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Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1962
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 [ ] [ ] [ ] [ ] [ ] 576.5 " 272.9 " 357.8 " 151.7 " 89.67 " 3.871" 0.120B 1
2 [ ] [ ] [ ] [ ] [ ] 329.5 " 218.1 " 284.7 " 148.5 " 140.5 " 4.009" 0.078B 2
3 [ ] [ ] [ ] [ ] [ ] 246.8 " 173.0 " 234.8 " 262.8 " 210.6 " 3.458" 0.017B 3
4 [ ] [ ] [ ] [ ] [ ] 214.0 " 147.4 " 432.3 " 465.3 " 262.7 " 3.515" 0.006B 4
5 [ ] [ ] [ ] [ ] [ ] 218.5 " 127.1 " 580.1 " 305.1 " 186.2 " 3.109" 0.007B 5
6 [ ] [ ] [ ] [ ] [ ] 187.7 " 110.2 " 364.6 " 212.0 " 122.9 " 2.867" 0.001B 6
7 [ ] [ ] [ ] [ ] [ ] 151.9 " 111.9 " 274.3 " 182.0 " 88.38 " 2.026B 0.003B 7
8 [ ] [ ] [ ] [ ] [ ] 128.9 " 163.3 " 219.0 " 148.5 " 63.54 " 2.058" 0.001B 8
9 [ ] [ ] [ ] [ ] [ ] 105.3 " 129.9 " 194.4 " 133.2 " 45.89 " 20.50 " 0.000B 9
10 [ ] [ ] [ ] [ ] [ ] 115.9 " 263.9 " 179.9 " 138.3 " 32.19 " 34.40 " 0.001B 10
11 [ ] [ ] [ ] [ ] [ ] [ ] 298.3 " 351.4 " 118.2 " 31.44 " 13.86 " 0.005B 11
12 [ ] [ ] [ ] [ ] [ ] [ ] 181.9 " 344.1 " 96.56 " 23.92 " 7.256" 0.004B 12
13 [ ] [ ] [ ] [ ] [ ] [ ] 137.7 " 223.2 " 98.98 " 19.30 " 5.830" 0.005B 13
14 [ ] [ ] [ ] [ ] [ ] 157.9 " 115.4 " 223.9 " 117.4 " 16.41 " 4.924" 0.006B 14
15 [ ] [ ] [ ] [ ] [ ] 115.1 " 129.1 " 209.2 " 91.31 " 15.30 " 4.528" 0.024B 15
16 [ ] [ ] [ ] [ ] [ ] 90.09 " 172.9 " 179.6 " 81.07 " 14.34 " 4.846" 0.088B 16
17 [ ] [ ] [ ] [ ] [ ] 76.94 " 237.6 " 183.9 " 72.97 " 12.62 " 5.406" 0.191B 17
18 [ ] [ ] [ ] [ ] 0.254B 149.3 " 180.2 " 138.0 " 65.91 " 14.40 " 5.491" 0.198B 18
19 [ ] [ ] [ ] [ ] 0.279B 209.7 " 511.2 " 116.6 " 52.23 " 14.76 " 4.323" [ ] 19
20 [ ] [ ] [ ] [ ] 0.510B 125.0 " 582.7 " 105.4 " 37.13 " 24.29 " 3.944" [ ] 20
21 [ ] [ ] [ ] [ ] 0.417B 98.55 " 429.9 " 93.59 " 36.65 " 21.07 " 3.211" [ ] 21
22 [ ] [ ] [ ] [ ] 0.410B 377.9 "1122 " 110.0 " 37.61 " 15.33 " 2.262" [ ] 22
23 [ ] [ ] [ ] [ ] 0.002B 718.3 "1136 " 124.4 " 32.27 " 12.70 " 1.828" [ ] 23
24 [ ] [ ] [ ] [ ] 0.013B 396.9 " 637.4 " 98.40 " 29.57 " 10.20 " 1.274B [ ] 24
25 [ ] [ ] [ ] [ ] 4.186B 246.3 " 498.7 " 90.98 " 30.11 " 8.474" 1.050B [ ] 25
26 [ ] [ ] [ ] [ ] 24.23 " 190.5 " 410.0 " 102.8 " 35.81 " 8.067" 0.650B [ ] 26
27 [ ] [ ] [ ] [ ] 36.33 " 241.6 " 340.8 " 367.7 " 36.13 " 7.517" 0.324B [ ] 27
28 [ ] [ ] [ ] [ ] [ ] 798.3 " 282.9 " 394.6 " 29.67 " 6.004" 0.242B [ ] 28
29 [ ] [ ] [ ] [ ] 645.4 " 322.2 " 271.7 " 26.06 " 4.756" 0.235B [ ] 29
30 [ ] [ ] [ ] [ ] 367.8 " 743.3 " 219.2 " 21.33 " 5.199" 0.155B [ ] 30
31 [ ] [ ] 773.7 " 524.7 " 180.7 " 3.916" [ ] 31
Mean [ ] [ ] [ ] [ ] 76.39 B 269.7 " 345.6 " 233.9 " 109.8 " 49.44 " 5.049B 0.042B
Median [ ] [ ] [ ] [ ] 0.417B 209.7 " 263.9 " 219.0 " 86.19 " 16.41 " 3.487B 0.006B
Maximum [ ] [ ] [ ] [ ] 773.7 B 798.3 "1136 " 580.1 " 465.3 " 262.7 " 34.40 B 0.198B
Minimum [ ] [ ] [ ] [ ] 0.002B 76.94 " 110.2 " 90.98 " 21.33 " 3.916" 0.155B 0.000B
Total [ ] [ ] [ ] [ ] 840.3 B 7281 "10712 " 7251 " 3294 " 1533 " 151.5 B 0.75B
Missing Days 31 28 31 30 20 3 0 0 0 0 0 13
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 148.6 B " ... Relative Uncertainty +/-10%
Ann. Median 96.56 B B ... Outside measured range
Annual Total 31064 B [ ... Not Available
Missing Days 156
Maximum Minimum
Daily 1136 B 0.000B
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1963
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 [ ] [ ] [ ] [ ] 0.000B 530.3 " 533.8 " 332.3 " 589.1 " 111.3 " 62.57 " 1.032B 1
2 [ ] [ ] [ ] [ ] 0.000B 536.0 "1029 " 301.3 " 545.9 " 99.45 " 38.52 " 0.940B 2
3 [ ] [ ] [ ] [ ] 0.001B 450.6 "1313 " 407.2 " 549.7 " 89.41 " 20.62 " 0.853B 3
4 [ ] [ ] [ ] [ ] 0.000B 229.3 "1125 " 492.1 " 496.7 " 80.62 " 14.70 " 0.771B 4
5 [ ] [ ] [ ] [ ] 0.000B 393.9 "3464 " 352.0 " 507.0 " 78.38 " 12.53 " 0.694B 5
6 [ ] [ ] [ ] [ ] 0.000B 833.8 "1487 " 319.9 " 452.4 " 73.68 " 11.15 " 0.608B 6
7 [ ] [ ] [ ] [ ] 2.529B 608.0 " 905.1 " 276.7 " 368.1 " 54.06 " 10.07 " 0.497B 7
8 [ ] [ ] [ ] [ ] 1.299B 696.6 " 737.6 " 227.1 " 322.8 " 37.85 " 8.671" 0.383B 8
9 [ ] [ ] [ ] [ ] 2.705"1110 " 678.4 " 190.7 " 301.4 " 33.61 " 7.585" 0.287B 9
10 [ ] [ ] [ ] [ ] 2.409" 630.8 " 790.9 " 171.8 " 379.1 " 32.63 " 6.608" 0.207B 10
11 [ ] [ ] [ ] [ ] 2.427" 478.1 " 787.3 " 398.3 " 373.2 " 30.98 " 5.624" 0.142B 11
12 [ ] [ ] [ ] [ ] 2.539" 467.3 " 769.9 " 404.9 " 341.6 " 26.05 " 4.707B 0.091B 12
13 [ ] [ ] [ ] [ ] 2.395" 955.1 " 693.8 " 439.9 " 310.5 " 21.25 " 4.309B 0.053B 13
14 [ ] [ ] [ ] [ ] 1.906"1018 " 882.0 " 469.7 " 301.8 " 17.66 " 4.039B 0.027B 14
15 [ ] [ ] [ ] [ ] 1.687" 573.0 " 688.4 " 384.5 " 347.2 " 15.84 " 3.780B 0.011B 15
16 [ ] [ ] [ ] [ ] 1.565" 423.0 " 698.2 " 371.2 " 291.4 " 17.32 " 3.530B 0.003B 16
17 [ ] [ ] [ ] [ ] 1.433" 330.6 "1170 " 447.2 " 259.9 " 38.29 " 3.280B 0.000B 17
18 [ ] [ ] [ ] [ ] 1.624" 260.8 "1460 " 737.1 " 564.2 " 31.38 " 3.032B 0.000B 18
19 [ ] [ ] [ ] [ ] 1.836" 216.0 "1401 " 647.9 " 800.1 " 27.29 " 2.796B 0.000B 19
