 " 56.49 " 6.579# 0.604& 16 17 0.000& 22.25 # 4.125# 1.657& 3.824# 6.656# 37.00 " 633.6 " 98.62 " 56.67 " 6.032# 0.586& 17 18 0.000& 18.36 " 4.047# 1.757& 5.958# 6.535# 34.08 # 534.3 " 93.70 " 60.02 " 6.099# 1.720& 18 19 0.000& 15.94 " 3.901# 1.837& 7.720# 6.530# 31.09 # 474.8 " 90.12 " 58.66 " 6.557# 5.188& 19 20 0.000& 14.01 " 3.822# 1.908& 9.016" 6.604# 36.35 # 435.4 " 89.23 " 52.53 " 6.669# 10.23 " 20 21 0.000& 12.29 " 4.035# 2.003& 10.41 " 6.622# 49.37 " 396.2 " 90.30 " 46.65 " 6.152# 7.990# 21 22 0.000& 11.14 " 4.501# 2.144& 11.96 " 14.85 # 69.41 " 362.4 " 105.1 " 43.71 " 5.665# 5.714# 22 23 0.000& 10.53 " 5.462# 2.205$ 12.80 " 30.74 # 74.12 " 330.5 " 125.3 " 40.12 " 4.939# 4.125# 23 24 0.000& 9.781" 6.756# 2.134& 11.67 " 39.97 " 78.29 " 305.6 " 131.9 " 38.90 " 4.166# 2.956$ 24 25 0.000& 8.921" 6.253# 2.085& 10.41 " 40.50 " 80.55 " 283.2 " 170.4 " 36.41 " 3.658# 1.958& 25 26 0.000& 8.237" 5.854# 2.064& 9.943" 34.88 # 74.29 " 260.8 " 197.2 " 35.25 # 3.053$ 1.407& 26 27 0.000& 7.623# 5.288# 2.028& 9.439" 26.74 # 80.10 " 242.7 " 186.6 " 35.28 # 2.707$ 1.032& 27 28 0.000& 7.078# 4.747# 1.988& 8.646" 20.69 # 107.3 " 224.8 " 156.0 " 34.89 # 2.469$ 0.687& 28 29 0.000& 4.448# 2.088& 8.116" 17.23 " 176.2 " 208.8 " 143.9 " 33.72 # 2.280& 0.425& 29 30 0.000& 4.040# 2.108& 7.581# 15.14 " 212.3 " 257.4 " 132.1 " 31.78 # 2.190& 0.214& 30 31 100.2 & 3.767# 7.038# 248.4 " 309.3 " 29.17 # 0.079& 31 Mean 3.233& 28.40 # 4.809$ 2.048& 5.407& 11.83 # 64.37 # 406.7 " 148.8 " 57.70 # 9.237& 2.417& Median 0.000& 15.45 # 4.416$ 2.015& 3.085& 6.374# 39.14 # 330.5 " 137.4 " 58.66 # 6.980& 1.869& Maximum 100.2 & 98.74 # 7.763$ 3.553& 12.80 & 40.50 # 248.4 # 787.8 " 288.0 " 113.3 # 25.74 & 10.23 & Minimum 0.000& 6.255# 2.557$ 1.513& 1.777& 3.648# 16.80 # 179.2 " 89.23 " 29.17 # 2.190& 0.079& Total 100.2 & 795.2 # 149.1 $ 61.45& 167.6 & 354.8 # 1996 #12608 " 4465 " 1789 # 277.1 & 74.93& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 62.57 & " ... Relative Uncertainty +/-10% Ann. Median 7.990& # ... Relative Uncertainty +/-15% Annual Total 22837 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 787.8 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 14.46 " 7.063# 1.463& 3.267$ 20.00 # 64.69 " 274.6 " 692.7 " 99.57 " 33.95 # 6.588# 1 2 0.000& 14.20 " 5.910# 1.271& 3.144$ 18.41 " 125.7 " 565.5 " 559.3 " 94.89 " 31.90 # 6.521# 2 3 0.000& 13.92 " 4.831# 1.185& 3.001$ 17.28 " 382.6 " 651.8 " 481.4 " 90.35 " 30.73 # 6.181# 3 4 0.000& 13.35 " 4.039# 1.200& 2.946$ 16.31 " 415.6 " 901.3 # 451.1 " 92.99 " 28.77 # 5.778# 4 5 0.000& 12.87 " 3.351$ 1.177& 3.001$ 18.27 # 514.5 "1046 # 452.2 " 91.77 " 26.78 # 5.685# 5 6 0.000& 12.85 " 2.819$ 1.087& 3.285$ 27.99 # 418.3 " 905.8 " 431.7 " 91.91 " 25.69 # 5.430# 6 7 0.000& 12.74 " 2.567$ 1.059& 3.250# 67.28 " 322.6 " 746.3 " 407.4 " 93.80 " 24.77 # 5.603# 7 8 0.000& 12.65 " 2.364$ 1.206& 3.296# 117.8 " 261.3 " 634.5 " 390.8 " 88.47 " 23.08 # 5.517# 8 9 0.000& 11.90 " 2.286$ 1.275& 3.418# 106.8 " 221.9 " 686.2 " 377.8 " 82.53 " 21.14 # 5.140# 9 10 0.000& 11.18 " 2.088& 1.325& 3.523# 88.19 " 198.9 " 926.5 " 357.2 " 78.98 " 19.80 # 4.815# 10 11 0.000& 10.32 " 1.802& 1.430& 3.466# 74.70 " 183.3 " 879.6 " 353.7 " 74.09 " 19.46 " 4.215# 11 12 0.000& 9.277" 1.530& 1.603& 3.248$ 68.41 " 171.5 " 767.7 " 331.5 " 69.85 " 19.03 " 4.214# 12 13 0.000& 8.408" 1.270& 1.903& 3.108$ 63.30 " 170.7 " 675.3 " 308.9 " 68.61 " 18.47 " 4.222# 13 14 0.000& 7.693# 1.074& 1.990& 2.973$ 59.31 " 188.5 " 646.6 " 290.4 " 112.0 " 17.42 " 3.790# 14 15 2.970& 7.201# 0.942& 2.238& 2.928$ 53.80 " 211.3 " 653.3 " 264.2 " 150.4 " 16.40 " 3.641# 15 16 76.30 # 6.391# 0.869& 2.657$ 2.687$ 49.54 " 211.9 " 604.8 " 239.3 " 124.9 " 14.68 " 3.240$ 16 17 141.5 " 5.752# 0.833& 2.539$ 2.505$ 46.47 " 202.4 " 571.8 " 217.5 " 93.81 " 13.51 " 2.552& 17 18 112.5 " 5.377# 0.861& 2.357$ 2.385$ 56.12 " 178.2 " 530.2 " 200.8 " 79.72 " 12.96 " 2.141& 18 19 75.50 " 5.131# 0.963& 2.353$ 2.357$ 