20 [ ] [ ] [ ] [ ] 1.808" 185.8 "1305 "1493 " 517.1 " 25.18 " 2.571B 0.000B 20
21 [ ] [ ] [ ] [ ] 1.988" 180.1 " 893.4 "1689 " 399.5 " 20.41 " 2.369B 0.000B 21
22 [ ] [ ] [ ] [ ] 4.171" 430.5 " 715.4 "2181 " 326.3 " 17.34 " 2.194B 0.000B 22
23 [ ] [ ] [ ] [ ] 12.38 " 297.9 " 675.5 "2978 " 269.7 " 15.36 " 2.031B 0.000B 23
24 [ ] [ ] [ ] [ ] 15.99 " 283.4 " 703.9 "2561 " 233.8 " 15.09 " 1.876B 0.000B 24
25 [ ] [ ] [ ] [ ] 177.5 " 471.8 " 659.0 "1261 " 218.6 " 14.34 " 1.728B 0.000B 25
26 [ ] [ ] [ ] [ ] 182.2 " 320.7 " 875.2 "1781 " 197.0 " 13.06 " 1.587B 0.000B 26
27 [ ] [ ] [ ] [ ] 75.12 " 504.9 " 664.5 "1053 " 170.8 " 12.20 " 1.456B 0.000B 27
28 [ ] [ ] [ ] [ ] 41.46 " 592.3 " 549.7 " 823.3 " 156.0 " 10.60 " 1.339B 0.000B 28
29 [ ] [ ] 0.001B 32.25 "1082 " 477.7 " 749.9 " 138.4 " 9.165" 1.232B 0.000B 29
30 [ ] [ ] 0.000B 48.61 " 675.6 " 421.7 " 674.6 " 124.5 " 8.798" 1.129B 0.000B 30
31 [ ] [ ] 399.4 " 376.0 " 617.8 " 34.22 " 0.000B 31
Mean [ ] [ ] [ ] 0.000B 32.88 B 525.5 " 933.3 " 814.0 " 361.8 " 35.90 " 8.254B 0.213B
Median [ ] [ ] [ ] 0.000B 2.395B 474.9 " 769.9 " 469.7 " 334.0 " 26.05 " 3.655B 0.003B
Maximum [ ] [ ] [ ] 0.001B 399.4 B1110 "3464 "2978 " 800.1 " 111.3 " 62.57 B 1.032B
Minimum [ ] [ ] [ ] 0.000B 0.000B 180.1 " 376.0 " 171.8 " 124.5 " 8.798" 1.129B 0.000B
Total [ ] [ ] [ ] 0.00B 1019 B15765 "28932 "25235 "10854 " 1113 " 247.6 B 6.60B
Missing Days 31 28 31 28 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 336.7 B " ... Relative Uncertainty +/-10%
Ann. Median 138.4 B B ... Outside measured range
Annual Total 83173 B [ ... Not Available
Missing Days 118
Maximum Minimum
Daily 3464 B 0.000B
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1964
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 0.000B 0.000B 0.000B 44.84 B 1.527" 0.941B 702.0 " 849.1 " 412.0 " 353.8 " 77.83 " 15.35 " 1
2 0.000B 0.000B 0.000B 60.35 " 1.527" 1.010B 489.1 " 907.3 " 506.8 " 297.6 " 68.95 " 13.58 " 2
3 0.000B 0.000B 0.000B 18.09 " 1.527" 1.091B 384.8 "1179 " 491.1 " 248.5 " 66.14 " 12.76 " 3
4 0.000B 0.000B 0.000B 6.968" 1.570" 1.254B 382.7 "4273 " 392.4 " 233.8 " 62.26 " 10.36 " 4
5 0.000B 0.000B 0.000B 4.947" 1.636" 1.952" 401.2 "1931 " 346.9 " 219.2 " 54.52 " 9.366" 5
6 0.000B 0.000B 0.000B 3.944" 1.636" 2.387" 301.3 "1237 " 310.4 " 203.7 " 47.02 " 8.535" 6
7 0.000B 0.000B 0.000B 3.078" 1.606" 2.387" 433.5 "1111 " 277.9 " 183.1 " 45.55 " 7.866" 7
8 0.000B 0.000B 0.000B 2.580" 1.618" 2.405"1311 " 904.4 " 255.0 " 205.3 " 38.05 " 7.400" 8
9 0.000B 0.000B 0.000B 2.402" 1.636" 35.41 "1347 " 798.9 " 232.3 " 372.0 " 28.80 " 6.749" 9
10 0.000B 0.000B 0.000B 2.243" 1.636" 18.56 "1047 " 724.3 " 214.4 " 266.5 " 26.27 " 6.462" 10
11 0.000B 0.000B 0.000B 2.055" 1.604" 50.05 "3506 " 696.1 " 198.8 " 269.8 " 26.11 " 6.462" 11
12 0.000B 0.000B 0.000B 2.501" 1.483" 127.0 "4299 "1781 " 188.7 " 290.6 " 22.09 " 6.634" 12
13 0.000B 0.000B 0.000B 2.909" 1.426" 173.1 "2618 "2394 " 184.6 " 229.0 " 20.16 " 6.568" 13
14 0.000B 0.000B 0.000B 2.778" 1.381" 103.1 "2793 "1327 " 415.4 " 203.4 " 19.17 " 6.244" 14
15 0.000B 0.000B 0.000B 2.473" 1.367" 73.08 "5021 " 909.6 " 609.0 " 219.3 " 19.16 " 5.895" 15
16 0.000B 0.000B 0.000B 2.248" 1.263" 326.6 "2164 " 808.5 " 381.5 " 206.2 " 17.85 " 5.498" 16
17 0.000B 0.000B 0.000B 2.116" 1.250" 850.1 "1873 " 742.5 " 279.3 " 168.6 " 15.90 " 5.346" 17
18 0.000B 0.000B 0.000B 1.764" 1.198" 807.6 "3137 " 676.8 " 243.2 " 141.7 " 15.23 " 7.339" 18
19 0.000B 0.000B 0.000B 1.382" 1.167B 455.4 "2066 " 622.0 " 341.7 " 131.4 " 14.44 " 27.25 " 19
20 0.000B 0.000B 0.000B 1.381" 1.101B 551.6 "1191 " 603.6 " 537.1 " 131.2 " 14.18 " 39.37 " 20
21 0.000B 0.000B 0.000B 1.381" 1.058B 775.6 "1143 " 578.5 " 590.6 " 128.7 " 14.18 " 24.42 " 21
22 0.000B 0.000B 0.000B 1.381" 1.126B 845.4 "2222 " 531.0 " 489.6 " 131.6 " 14.14 " 14.97 " 22
23 0.000B 0.000B 0.000B 1.337" 1.126B 909.7 "1882 " 495.6 " 347.9 " 119.4 " 13.34 " 12.50 " 23
24 0.000B 0.000B 0.000B 1.280" 1.028B1197 "1128 " 841.4 " 287.0 " 105.8 " 13.72 " 10.55 " 24
25 0.000B 0.000B 0.000B 1.253" 1.012B 993.5 "1166 "1431 " 249.4 " 100.9 " 14.81 " 10.27 " 25
26 0.000B 0.000B 0.000B 1.185" 0.923B 702.2 "2126 " 798.4 " 236.3 " 102.9 " 14.74 " 8.568" 26
27 0.000B 0.000B 0.000B 1.168" 0.837B 655.4 "1993 " 702.6 " 393.0 " 102.4 " 14.32 " 7.903" 27
28 0.000B 0.000B 0.000B 1.232" 0.889B 781.3 "1172 " 602.4 " 316.9 " 116.2 " 13.49 " 7.303" 28
29 0.000B 0.000B 0.000B 1.293" 0.940B 663.6 "1710 " 537.0 " 293.3 " 106.6 " 14.19 " 6.422" 29
30 0.000B 0.000B 1.441" 0.940B 600.4 "1370 " 485.5 " 413.9 " 97.94 " 15.60 " 5.200" 30
31 0.000B 0.000B 0.940B 995.3 " 438.8 " 89.80 " 4.341" 31
Mean 0.000B 0.000B 0.000B 6.133B 1.290B 390.3 B1690 "1030 " 347.9 " 186.3 " 28.07 " 10.56 "
Median 0.000B 0.000B 0.000B 2.179B 1.263B 249.8 B1347 " 798.9 " 329.3 " 183.1 " 18.51 " 7.866"
Maximum 0.000B 0.000B 0.000B 60.35 B 1.636B1197 B5021 "4273 " 609.0 " 372.0 " 77.83 " 39.37 "
Minimum 0.000B 0.000B 0.000B 1.168B 0.837B 0.941B 301.3 " 438.8 " 184.6 " 89.80 " 13.34 " 4.341"
Total 0.00B 0.00B 0.00B 184.0 B 39.98B11709 B52377 "31918 "10437 " 5777 " 842.2 " 327.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 310.4 B " ... Relative Uncertainty +/-10%
Ann. Median 13.42 B B ... Outside measured range
Annual Total 113611 B
Maximum Minimum
Daily 5021 B 0.000B
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1965
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 3.740" 0.008B 0.000B 0.000B 26.19 " 263.0 "1104 " 337.3 " 495.7 " 181.8 " 218.3 " 75.77 " 1
2 3.191" 0.008B 0.000B 0.000B 29.69 " 241.2 " 932.6 " 280.7 " 435.0 " 171.9 " 199.6 " 83.37 " 2
3 2.340" 0.008B 0.000B 0.000B 25.28 " 142.3 "1099 " 322.2 " 412.6 " 221.7 " 143.1 " 71.80 " 3
4 2.032" 0.008B 0.000B 0.000B 18.81 " 99.89 "1464 " 229.1 " 482.8 " 361.3 " 151.8 " 58.63 " 4
5 1.860" 0.008B 0.000B 0.000B 20.14 " 103.7 "1931 " 181.1 " 382.2 " 742.6 " 231.4 " 49.64 " 5
6 1.331B 0.008B 0.000B 0.000B 28.61 " 372.7 "2723 " 173.4 " 331.3 "2719 " 266.9 " 46.36 " 6
7 0.744B 0.008B 0.000B 0.000B 24.26 " 266.9 "2742 " 172.6 " 347.9 "1189 " 281.0 " 46.97 " 7
8 0.599B 0.008B 0.000B 0.000B 79.93 " 162.2 "2500 " 182.3 " 319.6 " 743.2 " 261.8 " 44.09 " 8
9 0.435B 0.007B 0.000B 0.000B 139.3 " 128.1 "1889 " 233.1 " 303.3 " 619.4 " 184.1 " 36.56 " 9
10 0.374B 0.001B 0.000B 0.000B 99.21 " 108.2 "1439 " 234.4 " 362.9 " 550.8 " 159.7 " 28.08 " 10
11 0.222B 0.000B 0.000B 0.000B 62.18 " 96.30 " 805.9 " 181.6 " 306.8 " 473.8 " 150.5 " 23.10 " 11
12 0.125B 0.000B 0.000B 0.000B 35.82 " 76.04 "1074 " 171.4 " 238.1 " 409.3 " 140.2 " 19.69 " 12
13 0.097B 0.000B 0.000B 6.293B 28.12 " 129.6 " 626.0 " 159.3 " 269.9 " 367.3 " 132.0 " 16.01 " 13
14 0.093B 0.000B 0.000B 15.67 " 24.78 " 138.1 " 483.3 " 145.5 " 502.0 " 325.3 " 125.8 " 14.39 " 14
15 0.093B 0.000B 0.000B 13.67 " 22.68 " 137.1 " 419.4 " 132.6 " 358.4 " 288.0 " 116.9 " 13.19 " 15
16 0.335B 0.000B 0.000B 11.34 " 20.42 " 130.4 " 371.2 " 135.6 " 265.0 " 255.1 " 105.9 " 14.67 " 16
17 1.334B 0.000B 0.000B 10.28 " 19.02 " 97.94 " 324.9 " 578.3 " 233.2 " 221.6 " 100.4 " 13.39 " 17
18 1.579B 0.000B 0.000B 9.503" 17.75 " 79.41 " 287.1 " 530.7 " 209.7 " 181.5 " 94.75 " 12.60 " 18
19 0.996B 0.000B 0.000B 9.207" 17.35 " 94.60 " 581.0 " 368.0 " 249.1 " 164.4 " 92.50 " 11.30 " 19
20 0.851B 0.000B 0.000B 8.565" 17.44 " 165.2 " 565.9 " 332.6 " 269.0 " 156.0 " 86.01 " 12.95 " 20
21 0.688B 0.000B 0.000B 10.42 " 17.86 " 117.1 " 389.3 " 667.0 " 215.4 " 218.9 " 78.52 " 14.84 " 21
22 0.557B 0.000B 0.000B 11.14 " 18.32 " 87.05 " 334.8 " 656.7 " 175.4 " 296.4 " 74.08 " 15.34 " 22
23 0.342B 0.000B 0.000B 11.34 " 42.86 " 77.85 " 274.6 "1034 " 157.6 " 210.2 " 79.14 " 13.94 " 23
24 0.244B 0.000B 0.000B 11.73 " 72.26 " 114.3 " 241.6 "1618 " 207.3 " 170.7 " 89.74 " 11.46 " 24
25 0.217B 0.000B 0.000B 11.60 " 46.97 " 132.0 " 227.2 " 866.5 " 358.2 " 158.5 " 81.21 " 9.444" 25
26 0.168B 0.000B 0.000B 10.25 " 36.14 " 105.3 " 223.8 " 943.2 " 508.9 " 154.1 " 80.31 " 12.03 " 26
27 0.116B 0.000B 0.000B 8.772" 82.53 " 507.8 " 194.5 " 714.4 " 331.4 " 151.4 " 79.22 " 13.60 " 27
28 0.052B 0.000B 0.000B 9.424" 84.10 " 846.4 " 176.3 " 608.4 " 250.1 " 142.9 " 77.08 " 16.15 " 28
29 0.027B 0.000B 12.74 " 118.3 "1545 " 173.2 " 571.0 " 209.1 " 131.0 " 73.86 " 14.62 " 29
30 0.011B 0.000B 13.42 " 145.8 "1468 " 179.2 " 675.4 " 189.4 " 124.0 " 73.76 " 13.68 " 30
31 0.008B 0.000B 117.6 " 311.5 " 600.7 " 126.4 " 13.48 " 31
Mean 0.800B 0.003B 0.000B 6.512B 49.67 " 267.8 " 841.6 " 452.8 " 312.6 " 394.4 " 134.3 " 27.13 "
Median 0.374B 0.000B 0.000B 8.989B 28.61 " 130.0 " 483.3 " 332.6 " 305.1 " 221.6 " 111.4 " 14.84 "
Maximum 3.740B 0.008B 0.000B 15.67 B 145.8 "1545 "2742 "1618 " 508.9 "2719 " 281.0 " 83.37 "
Minimum 0.008B 0.000B 0.000B 0.000B 17.35 " 76.04 " 173.2 " 132.6 " 157.6 " 124.0 " 73.76 " 9.444"
Total 24.80B 0.08B 0.00B 195.4 B 1540 " 8034 "26088 "14037 " 9377 "12227 " 4030 " 841.2 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 209.3 B " ... Relative Uncertainty +/-10%
Ann. Median 79.41 B B ... Outside measured range
Annual Total 76395 B
Maximum Minimum
Daily 2742 B 0.000B
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1966
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 13.04 " 2.929" 2.570" 2.868" 17.65 " 10.56 " 88.68 " 440.3 " 240.6 " 99.24 " 27.80 " 7.642" 1
2 12.78 " 2.566" 2.650" 3.144" 28.97 " 10.69 " 82.12 " 329.9 " 195.9 " 86.57 " 23.74 " 7.184" 2
3 262.4 " 2.228B 2.756" 3.316" 33.44 " 21.50 " 105.7 " 283.9 " 181.1 " 80.77 " 21.31 " 6.233" 3
4 119.6 " 0.687B 2.756" 4.553" 27.26 " 32.44 " 121.2 " 251.6 " 160.9 " 76.13 " 20.54 " 5.553" 4
5 68.01 " 0.109B 2.679" 6.207" 20.75 " 44.38 " 114.9 " 221.1 " 173.0 " 70.60 " 19.22 " 5.084" 5
6 40.97 " 0.007B 2.496" 6.475" 23.22 " 50.69 " 89.55 " 192.6 " 171.9 " 61.12 " 22.91 " 4.935" 6
7 28.54 " 0.005B 2.334" 6.702" 27.04 " 67.84 " 77.52 " 185.9 " 154.8 " 54.65 " 26.88 " 4.228" 7