75.30 " 159.3 " 483.2 " 190.2 " 78.98 " 11.98 " 2.033& 19 20 56.26 " 5.036# 0.987& 2.545$ 2.307$ 74.62 " 146.4 " 445.5 " 182.1 " 79.06 " 11.42 " 1.772& 20 21 43.32 " 4.779# 1.010& 2.782$ 2.211& 74.43 " 142.1 " 420.9 " 173.6 " 73.41 " 10.59 " 1.454& 21 22 35.03 # 4.548# 0.932& 4.681$ 2.192& 73.20 " 175.6 " 412.5 " 163.9 " 69.02 " 9.953" 1.026& 22 23 29.17 # 4.175# 0.783& 5.148# 2.250$ 65.41 " 212.9 " 382.8 " 154.3 " 64.56 " 9.227" 0.595& 23 24 25.27 # 3.747# 0.668& 6.504# 2.749$ 59.52 " 195.2 " 353.6 " 144.2 " 60.07 " 8.748" 0.404& 24 25 22.77 # 3.814# 0.562& 6.906# 15.52 # 55.11 " 176.1 " 327.8 " 135.9 " 57.24 " 8.635" 0.325& 25 26 21.05 # 9.815# 0.588& 5.764# 46.23 # 51.94 " 346.7 " 305.5 " 128.9 " 53.53 " 8.750" 0.219& 26 27 20.07 # 11.06 " 0.767& 5.017# 59.84 " 60.65 " 366.0 " 285.5 " 122.1 " 49.60 " 8.422" 0.133& 27 28 18.98 " 8.687# 0.885& 4.427# 55.21 " 81.64 " 329.6 " 369.0 " 113.7 " 45.50 " 8.150" 0.077& 28 29 17.58 " 1.114& 4.065# 42.62 " 85.85 " 271.7 " 633.0 " 106.0 " 41.70 " 7.604# 0.057& 29 30 16.08 " 1.536& 3.679# 31.68 # 72.18 " 235.6 " 919.1 " 103.6 " 38.36 " 7.077# 0.003& 30 31 14.94 " 1.608& 23.62 # 217.7 " 841.9 " 35.83 " 0.000& 31 Mean 23.52 & 8.976# 1.900& 2.761& 11.10 & 59.99 # 239.3 " 608.0 # 284.2 " 78.24 " 16.97 # 3.012& Median 14.94 & 8.982# 1.114& 2.296& 3.144& 61.97 # 211.3 " 633.0 # 251.8 " 78.98 " 15.54 # 3.240& Maximum 141.5 & 14.46 # 7.063& 6.906& 59.84 & 117.8 # 514.5 "1046 # 692.7 " 150.4 " 33.95 # 6.588& Minimum 0.000& 3.747# 0.562& 1.059& 2.192& 16.31 # 64.69 " 274.6 # 103.6 " 35.83 " 7.077# 0.000& Total 729.2 & 251.3 # 58.90& 82.83& 344.2 & 1800 # 7419 "18848 # 8526 " 2425 " 509.1 # 93.37& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 112.6 & " ... Relative Uncertainty +/-10% Ann. Median 18.27 & # ... Relative Uncertainty +/-15% Annual Total 41088 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 1046 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 1.459& 2.845$ 173.7 " 73.82 " 144.4 " 20.50 # 12.54 " 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 1.371& 2.646$ 150.7 " 70.58 " 169.6 " 19.49 # 15.82 " 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 1.467& 2.500$ 131.4 " 68.31 " 135.2 " 18.58 " 14.76 " 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 1.681& 2.394$ 144.3 " 68.09 " 109.1 " 18.45 " 13.57 " 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 1.884& 2.234& 325.4 " 75.83 " 89.50 " 20.44 # 12.20 " 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 2.560& 2.027& 370.0 " 107.5 " 77.21 " 22.96 # 11.03 " 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 3.104$ 4.529& 300.3 " 114.8 " 69.28 " 22.37 # 9.470" 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 3.386# 15.47 # 221.8 " 96.83 " 63.90 " 19.93 # 7.841# 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 3.566# 39.77 # 182.1 " 83.74 " 60.11 " 18.30 " 6.458# 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 3.192$ 62.74 " 165.9 " 76.04 " 56.40 " 16.68 " 5.444# 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 2.930$ 85.01 " 155.5 " 71.01 " 52.19 " 15.71 " 4.623# 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 2.770$ 90.37 " 144.9 " 66.77 " 49.19 " 16.00 " 3.667# 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 2.689$ 68.94 " 134.5 " 64.53 " 46.39 " 15.78 " 2.971$ 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 2.544$ 54.34 " 125.1 " 66.41 " 43.78 " 16.23 " 2.329& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 2.466$ 45.96 " 116.6 " 72.21 " 41.54 " 15.04 " 1.773& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 2.548$ 41.70 " 109.2 " 75.23 " 39.88 " 13.81 " 1.355& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 2.828$ 36.19 # 103.5 " 91.74 " 38.41 " 13.05 " 1.062& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 2.812$ 30.47 # 99.19 " 94.39 " 37.08 " 12.22 " 0.814& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 3.147$ 26.63 # 102.1 " 78.58 " 43.52 " 11.16 " 