8 22.93 " 0.000B 2.265" 6.564" 22.63 " 71.09 " 72.00 " 195.6 " 154.6 " 71.91 " 23.82 " 4.194" 8
9 18.92 " 0.000B 2.265" 5.952" 18.05 " 56.47 " 67.91 " 195.1 " 154.3 " 126.1 " 20.07 " 4.108" 9
10 15.52 " 0.000B 2.305" 5.759" 15.71 " 40.81 " 59.35 " [ ] 136.0 " 130.0 " 18.60 " 3.882" 10
11 13.37 " 0.522B 3.228" 6.257" 14.03 " 27.59 " 55.92 " [ ] 121.2 " 93.66 " 18.17 " 3.667" 11
12 12.11 " 4.978" 4.388" 11.49 " 13.48 " 92.66 " 52.50 " [ ] 149.3 " 75.31 " 16.33 " 3.636" 12
13 11.09 " 4.185" 5.411" 11.89 " 12.31 " 177.9 " 61.35 " [ ] 228.8 " 69.74 " 15.46 " 3.636" 13
14 10.26 " 2.842" 6.978" 11.07 " 10.82 " 124.0 " 301.9 " [ ] 326.3 " 75.60 " 13.22 " 3.636" 14
15 8.834" 6.173" 6.897" 8.317" 8.611" 79.41 " 304.3 " [ ] 273.2 " 67.64 " 11.93 " 3.581" 15
16 7.627" 5.545" 6.086" 7.164" 11.99 " 86.93 " 195.8 " [ ] 173.6 " 59.40 " 11.11 " 3.545" 16
17 6.992" 4.607" 5.504" 6.732" 16.79 " 286.7 " 256.3 " 103.2 " 144.0 " 55.57 " 10.36 " 3.011" 17
18 6.721" 3.944" 4.988" 6.254" 15.61 " 177.0 " 582.4 " 92.39 " 303.9 " 51.12 " 9.690" 2.903" 18
19 6.292" 3.489" 4.583" 13.27 " 13.72 " 110.8 " 670.9 " 85.44 " 513.0 " 48.07 " 9.121" 2.213B 19
20 5.738" 3.226" 4.057" 30.33 " 11.96 " 96.42 "1785 " 80.19 " 379.1 " 42.30 " 8.513" 1.032B 20
21 5.443" 3.090" 3.564" 29.24 " 10.54 " 142.9 "2196 " 78.55 " 255.7 " 38.38 " 7.924" 0.836B 21
22 5.203" 3.081" 3.052" 17.72 " 9.265" 152.6 " 892.2 " 74.37 " 216.6 " 44.58 " 8.271" 0.950B 22
23 4.844" 2.838" 2.864" 13.58 " 8.649" 102.3 " 921.9 " 68.02 " 180.8 " 90.13 " 9.131" 0.950B 23
24 5.214" 2.661" 2.634" 11.78 " 7.912" 115.5 " 692.8 " 88.90 " 163.2 " 112.9 " 9.493" 0.644B 24
25 5.443" 3.092" 2.466" 12.12 " 7.710" 173.0 " 528.2 " 155.6 " 162.1 " 81.66 " 9.141" 0.344B 25
26 6.068" 3.234" 2.291" 12.23 " 7.266" 126.6 " 443.9 " 190.0 " 151.2 " 62.48 " 8.211" 0.207B 26
27 6.425" 2.989" 2.038" 12.55 " 6.923" 100.3 " 374.5 " 414.1 " 152.6 " 51.06 " 7.982" 1.866B 27
28 6.273" 2.649" 1.863" 12.74 " 6.985" 86.70 " 325.9 " 670.2 " 142.3 " 44.06 " 7.900" 5.382" 28
29 5.585" 1.780" 12.74 " 9.156" 85.96 " 282.0 " 559.6 " 124.9 " 38.76 " 7.900" 8.491" 29
30 4.159" 1.622B 13.09 " 10.91 " 105.6 " 336.2 " 375.9 " 111.6 " 33.20 " 7.900" 6.808" 30
31 3.445" 1.280B 10.78 " 700.0 " 305.5 " 30.14 " 5.933" 31
Mean 24.19 " 2.560B 3.311B 10.40 " 14.84 " 95.24 " 414.2 " 234.9 " 199.9 " 68.48 " 14.42 " 3.752B
Median 7.627" 2.885B 2.679B 9.691" 12.31 " 89.79 " 282.0 " 193.9 " 167.5 " 67.64 " 11.52 " 3.636B
Maximum 262.4 " 6.173B 6.978B 30.33 " 33.44 " 286.7 "2196 " 670.2 " 513.0 " 130.0 " 27.80 " 8.491B
Minimum 3.445" 0.000B 1.280B 2.868" 6.923" 10.56 " 52.50 " 68.02 " 111.6 " 30.14 " 7.900" 0.207B
Total 749.8 " 71.67B 102.7 B 312.1 " 460.1 " 2857 "12839 " 5638 " 5997 " 2123 " 432.6 " 116.3 B
Missing Days 0 0 0 0 0 0 0 7 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 88.55 B " ... Relative Uncertainty +/-10%
Ann. Median 15.49 B B ... Outside measured range
Annual Total 31699 B [ ... Not Available
Missing Days 7
Maximum Minimum
Daily 2196 B 0.000B
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1967
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.852" 0.016B 0.007B 0.012B 5.803" 238.7 & 567.4 " 628.8 " 366.5 & 77.66 " 19.41 " 8.922" 1
2 4.299" 0.016B 0.007B 0.012B 5.930" 252.2 & 827.7 " 575.3 " 826.5 & 76.71 " 17.94 " 7.697" 2
3 3.455" 0.012B 0.007B 0.012B 5.933" 440.2 & 724.2 " 546.9 "1107 " 77.38 " 17.73 " 6.712" 3
4 3.261" 0.007B 0.007B 0.012B 5.506" 282.4 & 524.7 " 470.0 " 636.8 " 168.3 " 16.75 " 5.704" 4
5 3.677" 0.007B 0.007B 0.012B 5.507" 243.3 & 482.9 " 422.7 & 499.3 " 155.8 " 15.88 " 5.051" 5
6 3.564" 0.007B 0.007B 0.012B 5.641" 499.1 & 553.0 " 376.4 & 425.4 & 98.06 " 13.76 " 4.023" 6
7 3.481" 0.007B 0.007B 0.012B 5.645" 357.2 & 463.9 " 362.1 & 377.3 & 94.66 " 13.29 " 4.358" 7
8 3.351" 0.007B 0.007B 0.003B 26.69 " 440.2 & 402.8 & 605.8 & 328.2 & 154.2 " 12.37 " 4.897" 8
9 3.314" 0.007B 0.007B 0.003B 185.7 & 884.5 " 384.7 & 854.5 " 290.8 & 147.9 " 10.75 " 7.167" 9
10 3.323" 0.007B 0.007B 0.003B 447.9 & 696.0 " 633.6 " 567.0 " 265.5 & 101.9 " 10.50 " 16.32 " 10
11 2.778" 0.007B 0.007B 0.002B 274.2 & 752.9 " 444.2 & 433.7 & 236.3 & 83.79 " 9.604" 20.76 " 11
12 1.874B 0.007B 0.007B 0.002B 128.3 "1371 " 350.3 & 390.5 & 223.0 " 74.25 " 9.529" 14.27 " 12
13 0.958B 0.007B 0.012B 0.002B 86.33 "1055 " 299.1 & 346.8 & 212.6 " 64.83 " 10.25 " 11.04 " 13
14 0.760B 0.007B 0.016B 0.002B 71.34 " 792.4 " 268.8 & 300.2 & 193.2 " 55.09 " 10.60 " 7.706" 14
15 0.695B 0.007B 0.016B 0.001B 53.26 " 578.9 " 637.6 & 328.0 & 178.6 " 53.61 " 13.03 " 6.207" 15
16 0.603B 0.007B 0.016B 0.001B 74.79 " 474.7 " 747.5 " 796.4 " 175.1 " 49.98 " 18.30 " 5.271" 16
17 0.484B 0.007B 0.016B 0.001B 439.0 & 422.9 & 566.7 " 527.5 & 161.5 " 43.34 " 20.45 " 4.709" 17
18 0.261B 0.007B 0.016B 0.001B 269.4 & 362.5 & 446.8 & 394.8 & 145.5 " 39.10 " 20.57 " 4.641" 18