0.634& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 3.698# 24.01 # 143.5 " 69.18 " 47.75 " 10.20 " 0.452& 0.000& 20 21 0.000& 0.000& 0.000& 0.197& 3.918# 22.14 # 161.3 " 62.71 " 44.14 " 9.535" 0.383& 0.000& 21 22 0.000& 0.000& 0.000& 5.034# 3.939# 21.59 # 155.4 " 59.19 " 40.70 " 8.903" 0.246& 0.000& 22 23 0.000& 0.000& 0.000& 4.602# 4.131# 77.99 # 139.4 " 103.3 " 36.99 " 8.552" 0.191& 0.000& 23 24 0.000& 0.000& 0.000& 3.937# 4.486# 136.2 " 119.0 " 98.65 " 33.24 # 8.289" 0.134& 0.000& 24 25 0.000& 0.000& 0.000& 3.346$ 4.306# 98.67 " 107.0 " 81.19 " 28.98 # 7.763# 0.080& 0.000& 25 26 0.000& 0.000& 0.000& 2.779$ 4.194# 78.23 " 99.03 " 68.81 " 26.70 # 7.659# 0.018& 0.000& 26 27 0.000& 0.000& 0.000& 2.267& 3.996# 150.3 " 94.42 " 61.07 " 25.40 # 7.154# 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 1.811& 3.752# 274.2 " 89.80 " 55.91 " 24.43 # 6.382# 0.000& 0.000& 28 29 0.000& 0.000& 1.580& 3.560# 273.4 " 84.90 " 52.83 " 23.21 # 5.881# 0.000& 0.000& 29 30 0.000& 0.000& 1.511& 3.289$ 216.1 " 80.90 " 80.97 " 21.69 # 6.061# 0.000& 0.000& 30 31 0.000& 0.000& 3.043$ 77.67 " 129.1 " 8.887# 0.000& 31 Mean 0.000& 0.000& 0.000& 0.902& 3.055& 66.32 & 148.7 " 78.69 " 57.33 # 13.61 # 4.329& 0.000& Median 0.000& 0.000& 0.000& 0.000& 3.104& 40.73 & 134.5 " 73.82 " 43.96 # 13.81 # 1.564& 0.000& Maximum 0.000& 0.000& 0.000& 5.034& 4.486& 274.2 & 370.0 " 129.1 " 169.6 # 22.96 # 15.82 & 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 1.371& 2.027& 77.67 " 52.83 " 21.69 # 5.881# 0.000& 0.000& Total 0.000& 0.000& 0.000& 27.06 & 94.71 &1990 &4609 "2439 "1720 # 422.0 # 129.9 & 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 31.32 & " ... Relative Uncertainty +/-10% Ann. Median 2.845& # ... Relative Uncertainty +/-15% Annual Total 11431 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 370.0 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 15.70 " 55.10 " 16.51 " 37.28 # 14.19 " 0.042& 0.004& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 13.37 " 45.95 " 15.74 " 40.06 " 13.62 " 0.117& 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 10.82 " 35.32 # 17.25 # 45.80 " 13.49 " 1.066& 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 8.938" 26.89 # 34.90 # 43.03 " 12.53 " 3.659$ 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 7.557# 21.86 # 56.27 " 38.23 " 11.68 " 3.266$ 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 6.537# 19.41 # 43.55 " 34.58 # 10.52 " 2.635$ 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 5.865# 17.96 " 32.71 # 38.46 " 9.585" 1.920& 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 5.402# 18.19 " 25.15 # 41.41 " 9.097" 1.365& 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 4.982# 18.42 " 29.18 # 41.20 " 8.715" 2.031& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 4.810# 19.12 " 65.49 " 36.76 # 7.883# 4.278$ 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 5.169# 18.56 " 114.5 " 31.09 # 7.200# 4.895# 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 6.259# 17.50 " 108.7 " 26.68 # 6.601# 6.885# 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 7.699# 16.55 " 79.63 " 23.36 # 6.099# 6.103# 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 13.21 " 18.89 # 62.75 " 21.02 # 5.504# 7.668# 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 11.86 " 22.25 # 53.87 " 19.41 # 5.025# 10.12 " 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 9.742" 33.14 # 64.62 " 17.89 " 4.534# 14.42 " 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 8.621" 41.87 " 83.54 " 16.46 " 3.967# 13.25 " 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 10.98 " 41.52 " 89.05 " 15.16 " 3.371$ 11.14 " 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 16.72 " 42.24 " 78.51 " 15.61 " 2.978$ 9.306" 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 18.79 " 35.21 # 68.04 " 18.94 # 2.568$ 7.561# 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 17.62 " 29.28 # 59.81 " 23.24 # 2.160& 6.056# 