19 0.107B 0.007B 0.016B 0.000B 138.4 " 308.9 & 448.5 & 340.0 & 132.3 " 36.78 " 16.79 " 4.341" 19
20 0.107B 0.007B 0.016B 6.556B 111.2 " 597.8 & 633.4 " 305.5 & 125.8 " 32.88 " 12.29 " 3.797" 20
21 0.107B 0.007B 0.016B 12.79 " 97.30 " 523.7 & 479.9 & 362.5 & 122.0 " 26.52 " 13.47 " 3.652" 21
22 0.067B 0.007B 0.016B 92.93 " 103.3 " 446.8 & 827.0 " 376.1 & 116.3 " 23.20 " 13.25 " 3.652" 22
23 0.044B 0.007B 0.016B 86.38 " 254.3 & 406.1 & 599.8 " 344.3 & 105.5 " 23.04 " 11.61 " 3.543" 23
24 0.044B 0.007B 0.016B 39.05 " 659.7 " 304.2 & 443.4 & [ ] 110.2 " 23.04 " 11.51 " 3.509" 24
25 0.044B 0.007B 0.016B 19.60 " 357.0 & 497.1 & 382.6 & [ ] 111.1 " 23.00 " 11.39 " 3.752" 25
26 0.044B 0.007B 0.016B 16.10 " 237.8 &2233 " 491.0 & [ ] 103.5 " 22.05 " 10.35 " 4.320" 26
27 0.044B 0.007B 0.016B 12.82 " 269.5 &1517 "2552 " [ ] 101.3 " 22.22 " 10.52 " 4.424" 27
28 0.044B 0.007B 0.016B 10.65 " 643.2 & 948.4 "1745 " [ ] 96.43 " 22.22 " 11.24 " 3.755" 28
29 0.038B 0.014B 8.048" 621.6 "1004 "1125 " [ ] 83.20 " 22.22 " 10.61 " 3.288" 29
30 0.028B 0.012B 6.114" 394.4 & 711.0 " 883.7 " 429.9 & 78.45 " 22.13 " 9.963" 3.284" 30
31 0.019B 0.012B 296.5 & 701.2 " 410.6 & 21.02 " 3.361" 31
Mean 1.475B 0.007B 0.012B 10.37 B 202.6 & 654.7 & 665.8 & 459.8 & 264.5 & 62.48 " 13.46 " 6.262"
Median 0.603B 0.007B 0.014B 0.012B 128.3 & 498.1 & 553.0 & 410.6 & 176.9 & 49.98 " 12.33 " 4.641"
Maximum 4.852B 0.016B 0.016B 92.93 B 659.7 &2233 &2552 & 854.5 &1107 & 168.3 " 20.57 " 20.76 "
Minimum 0.019B 0.007B 0.007B 0.000B 5.506& 238.7 & 268.8 & 300.2 & 78.45 & 21.02 " 9.529" 3.284"
Total 45.73B 0.21B 0.37B 311.1 B 6281 &19641 &20640 &11496 & 7935 & 1937 " 403.7 " 194.1 "
Missing Days 0 0 0 0 0 0 0 6 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 191.9 B " ... Relative Uncertainty +/-10%
Ann. Median 18.30 B & ... Relative Uncertainty +/-30%
Annual Total 68885 B B ... Outside measured range
Missing Days 6 [ ... Not Available
Maximum Minimum
Daily 2552 B 0.000B
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1968
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.164" 0.016B 0.000B 7.562" 21.86 " 76.05 "1280 &1271 " 256.2 " 247.9 " 58.69 " 13.13 " 1
2 2.320" 0.020B 0.000B 7.006" 20.69 " 45.06 " 643.9 " 933.6 " 275.2 " 221.4 " 53.54 " 11.79 " 2
3 1.403B 3.204B 0.000B 6.395" 17.34 " 50.47 " 587.7 " 862.2 " 264.5 " 201.9 " 49.22 " 11.20 " 3
4 0.840B 5.735" 0.000B 5.976" 15.13 " 113.5 " 450.3 " 639.5 " 236.8 " 225.6 " 46.25 " 10.47 " 4
5 0.222B 4.990" 0.000B 5.316" 14.00 " 72.15 " 373.2 " 550.7 " 215.4 " 472.7 " 43.95 " 9.896" 5
6 0.025B 3.948" 0.002B 4.922" 12.61 " 45.81 " 349.0 " 677.4 " 184.5 " 374.6 " 41.27 " 9.755" 6
7 0.029B 3.286" 0.004B 4.796" 12.10 " 43.26 " 490.0 " 962.6 " 164.2 " 265.4 " 38.86 " 10.06 " 7
8 2.615B 2.469" 0.004B 12.45 " 13.64 " 53.86 " 397.4 " 886.3 " 150.8 " 224.9 " 37.13 " 10.54 " 8
9 5.045" 2.515" 0.004B 31.23 " 17.59 " 79.42 " 291.8 " 576.3 " 164.5 " 198.6 " 36.76 " 10.45 " 9
10 4.450" 2.959" 0.003B 32.50 " 16.56 " 81.14 " 252.8 " 686.2 " 590.4 " 179.1 " 35.76 " 10.02 " 10
11 3.347" 2.995" 0.002B 23.91 " 14.76 " 71.81 " 225.3 " 774.5 "1369 " 162.5 " 35.26 " 8.934" 11
12 2.136" 2.647" 0.004B 17.29 " 13.45 " 189.3 " 201.8 " 532.4 " 873.1 " 145.9 " 34.26 " 7.990" 12
13 1.274B 1.906" 0.002B 14.48 " 12.89 "1188 " 185.1 " 448.5 " 865.9 " 129.0 " 33.51 " 7.775" 13
14 0.735B 1.296B 0.000& 14.33 " 17.94 "1060 " 175.5 " 394.6 " 752.6 " 186.6 " 31.71 " 7.758" 14
15 0.261B 0.864B 0.000& 19.38 " 45.06 " 543.3 " 372.4 " 349.7 " 528.1 " 280.1 " 29.37 " 7.758" 15
16 0.043B 0.515B 0.000& 22.37 " 42.06 " 356.0 " 414.3 " 330.3 " 436.8 " 220.7 " 27.69 " 8.817" 16
17 0.007B 0.317B 0.000& 24.90 " 26.50 " 319.3 " 320.8 " 495.4 " 372.3 " 175.3 " 27.06 " 9.616" 17
18 0.001B 0.234B 0.000& 42.14 " 21.93 " 335.4 " 229.8 " 453.3 " 685.4 " 147.0 " 32.89 " 8.997" 18
19 0.000B 0.106B 6.611& 39.19 " 20.06 " 314.1 " 195.3 " 368.1 " 650.5 " 131.6 " 32.95 " 8.313" 19
20 0.000B 0.031B 5.620" 27.07 " 18.96 " 214.4 " 175.4 " 306.0 " 431.9 " 146.6 " 29.53 " 7.997" 20
21 0.000B 0.006B 3.790" 21.44 " 17.22 " 175.3 " 161.1 " 271.2 " 354.4 " 144.8 " 27.55 " 8.595" 21
22 0.000B 0.002B 2.793" 17.85 " 15.97 " 156.8 " 151.0 " 255.2 " 463.6 " 119.9 " 25.93 " 9.713" 22
23 0.000B 0.001B 2.219" 15.84 " 15.72 " 143.8 " 207.7 " 259.7 " 573.3 " 104.9 " 23.62 " 10.52 " 23
24 0.000B 0.001B 2.125" 15.45 " 14.85 " 179.3 " 447.5 " 296.1 " 396.1 " 96.96 " 21.79 " 10.42 " 24
25 0.001B 0.001B 1.965" 21.08 " 14.07 " 320.0 " 284.7 " 288.4 " 319.8 " 87.16 " 20.56 " 8.943" 25
26 0.001B 0.000B 3.713" 27.66 " 13.46 " 459.0 " 477.6 " 309.9 " 279.9 " 78.25 " 19.56 " 7.336" 26
27 0.005B 0.000B 14.36 " 26.45 " 13.01 " 404.8 "1125 " 543.9 " 340.4 " 73.42 " 18.96 " 6.447" 27
28 0.006B 0.000B 23.26 " 20.96 " 12.94 " 311.3 " 693.9 " 460.4 " 434.3 " 79.93 " 18.23 " 5.216" 28
29 0.008B 0.000B 16.80 " 18.53 " 13.12 " 493.2 "1726 & 314.0 " 368.0 " 76.81 " 16.88 " 4.571" 29