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 15.12 " 24.67 # 54.45 " 25.67 # 1.811& 4.725# 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 13.12 " 21.87 # 51.28 " 23.76 # 1.479& 3.561$ 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 11.49 " 19.89 # 48.37 " 20.61 # 1.089& 2.500& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 2.495& 10.58 " 18.86 " 45.52 " 17.87 " 0.755& 1.714& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 5.223# 10.33 " 18.56 " 42.37 " 16.29 " 0.414& 1.125& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 10.59 " 10.29 " 18.46 " 39.86 " 15.71 " 0.254& 0.599& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 10.52 " 12.48 # 19.33 " 37.84 " 14.94 " 0.158& 0.270& 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 11.08 " 23.43 # 18.94 " 35.97 # 14.87 " 0.063& 0.144& 0.000& 29 30 0.000& 0.000& 0.000& 11.80 " 49.61 # 18.57 " 33.28 # 14.57 " 0.009& 0.048& 0.000& 30 31 0.000& 0.000& 14.90 " 17.49 " 31.36 # 0.000& 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 2.149& 12.24 # 25.54 # 52.26 # 26.33 # 5.398& 4.416& 0.000& Median 0.000& 0.000& 0.000& 0.000& 0.000& 10.70 # 19.41 # 48.37 # 23.30 # 4.534& 3.413& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 14.90 & 49.61 # 55.10 # 114.5 # 45.80 # 14.19 & 14.42 & 0.004& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 4.810# 16.55 # 15.74 # 14.57 # 0.000& 0.042& 0.000& Total 0.000& 0.000& 0.000& 0.000& 66.61 & 367.1 # 791.9 #1620 # 789.9 # 167.3 & 132.5 & 0.004& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 10.75 & " ... Relative Uncertainty +/-10% Ann. Median 0.151& # ... Relative Uncertainty +/-15% Annual Total 3935 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 114.5 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 125.7 & 4.955# 2.262& 59.56 " 57.98 " 749.4 " 227.8 " 75.15 " 56.96 " 6.777# 1 2 0.000& 0.000& 103.1 # 4.465# 1.773& 46.42 " 52.43 " 771.8 " 259.0 " 87.47 " 50.03 " 6.333# 2 3 0.000& 0.000& 73.84 # 4.081# 1.654& 33.59 # 47.51 " 686.8 " 276.8 " 110.4 " 45.12 " 5.627# 3 4 0.000& 0.000& 513.9 # 3.787# 2.353& 25.31 # 53.63 " 583.0 " 251.4 " 108.5 " 41.33 " 4.937# 4 5 0.000& 0.000& 523.9 " 3.595# 7.732$ 21.07 # 123.4 " 507.8 " 218.9 " 93.25 " 37.47 " 4.312# 5 6 0.000& 0.000& 212.8 " 3.335$ 18.09 # 19.03 " 153.0 " 456.3 " 191.4 " 81.08 " 34.17 # 3.733# 6 7 0.000& 0.000& 99.16 " 3.293# 21.83 # 17.78 " 276.5 " 427.2 " 171.5 " 72.93 " 31.23 # 3.104$ 7 8 0.000& 0.000& 60.91 " 3.305$ 18.62 " 16.62 " 230.1 " 544.0 " 156.6 " 67.43 " 28.12 # 2.345& 8 9 0.000& 0.000& 43.74 " 2.996$ 19.22 " 16.04 " 218.7 " 631.7 " 149.3 " 62.70 " 32.18 # 1.770& 9 10 0.000& 0.000& 33.27 # 2.614$ 16.89 " 18.56 # 369.5 " 853.2 # 147.3 " 58.73 " 72.70 " 1.440& 10 11 0.000& 0.000& 26.80 # 2.365$ 13.93 " 27.42 # 346.5 "1058 # 151.1 " 56.44 " 80.19 " 1.277& 11 12 0.000& 0.000& 23.54 # 3.623$ 11.49 " 41.07 # 364.0 " 857.3 " 148.1 " 55.46 " 66.40 " 1.208& 12 13 0.000& 0.000& 20.82 # 4.031# 10.39 " 40.10 " 531.0 " 724.1 " 136.7 " 54.61 " 50.60 " 1.079& 13 14 0.000& 0.000& 19.23 # 3.871# 8.170# 41.23 " 656.8 " 630.1 " 125.9 " 52.10 " 38.16 # 0.907& 14 15 0.000& 0.000& 17.59 " 4.828# 7.163# 37.35 " 764.0 " 565.0 " 118.2 " 48.99 " 30.20 # 0.776& 15 16 0.000& 0.000& 16.84 " 4.391# 6.692# 35.72 # 738.6 " 518.2 " 283.0 " 45.76 " 25.38 # 0.742& 16 17 0.000& 0.000& 16.47 " 3.839# 6.162# 32.29 # 601.2 " 482.4 " 314.7 " 42.62 " 22.33 # 0.870& 17 18 0.000& 0.000& 15.42 " 3.459# 5.802# 29.02 # 511.4 " 453.6 " 224.4 " 39.78 " 20.30 # 1.084& 18 19 0.000& 0.000& 14.61 " 3.169$ 5.669# 25.78 # 523.5 " 437.3 " 177.3 " 49.58 " 19.27 " 1.323& 19 20 0.000& 0.000& 13.27 " 2.940$ 5.462# 27.89 # 520.0 " 468.7 " 146.4 " 129.6 " 18.34 " 1.459& 20 21 0.000& 0.000& 12.17 " 2.598$ 5.253# 48.95 " 680.9 " 477.5 " 124.5 " 145.9 " 17.03 " 1.598& 21 22 0.000& 0.000& 11.08 " 2.370$ 6.590# 71.79 " 737.8 " 433.4 " 109.6 " 114.0 " 17.59 " 1.693& 22 23 0.000& 0.000& 10.07 " 2.128& 8.883# 66.94 " 542.6 " 386.5 " 98.21 " 85.67 " 17.18 " 1.666& 23 24 0.000& 0.000& 9.029" 1.935& 20.00 # 56.50 " 465.7 " 345.4 " 90.76 " 68.87 " 16.61 " 1.344& 24 25 0.000& 0.000& 8.199" 1.789& 18.58 " 48.10 " 410.6 " 315.2 " 84.58 " 60.43 " 14.92 " 1.060& 25 26 0.000& 0.000& 7.525# 1.610& 17.10 " 42.07 " 376.7 " 291.3 " 82.36 " 58.54 " 12.73 " 0.691& 26 27 0.000& 0.000& 7.103# 1.433& 14.43 " 38.80 " 465.9 " 277.9 " 86.17 " 92.29 " 10.98 " 0.405& 27 28 0.000& 0.000& 6.672# 1.349& 14.19 # 41.79 " 487.7 " 264.0 " 85.59 " 117.3 " 9.329" 0.030& 28 29 0.000& 6.146# 1.328& 40.68 # 50.67 " 485.6 " 251.5 " 81.61 " 100.3 " 8.057# 0.000& 29 30 0.000& 6.072# 1.909& 48.30 " 58.97 " 613.3 " 240.8 " 76.89 " 80.84 " 7.286# 0.000& 30 31 0.000& 5.444# 61.45 " 739.6 " 230.9 " 66.45 " 0.000& 31 Mean 0.000& 0.000& 66.59 & 3.046& 14.41 & 37.88 # 424.1 " 513.5 # 159.9 " 76.87 " 31.07 # 1.922& Median 0.000& 0.000& 16.84 & 3.231& 10.39 & 38.07 # 465.9 " 477.5 # 147.7 " 68.87 " 26.75 # 1.323& Maximum 0.000& 0.000& 523.9 & 4.955& 61.45 & 71.79 # 764.0 "1058 # 314.7 " 145.9 " 80.19 # 6.777& Minimum 0.000& 0.000& 5.444& 1.328& 1.654& 16.04 # 47.51 " 230.9 # 76.89 " 39.78 " 7.286# 0.000& Total 0.00& 0.00& 2064 & 91.39& 446.8 & 1136 #13146 "15920 # 4796 " 2383 " 932.2 # 59.59& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 112.3 & " ... Relative Uncertainty +/-10% Ann. Median 20.30 & # ... Relative Uncertainty +/-15% Annual Total 40976 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 1058 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah 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& 1.314& 9.538" 44.03 " 133.2 " 354.7 " 98.19 " 30.23 # 7.603# 1 2 0.000& 0.000& 0.000& 0.000& 3.930# 9.113" 42.57 " 232.3 " 325.0 " 92.27 " 27.87 # 6.848# 2 3 0.000& 0.000& 0.000& 0.000& 3.752# 8.885" 41.34 " 338.6 " 310.3 " 86.84 " 25.74 # 6.275# 3 4 0.000& 0.000& 0.000& 0.000& 3.276$ 8.572" 40.10 " 466.4 " 327.1 " 83.38 " 23.68 # 5.602# 4 5 0.000& 0.000& 0.000& 0.000& 2.755$ 8.360" 38.87 " 514.4 " 364.4 " 81.98 " 21.27 # 4.821# 5 6 0.000& 0.000& 0.000& 0.000& 2.276& 8.238" 38.87 " 447.9 " 445.5 " 81.06 " 20.12 # 4.176# 6 7 0.000& 0.000& 0.000& 0.000& 1.964& 7.960" 39.94 " 396.1 " 448.5 " 80.67 " 19.47 # 3.600# 7 8 0.000& 0.000& 0.000& 0.000& 1.773& 7.695# 40.50 " 385.5 " 390.5 " 77.49 " 19.01 " 3.046$ 8 9 0.000& 0.000& 0.000& 0.000& 1.627& 8.191# 40.92 " 507.4 " 342.6 " 73.43 " 19.78 # 2.735$ 9 10 0.000& 0.000& 0.000& 0.000& 1.526& 12.07 " 53.87 " 600.7 " 297.3 " 71.10 " 22.73 # 2.443& 10 11 0.000& 0.000& 0.000& 0.000& 1.497& 27.78 # 69.16 " 539.6 " 263.6 " 69.05 " 21.07 # 1.971& 11 12 0.000& 0.000& 0.000& 0.000& 2.619& 50.81 " 64.59 " 455.5 " 239.0 " 66.94 " 19.47 # 1.623& 12 13 0.000& 0.000& 0.000& 0.000& 5.085# 60.32 " 55.59 " 403.2 " 290.1 " 63.02 " 18.44 " 1.445& 13 14 0.000& 0.000& 0.000& 0.000& 7.613# 52.03 " 51.15 " 406.9 " 342.6 " 60.01 " 17.00 " 1.325& 14 15 0.000& 0.000& 0.000& 0.000& 9.190" 44.89 " 54.02 " 374.2 " 290.1 " 57.57 " 15.58 " 1.128& 15 16 0.000& 0.000& 0.000& 0.000& 8.269" 37.27 # 78.48 " 827.0 " 257.4 " 54.81 " 14.16 " 0.787& 16 17 0.000& 0.000& 0.000& 0.000& 7.407# 34.68 # 91.19 "1055 # 228.8 " 52.66 " 13.38 " 0.598& 17 18 0.000& 0.000& 0.000& 0.000& 7.622# 52.55 " 78.62 "1400 # 206.8 " 50.67 " 18.30 # 0.436& 18 19 0.000& 0.000& 0.000& 0.000& 8.563" 99.43 " 72.23 "1135 # 206.6 " 48.43 " 28.14 # 0.261& 19 20 0.000& 0.000& 0.000& 0.000& 11.59 " 111.3 " 65.40 " 886.9 " 211.4 " 45.75 " 33.53 # 0.153& 20 21 0.000& 0.000& 0.000& 0.000& 12.70 " 94.50 " 66.45 " 757.3 " 210.0 " 43.35 " 27.72 # 0.058& 21 22 0.000& 0.000& 0.000& 0.000& 11.30 " 77.83 " 82.02 " 699.3 " 197.1 " 42.03 " 23.53 # 0.006& 22 23 0.000& 0.000& 0.000& 0.000& 12.23 " 68.50 " 102.3 " 664.1 " 177.5 " 43.90 " 21.41 # 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 17.51 # 62.65 " 165.3 " 632.5 " 162.4 " 54.72 " 19.08 " 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 28.13 # 58.53 " 186.2 " 595.2 " 151.3 " 65.14 " 17.76 " 