30 0.012B 11.17 " 17.80 " 24.41 "1461 &2753 & 266.9 " 297.0 " 71.80 " 14.66 " 4.279" 30
31 0.013B 8.592" 50.23 " 1561 & 239.0 " 67.00 " 3.800" 31
Mean 0.902B 1.382B 3.324B 18.88 " 19.36 " 311.9 & 554.8 & 516.2 " 443.2 " 172.2 " 32.11 " 8.745"
Median 0.025B 0.317B 0.004B 18.19 " 15.97 " 184.3 & 372.4 & 453.3 " 370.2 " 147.0 " 32.30 " 8.943"
Maximum 5.045B 5.735B 23.26 B 42.14 " 50.23 "1461 &2753 &1271 "1369 " 472.7 " 58.69 " 13.13 "
Minimum 0.000B 0.000B 0.000B 4.796" 12.10 " 43.26 & 151.0 & 239.0 " 150.8 " 67.00 " 14.66 " 3.800"
Total 27.96B 40.06B 103.0 B 566.3 " 600.1 " 9356 &17200 &16003 "13295 " 5338 " 963.4 " 271.1 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 174.2 B " ... Relative Uncertainty +/-10%
Ann. Median 26.78 B & ... Relative Uncertainty +/-30%
Annual Total 63764 B B ... Outside measured range
Maximum Minimum
Daily 2753 B 0.000B
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1969
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.373" 0.724" 0.000& 2.142" [ ] 19.90 " 164.5 " 159.4 " 58.18 " 27.70 " 2.107" 0.067" 1
2 2.948" 0.395" 0.000& 2.300" [ ] 19.08 " 140.8 " 196.5 " 53.90 " 24.55 " 2.433" 0.010& 2
3 2.364" 0.305" 0.000& 2.350" [ ] 18.90 " 207.1 " 183.1 " 47.23 " 22.51 " 7.378" 0.000& 3
4 2.032" 0.318" 0.000& 2.507" [ ] 18.74 " 170.6 " 162.5 " 43.77 " 20.41 " 9.609" 0.000& 4
5 1.752" 0.318" 0.000& 3.318" [ ] 19.06 " 130.1 " 213.5 " 43.15 " 18.41 " 9.286" 0.000& 5
6 1.295" 0.250" 0.000& 4.746" 7.482" 22.31 " 112.9 " 185.6 " 40.71 " 16.86 " 8.854" 0.000& 6
7 1.062" 0.157" 0.000& 5.366" 7.482" 25.92 " 100.7 " 145.0 " 38.18 " 14.75 " 6.990" 0.000& 7
8 0.829" 0.077" 0.000& 19.05 " 9.253" 31.11 " 91.90 " 127.9 " 36.57 " 13.87 " 6.314" 0.000& 8
9 0.761" 0.004& 0.000& 37.00 " 16.97 " 30.72 " 86.50 " 116.3 " 35.33 " 12.83 " 5.288" 0.000& 9
10 0.783" 0.000& 0.000& 37.70 " 25.08 " 36.13 " 181.7 " 126.8 " 33.57 " 11.99 " 4.156" 0.000& 10
11 0.876" 0.000& 0.000& 29.43 " 21.98 " 122.4 " 161.0 " 176.9 " 31.99 " 10.79 " 3.127" 0.000& 11
12 1.092" 0.000& 0.000& 20.10 " 16.86 " 101.5 " 115.3 " 138.6 " 31.04 " 9.647" 2.384" 0.469& 12
13 1.523" 0.000& 0.000& 15.31 " 13.33 " 105.5 " 99.14 " 111.5 " 31.21 " 9.549" 1.962" 2.204" 13
14 2.169" 0.000& 0.000& 11.40 " 11.69 " 337.8 " 102.7 " 98.56 " 30.40 " 9.262" 1.640" 2.280" 14
15 3.104" 0.000& 0.000& 11.12 " 10.88 " 276.5 " 104.0 " 90.41 " 30.16 " 9.347" 1.409" 2.425" 15
16 5.275" 0.000& 0.000& 10.76 " 10.73 " 336.1 " 95.21 " 85.23 " 28.58 " 9.114" 1.218" 1.546" 16
17 6.247" 0.000& 0.000& 9.117" 13.37 " 203.6 " 133.1 " 80.63 " 26.08 " 8.511" 1.085" 1.116" 17
18 6.199" 0.000& 0.000& 8.761" 151.5 " 138.7 " 235.9 " 76.95 " 23.66 " 8.345" 0.940" 0.647" 18
19 5.182" 0.000& 0.000& 8.807" 185.6 " 115.2 " 161.4 " 73.08 " 22.25 " 7.973" 0.730" 0.372" 19
20 4.122" 0.000& 0.000& 8.548" 102.8 " 100.8 " 123.9 " 68.02 " 20.71 " 7.457" 0.697" 0.207" 20
21 3.093" 0.000& 1.539& 8.054" 61.08 " 105.0 " 105.2 " 68.94 " 19.61 " 7.212" 0.680" 0.086" 21
22 2.548" 0.000& 1.881" 8.040" 42.59 " 93.92 " 93.85 " 71.56 " 19.36 " 8.279" 0.649" 0.001& 22
23 2.038" 0.000& 1.234" 8.108" 37.00 " 79.65 " 87.87 " 65.06 " 18.57 " 7.175" 0.761" 0.000& 23
24 1.773" 0.000& 1.169" 13.38 " 32.08 " 70.26 " 82.63 " 73.41 " 18.15 " 6.531" 0.694" 0.000& 24
25 1.703" 0.000& 1.369" 14.59 " 28.49 " 61.88 " 77.48 " 111.9 " 17.94 " 6.231" 0.522" 0.000& 25
26 1.685" 0.000& 1.589" 13.27 " 26.80 " 54.80 " 111.0 " 98.14 " 19.84 " 5.341" 0.450" 0.000& 26
27 1.863" 0.000& 1.797" 11.68 " 25.97 " 66.94 " 690.3 " 77.00 " 25.99 " 4.773" 0.410" 0.000& 27
28 1.809" 0.000& 1.933" 10.73 " 25.29 " 359.2 " 356.4 " 65.54 " 43.47 " 4.410" 0.394" 0.000& 28
29 1.450" 2.189" 10.40 " 23.76 " 327.4 " 219.3 " 57.24 " 41.04 " 3.578" 0.305" 0.000& 29
30 1.262" 1.978" 9.648" 22.19 " 214.8 " 179.7 " 62.13 " 32.62 " 2.932" 0.157" 0.000& 30
31 1.044" 1.954" 20.83 " 155.0 " 62.17 " 2.725" 0.000& 31
Mean 2.363" 0.091& 0.601& 11.92 " 36.58 " 117.1 " 157.3 " 110.6 " 32.11 " 10.74 " 2.754" 0.369&
Median 1.809" 0.000& 0.000& 10.03 " 22.97 " 86.79 " 123.9 " 98.14 " 31.13 " 9.114" 1.313" 0.000&
Maximum 6.247" 0.724& 2.189& 37.70 " 185.6 " 359.2 " 690.3 " 213.5 " 58.18 " 27.70 " 9.609" 2.425&
Minimum 0.761" 0.000& 0.000& 2.142" 7.482" 18.74 " 77.48 " 57.24 " 17.94 " 2.725" 0.157" 0.000&
Total 73.26 " 2.548& 18.63 & 357.7 " 951.0 "3514 "4877 "3430 " 963.3 " 333.1 " 82.63 " 11.43 &
Missing Days 0 0 0 0 5 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 40.59 & " ... Relative Uncertainty +/-10%
Ann. Median 9.115& & ... Relative Uncertainty +/-30%
Annual Total 14614 & [ ... Not Available
Missing Days 5
Maximum Minimum
Daily 690.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1970
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 8.312" 193.1 " 492.8 " 489.5 " 107.4 " 87.83 " 16.00 " 2.289" 1
2 0.000& 0.000& 0.000& 0.000& 9.069" 249.6 " 546.0 " 346.9 " 121.5 " 91.64 " 15.24 " 2.058" 2
3 0.000& 0.000& 0.000& 0.000& 8.700" 186.4 " 603.9 " 302.9 " 129.0 " 212.7 " 20.55 " 1.985" 3