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 24.61 # 55.32 " 157.4 " 553.4 " 141.6 " 62.01 " 15.83 " 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 18.83 # 52.51 " 129.2 " 521.4 " 133.0 " 54.08 " 13.98 " 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 15.62 " 50.19 " 110.4 " 503.6 " 125.7 " 45.99 " 12.23 " 0.000& 28 29 0.000& 0.000& 0.000& 13.25 " 48.14 " 108.5 " 470.8 " 117.1 " 39.30 " 10.65 " 0.000& 29 30 0.000& 0.000& 0.000& 11.40 " 45.99 " 108.9 " 427.2 " 106.7 " 35.82 # 8.781" 0.000& 30 31 0.000& 0.000& 10.27 " 105.8 " 387.9 " 32.51 # 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 8.693& 42.46 # 78.18 " 571.6 # 255.5 " 61.75 # 20.00 # 1.837& Median 0.000& 0.000& 0.000& 0.000& 7.622& 47.07 # 66.45 " 507.4 # 248.2 " 60.01 # 19.47 # 0.787& Maximum 0.000& 0.000& 0.000& 0.000& 28.13 & 111.3 # 186.2 "1400 # 448.5 " 98.19 # 33.53 # 7.603& Minimum 0.000& 0.000& 0.000& 0.000& 1.314& 7.695# 38.87 " 133.2 # 106.7 " 32.51 # 8.781# 0.000& Total 0.00& 0.00& 0.00& 0.00& 269.5 & 1274 # 2424 "17719 # 7665 " 1914 # 599.9 # 56.94& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 87.46 & " ... Relative Uncertainty +/-10% Ann. Median 11.30 & # ... Relative Uncertainty +/-15% Annual Total 31922 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 1400 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2023 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& 0.000& 0.000& 0.000& 13.60 # 41.74 " 65.27 " 26.15 # 14.68 " 0.143& 0.000& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 51.37 # 39.38 " 60.63 " 26.94 # 15.13 " 0.083& 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 44.28 " 38.64 " 58.37 " 37.80 # 14.30 " 0.021& 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 29.68 # 45.83 " 57.57 " 46.57 " 14.68 " 0.000& 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 35.48 # 62.51 " 54.74 " 59.41 " 13.94 " 0.000& 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 81.04 " 66.80 " 52.25 " 63.11 " 12.86 " 0.000& 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 128.6 " 61.60 " 50.66 " 57.24 " 11.63 " 0.000& 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 120.6 " 55.68 " 50.84 " 48.78 " 10.38 " 0.000& 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.001& 83.81 " 52.58 " 53.72 " 40.56 " 9.445" 0.000& 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 3.068& 65.29 " 49.46 " 59.10 " 34.93 # 8.475" 0.000& 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 3.361$ 62.30 " 46.85 " 60.80 " 31.30 # 7.431# 0.000& 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 2.804$ 57.50 " 44.08 " 62.63 " 28.49 # 6.636# 0.000& 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 3.207$ 50.93 " 43.92 " 61.39 " 38.92 # 5.895# 0.000& 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 3.642# 47.24 " 48.76 " 57.06 " 65.91 " 5.151# 0.000& 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 3.392# 47.31 " 57.04 " 56.01 " 90.20 " 4.413# 0.000& 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 3.791# 49.27 " 53.80 " 85.16 " 78.07 " 3.674# 0.000& 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 3.701# 47.27 " 47.99 " 78.22 " 62.75 " 2.939$ 0.000& 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 3.312$ 44.82 " 43.84 " 65.27 " 50.67 " 2.342& 0.000& 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 2.866$ 40.33 " 48.77 " 57.53 " 43.20 " 2.038& 0.000& 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 2.441$ 40.42 " 54.82 " 52.47 " 38.20 " 1.722& 0.000& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 2.141& 48.08 " 55.31 " 48.62 " 34.38 # 1.568& 0.000& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 2.010& 56.66 " 52.11 " 45.61 " 31.42 # 1.460& 0.000& 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 2.103& 54.95 " 48.45 " 43.06 " 27.93 # 1.296& 0.000& 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 2.684$ 56.78 " 44.27 " 40.77 " 25.26 # 1.057& 0.000& 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 