4 0.000& 0.000& 0.000& 0.000& 6.677" 119.9 " 453.2 " 254.6 " 107.9 " 338.7 " 28.10 " 1.922" 4
5 0.000& 0.000& 0.000& 0.000& 5.823" 131.0 " 391.1 " 218.3 " 99.85 " 284.3 " 25.83 " 1.978" 5
6 0.000& 0.000& 0.000& 0.000& 5.435" 120.5 " 427.7 " 193.1 " 108.5 " 242.7 " 23.23 " 1.962" 6
7 0.000& 0.000& 0.000& 0.000& 5.583" 145.9 " 410.2 " 174.6 " 234.5 " 191.3 " 19.87 " 1.758" 7
8 0.000& 0.000& 0.000& 0.000& 9.630" 128.7 " 300.3 " 221.0 " 281.0 " 142.6 " 17.81 " 1.430" 8
9 0.000& 0.000& 0.000& 0.000& 16.34 " 95.51 " 257.3 " 205.8 " 179.1 " 118.6 " 16.23 " 1.202" 9
10 0.000& 0.000& 0.000& 0.000& 24.54 " 76.46 " 227.7 " 186.2 " 134.9 " 102.5 " 15.00 " 0.934" 10
11 0.000& 0.000& 0.000& 0.000& 18.57 " 180.6 " 202.4 " 165.0 " 115.8 " 89.25 " 13.95 " 0.749" 11
12 0.000& 0.000& 0.000& 0.000& 25.72 " 257.6 " 181.9 " 146.4 " 105.0 " 80.32 " 13.72 " 0.644" 12
13 0.000& 0.000& 0.000& 0.000& 41.16 " 155.6 " 171.5 " 134.2 " 98.64 " 71.21 " 13.07 " 0.467" 13
14 0.000& 0.000& 0.000& 0.000& 33.84 " 219.8 " 164.1 " 120.1 " 94.16 " 62.31 " 11.68 " 0.371" 14
15 0.000& 0.000& 0.000& 0.000& 24.31 " 171.1 " 152.3 " 108.3 " 88.14 " 55.96 " 10.55 " 0.257" 15
16 0.000& 0.000& 0.000& 0.000& 18.31 " 125.8 " 142.7 " 100.6 " 81.75 " 51.56 " 9.622" 0.235" 16
17 0.000& 0.000& 0.000& 0.000& 15.26 " 198.7 " 137.8 " 105.0 " 75.40 " 45.98 " 8.475" 0.116" 17
18 0.000& 0.000& 0.000& 0.000& 13.30 " 536.5 " 128.6 " 185.5 " 69.90 " 41.91 " 7.689" 0.017& 18
19 0.000& 0.000& 0.000& 0.000& 12.07 " 438.6 " 117.4 " 229.0 " 70.20 " 38.73 " 7.079" 0.000& 19
20 0.000& 0.000& 0.000& 8.222& 10.99 " 444.3 " 111.8 " 231.9 " 87.04 " 36.32 " 6.573" 0.000& 20
21 0.000& 0.000& 0.000& 17.97 " 10.33 " 322.1 " 106.0 " 190.9 " 142.2 " 34.32 " 5.937" 0.000& 21
22 0.000& 0.000& 0.000& 12.04 " 9.913" 505.1 " 126.6 " 150.6 " 158.2 " 32.06 " 5.699" 0.000& 22
23 0.000& 0.000& 0.000& 8.146" 10.63 "1187 & 583.5 " 129.2 " 112.9 " 28.51 " 5.231" 0.000& 23
24 0.000& 0.000& 0.000& 6.603" 10.73 "1736 & 914.1 " 149.0 " 126.4 " 26.10 " 4.292" 0.000& 24
25 0.000& 0.000& 0.000& 5.395" 10.73 "1309 " 558.9 " 332.6 " 157.5 " 24.06 " 3.619" 0.000& 25
26 0.000& 0.000& 0.000& 4.491" 10.76 " 850.0 " 426.3 " 253.9 " 154.4 " 22.87 " 3.028" 0.000& 26
27 0.000& 0.000& 0.000& 4.145" 11.08 " 945.9 " 412.4 " 198.4 " 120.2 " 24.67 " 2.747" 0.000& 27
28 0.000& 0.000& 0.000& 4.396" 11.01 " 926.2 " 365.6 " 166.2 " 97.68 " 24.98 " 2.451" 0.000& 28
29 0.000& 0.000& 4.596" 11.00 " 856.7 " 289.2 " 147.6 " 88.10 " 22.71 " 2.328" 0.019& 29
30 0.000& 0.000& 6.030" 36.33 " 645.7 " 298.4 " 127.5 " 82.41 " 20.38 " 2.422" 23.43 " 30
31 0.000& 0.000& 138.4 " 454.9 " 115.7 " 17.64 " 7.001" 31
Mean 0.000& 0.000& 0.000& 2.734& 18.86 " 448.7 & 327.6 " 196.1 " 121.0 " 85.96 " 11.27 " 1.640&
Median 0.000& 0.000& 0.000& 0.000& 11.00 " 234.7 & 298.4 " 185.5 " 108.2 " 51.56 " 10.09 " 0.371&
Maximum 0.000& 0.000& 0.000& 17.97 & 138.4 "1736 & 914.1 " 489.5 " 281.0 " 338.7 " 28.10 " 23.43 &
Minimum 0.000& 0.000& 0.000& 0.000& 5.435" 76.46 & 106.0 " 100.6 " 69.90 " 17.64 " 2.328" 0.000&
Total 0.00& 0.00& 0.00& 82.03& 584.6 "13460 &10156 " 6080 " 3630 " 2665 " 338.0 " 50.83&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 101.5 & " ... Relative Uncertainty +/-10%
Ann. Median 11.68 & & ... Relative Uncertainty +/-30%
Annual Total 37047 &
Maximum Minimum
Daily 1736 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1971
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.310" 0.000& 0.000& 13.34 " 5.625" 50.04 " 40.65 " 152.9 " 76.54 " 968.0 & 60.79 " 14.50 " 1
2 4.747" 0.000& 0.000& 10.46 " 6.644" 33.36 " 36.09 " 160.5 " 69.29 " 531.4 " 56.18 " 13.33 " 2
3 3.167" 0.000& 0.000& 8.887" 7.346" 26.65 " 93.94 " 178.4 " 62.20 " 414.2 " 54.23 " 12.45 " 3
4 2.425" 0.000& 0.000& 7.790" 7.346" 27.97 " 102.7 " 210.4 " 63.84 " 388.2 " 50.31 " 11.64 " 4
5 2.249" 0.000& 0.000& 7.709" 7.346" 35.19 " 66.45 " 154.8 " 134.8 " 826.6 " 49.93 " 10.68 " 5
6 1.810" 0.000& 0.000& 9.700" 7.140" 75.32 " 46.88 " 122.9 " 142.0 " 633.5 " 48.21 " 9.626" 6
7 1.619" 0.741& 0.000& 17.41 " 6.700" 99.40 " 39.81 " 105.4 " 109.4 " 619.4 " 41.83 " 8.742" 7
8 1.578" 1.695" 0.000& 14.01 " 6.311" 73.40 " 37.00 " 101.3 " 176.5 " 765.1 " 36.61 " 7.976" 8
9 1.431" 1.740" 0.000& 10.82 " 5.666" 119.4 " 34.19 " 96.47 " 186.9 " 471.7 " 33.92 " 7.758" 9
10 1.341" 1.440" 0.000& 8.686" 6.086" 119.8 " 31.98 " 84.29 " 127.1 " 358.3 " 34.26 " 8.027" 10
11 1.058" 1.040" 0.000& 7.658" 6.714" 81.22 " 30.13 " 75.72 " 99.04 " 302.9 " 37.02 " 8.521" 11
12 0.856" 0.667" 0.000& 6.987" 5.918" 66.55 " 29.59 " 74.76 " 88.69 " 262.7 " 35.38 " 8.448" 12
13 0.668" 0.513" 0.000& 6.476" 6.516" 52.49 " 36.20 " 80.82 " 129.3 " 250.6 " 31.86 " 7.649" 13
14 0.439" 0.450" 0.000& 5.895" 20.35 " 43.47 " 84.48 " 84.14 " 142.3 " 308.4 " 30.18 " 6.423" 14
15 0.209" 0.443" 0.000& 5.777" 26.73 " 39.11 " 84.38 " 379.1 " 104.6 " 281.5 " 29.20 " 5.443" 15