3.268$ 61.86 " 40.96 " 38.68 " 23.16 # 0.761& 0.000& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 4.632# 65.15 " 52.63 " 36.56 " 21.00 # 0.566& 0.000& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 4.867# 60.13 " 89.23 " 34.87 # 19.33 # 0.421& 0.000& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 4.413# 53.61 " 103.5 " 32.89 # 18.06 " 0.345& 0.000& 0.000& 28 29 0.000& 0.000& 0.000& 4.136# 48.54 " 90.63 " 30.92 # 16.91 " 0.262& 0.000& 0.000& 29 30 0.000& 0.000& 0.000& 3.983# 44.55 " 78.46 " 28.57 # 15.66 " 0.198& 0.000& 0.000& 30 31 0.000& 0.000& 4.440# 71.98 " 26.92 # 0.154& 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 2.396& 56.38 # 55.86 " 51.84 # 40.08 # 5.673& 0.008& 0.000& Median 0.000& 0.000& 0.000& 0.000& 2.866& 51.15 # 52.11 " 53.72 # 36.36 # 3.674& 0.000& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 4.867& 128.6 # 103.5 " 85.16 # 90.20 # 15.13 & 0.143& 0.000& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 13.60 # 38.64 " 26.92 # 15.66 # 0.154& 0.000& 0.000& Total 0.000& 0.000& 0.000& 0.000& 74.26 &1691 #1732 "1607 #1202 # 175.9 & 0.247& 0.000& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 17.76 & " ... Relative Uncertainty +/-10% Ann. Median 0.000& # ... Relative Uncertainty +/-15% Annual Total 6483 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 128.6 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2024 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& 35.83 # 297.8 " 167.0 " 47.41 " 7.554# 0.028& 1 2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 29.43 # 310.3 " 154.4 " 50.04 " 6.725# 0.000& 2 3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 24.76 # 316.7 " 141.6 " 68.40 " 6.135# 0.000& 3 4 0.000& 0.000& 0.000& 0.000& 0.000& 7.322& 21.58 # 259.0 " 134.8 " 85.48 " 5.552# 0.000& 4 5 0.000& 0.000& 0.000& 0.000& 0.000& 12.36 " 19.48 # 213.0 " 161.2 " 82.91 " 5.375# 0.000& 5 6 0.000& 0.000& 0.000& 0.000& 0.000& 13.26 " 18.14 " 189.5 " 185.7 " 72.57 " 5.234# 0.000& 6 7 0.000& 0.000& 0.000& 0.000& 0.000& 19.41 # 18.95 " 197.3 " 179.4 " 60.81 " 4.932# 0.000& 7 8 0.000& 0.000& 0.000& 0.000& 0.000& 37.97 # 20.88 # 265.8 " 158.8 " 51.92 " 5.301# 0.000& 8 9 0.000& 0.000& 0.000& 0.000& 0.000& 42.54 " 26.82 # 257.3 " 137.8 " 45.53 " 5.646# 0.000& 9 10 0.000& 0.000& 0.000& 0.000& 0.000& 42.45 " 33.91 # 221.2 " 124.4 " 40.17 " 6.307# 0.000& 10 11 0.000& 0.000& 0.000& 0.000& 0.000& 40.26 " 41.65 " 188.0 " 113.3 " 35.52 # 7.162# 0.000& 11 12 0.000& 0.000& 0.000& 0.000& 0.000& 35.38 # 47.08 " 169.2 " 104.1 " 31.48 # 6.609# 0.000& 12 13 0.000& 0.000& 0.000& 0.000& 0.000& 29.55 # 42.13 " 160.7 " 96.03 " 28.09 # 6.130# 0.000& 13 14 0.000& 0.000& 0.000& 0.000& 0.000& 25.38 # 36.80 # 156.6 " 89.05 " 25.86 # 5.505# 0.000& 14 15 0.000& 0.000& 0.000& 0.000& 0.000& 22.14 # 32.35 # 161.0 " 82.17 " 24.17 # 4.853# 0.000& 15 16 0.000& 0.000& 0.000& 0.000& 0.000& 19.90 # 29.15 # 152.3 " 76.63 " 22.85 # 4.056# 0.000& 16 17 0.000& 0.000& 0.000& 0.000& 0.000& 18.62 " 26.61 # 145.4 " 72.72 " 22.31 # 3.129$ 0.000& 17 18 0.000& 0.000& 0.000& 0.000& 0.000& 17.53 " 50.47 # 190.4 " 69.23 " 21.36 # 2.458$ 0.000& 18 19 0.000& 0.000& 0.000& 0.000& 0.000& 16.51 " 127.0 " 257.0 " 65.53 " 20.62 # 2.361$ 0.000& 19 20 0.000& 0.000& 0.000& 0.000& 0.000& 15.65 " 123.5 " 230.7 " 62.42 " 20.11 # 2.363& 0.000& 20 21 0.000& 0.000& 0.000& 0.000& 0.000& 14.86 " 100.0 " 199.0 " 59.34 " 20.55 # 2.301& 0.000& 21 22 0.000& 0.000& 0.000& 0.000& 0.000& 14.36 " 83.10 " 181.8 " 56.84 " 20.30 # 2.873$ 0.000& 22 23 0.000& 0.000& 0.000& 0.000& 0.000& 13.78 " 79.00 " 183.1 " 54.60 " 19.83 # 3.152$ 0.000& 23 24 0.000& 0.000& 0.000& 0.000& 0.000& 13.42 " 116.5 " 244.7 " 52.41 " 18.38 " 2.893$ 0.000& 24 25 0.000& 0.000& 0.000& 0.000& 0.000& 13.38 " 135.6 " 259.6 " 49.73 " 16.95 " 2.207& 0.000& 25 26 0.000& 0.000& 0.000& 0.000& 0.000& 13.32 " 137.6 " 231.3 " 47.14 " 15.50 " 1.500& 0.000& 26 27 0.000& 0.000& 0.000& 0.000& 0.000& 14.98 " 133.3 " 203.8 " 47.81 " 13.89 " 0.974& 0.000& 27 28 0.000& 0.000& 0.000& 0.000& 0.000& 24.33 # 113.6 " 185.7 " 52.50 " 12.48 " 0.566& 0.000& 28 29 0.000& 0.000& 0.000& 0.000& 0.000& 42.98 # 107.6 " 181.3 " 54.65 " 11.16 " 0.251& 0.000& 29 30 0.000& 0.000& 0.000& 0.000& 44.72 " 154.9 " 182.6 " 51.34 " 9.785" 0.108& 0.000& 30 31 0.000& 0.000& 0.000& 191.0 " 174.9 " 8.580" 0.000& 31 Mean 0.000& 0.000& 0.000& 0.000& 0.000& 20.88 & 69.63 # 211.8 " 96.76 " 33.07 # 4.007& 0.001& Median 0.000& 0.000& 0.000& 0.000& 0.000& 17.02 & 42.13 # 197.3 " 79.40 " 22.85 # 4.455& 0.000& Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 44.72 & 191.0 # 316.7 " 185.7 " 85.48 # 7.554& 0.028& Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 18.14 # 145.4 " 47.14 " 8.580# 0.108& 0.000& Total 0.000& 0.000& 0.000& 0.000& 0.000& 626.4 &2159 #6567 "2903 "1025 # 120.2 & 0.028& Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 36.61 & " ... Relative Uncertainty +/-10% Ann. Median 0.000& # ... Relative Uncertainty +/-15% Annual Total 13400 & $ ... Relative Uncertainty +/-20% & ... Relative Uncertainty +/-30% Maximum Minimum Daily 316.7 & 0.000& Department of Water and Environmental Regulation HYDAY V145 Output 18/02/2025 Site 616006 Brockman River - Tanamerah Year 2025 VarFrom 10.00 Stage - SL in Metres Table Type Total VarTo 151.00 Stream Discharge Volume in Megalitres Figures are for period ending 24:00 Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day 1 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1 2 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2 3 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3 4 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4 5 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5 6 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6 7 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7 8 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8 9 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9 10 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10 11 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11 12 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12 13 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13 14 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14 15 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15 16 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16 17 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17 18 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18 19 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19 20 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20 21 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21 22 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22 23 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23 24 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24 25 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25 26 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26 27 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27 28 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28 29 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29 30 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30 31 0.000& [ ] [ ] [ ] [ ] [ ] [ ] 31 Mean 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Median 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Maximum 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Minimum 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Total 0.000& 0.000& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Missing Days 0 12 31 30 31 30 31 31 30 31 30 31 Summaries ------------------ Notes ------------------- --------- All recorded data is continuous and reliable except where the following tags are used... Annual Mean 0.000& & ... Relative Uncertainty +/-30% Ann. Median 0.000& [ ... Not Available Annual Total 0.000& Missing Days 318 Maximum Minimum Daily 0.000& 0.000&