16 0.065" 0.394" 0.000& 5.777" 19.95 " 36.91 " 59.26 " 537.9 " 96.46 " 217.7 " 27.99 " 4.901" 16
17 0.008& 0.237" 0.000& 5.777" 16.30 " 36.26 " 63.09 " 364.1 " 198.8 " 195.7 " 27.23 " 4.359" 17
18 0.000& 0.055& 0.000& 5.777" 14.48 " 35.51 " 64.91 " 269.8 " 315.0 " 174.8 " 25.81 " 3.756" 18
19 0.000& 0.000& 0.000& 5.298" 14.72 " 32.54 " 52.13 " 220.3 " 843.1 " 184.2 " 24.64 " 3.402" 19
20 0.000& 0.000& 0.000& 5.133" 27.79 " 37.32 " 48.35 " 184.9 " 603.8 " 261.1 " 23.92 " 2.768" 20
21 0.000& 0.000& 0.000& 4.795" 38.22 " 83.04 " 51.01 " 157.4 " 488.7 " 230.9 " 22.51 " 2.272" 21
22 0.000& 0.000& 0.000& 4.393" 54.70 " 62.56 " 43.96 " 141.8 " 387.0 " 171.1 " 23.75 " 2.155" 22
23 0.000& 0.000& 0.000& 4.351" 103.3 " 41.53 " 39.54 " 124.5 " 328.9 " 144.0 " 28.69 " 2.155" 23
24 0.000& 0.000& 0.000& 4.182" 57.44 " 36.51 " 99.92 " 108.1 " 955.5 " 125.6 " 26.88 " 2.166" 24
25 0.000& 0.000& 0.000& 4.065" 32.71 " 33.48 " 155.0 " 97.67 " 869.3 " 115.6 " 24.68 " 2.458" 25
26 0.000& 0.000& 0.000& 3.978" 26.05 " 32.31 " 99.92 " 165.5 " 512.0 " 108.0 " 21.83 " 2.696" 26
27 0.000& 0.000& 0.000& 3.984" 23.09 " 31.86 " 73.22 " 195.1 " 404.6 " 97.24 " 30.07 " 2.635" 27
28 0.000& 0.000& 2.482& 4.747" 21.67 " 31.31 " 83.37 " 133.7 " 335.4 " 86.73 " 23.13 " 2.422" 28
29 0.000& 54.13 " 5.537" 20.59 " 29.60 " 116.6 " 104.4 " 390.7 " 79.45 " 18.03 " 2.455" 29
30 0.000& 35.03 " 5.625" 20.19 " 32.01 " 205.6 " 89.79 "1637 & 73.61 " 16.38 " 2.161" 30
31 0.000& 19.41 " 49.05 " 199.8 " 82.85 " 68.22 " 2.125" 31
Mean 1.032& 0.336& 3.582& 7.167" 21.70 " 51.20 " 72.59 " 162.6 " 336.0 & 313.4 & 33.18 " 6.003"
Median 0.065& 0.000& 0.000& 5.777" 16.30 " 37.12 " 59.26 " 133.7 " 181.7 & 250.6 & 29.63 " 4.901"
Maximum 8.310& 1.740& 54.13 & 17.41 " 103.3 " 119.8 " 205.6 " 537.9 "1637 & 968.0 & 60.79 " 14.50 "
Minimum 0.000& 0.000& 0.000& 3.978" 5.625" 26.65 " 29.59 " 74.76 " 62.20 & 68.22 & 16.38 " 2.125"
Total 31.98& 9.41& 111.0 & 215.0 " 672.6 " 1536 " 2250 " 5040 "10079 & 9716 & 995.5 " 186.1 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 84.50 & " ... Relative Uncertainty +/-10%
Ann. Median 26.65 & & ... Relative Uncertainty +/-30%
Annual Total 30843 &
Maximum Minimum
Daily 1637 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1972
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.813" 0.000& 0.000& 0.000& 3.432" 165.3 " 65.13 " 203.0 " 320.0 " 66.28 " 16.92 " 0.620" 1
2 1.487" 0.000& 0.000& 0.000& 6.676" 73.85 " [ ] 218.6 " 308.2 " 98.28 " 15.53 " 0.636" 2
3 1.222" 0.000& 0.000& 0.000& 7.348" 38.83 " [ ] 447.3 " 285.3 " 88.74 " 14.26 " 0.658" 3
4 1.062" 0.000& 0.000& 0.000& 7.709" 29.27 " [ ] 487.7 " 430.2 " 69.14 " 13.93 " 0.580" 4
5 0.767" 0.000& 0.000& 0.000& 7.519" 22.57 " [ ] 332.9 " 373.8 " 54.82 " 13.39 " 0.463" 5
6 0.584" 0.000& 0.000& 0.000& 7.473" 18.80 " [ ] 271.4 " 277.0 " 47.69 " 12.88 " 0.370" 6
7 0.616" 0.000& 0.000& 0.000& 7.092" 15.89 " [ ] 301.8 " 234.2 " 52.58 " 11.90 " 0.248" 7
8 0.535" 0.000& 0.000& 0.000& 6.576" 13.94 " [ ] 235.5 " 207.9 " 125.6 " 10.55 " 0.089" 8
9 0.350" 0.000& 0.000& 0.000& 6.198" 12.54 " [ ] 191.0 " 185.7 " 161.1 " 9.756" 0.000& 9
10 0.679" 0.000& 0.000& 0.000& 5.671" 11.76 " [ ] 166.5 " 174.5 " 103.2 " 8.822" 0.000& 10
11 0.562" 0.000& 0.000& 0.000& 6.104" 11.26 " [ ] 149.2 " 200.7 " 74.59 " 7.453" 0.000& 11
12 0.352" 0.000& 0.000& 0.000& 5.541" 10.67 " [ ] 132.9 " 201.6 " 57.91 " 6.380" 0.000& 12
13 0.149" 0.000& 0.000& 0.000& 7.736" 36.40 " 155.0 " 122.6 " 162.7 " 47.39 " 5.532" 0.000& 13
14 0.077" 0.000& 0.000& 0.000& 11.60 " 178.8 " 145.7 " 113.5 " 144.3 " 41.71 " 5.494" 0.000& 14
15 0.017& 0.000& 0.000& 0.000& 13.81 " 105.5 " 116.6 " 105.2 " 139.9 " 35.47 " 5.161" 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 11.94 " 50.71 " 98.20 " 247.6 " 182.9 " 30.63 " 5.189" 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 10.11 " 36.14 " 91.00 " 889.7 " 249.1 " 27.19 " 4.993" 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 8.723" 30.94 " 114.3 " 982.4 " 167.0 " 26.48 " 4.998" 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 7.750" 27.71 " 119.7 "1070 " 130.2 " 26.01 " 4.232" 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 7.382" 25.61 " 100.3 "1053 " 115.5 " 24.95 " 3.215" 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 6.841" 52.28 " 86.62 " 877.0 " 104.7 " 24.90 " 2.648" 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 6.256" 96.05 " 83.94 " 638.7 " 95.65 " 23.71 " 2.196" 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 5.774" 59.94 " 441.7 " 789.4 " 90.19 " 22.18 " 1.915" 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 5.006" 90.32 " 393.6 " 612.9 " 85.12 " 20.19 " 1.748" 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 3.835" 223.4 " 208.5 " 906.9 " 77.17 " 17.71 " 1.168" 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 3.241" 180.2 " 167.5 " 691.3 " 70.41 " 16.07 " 0.878" 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 2.929" 128.4 " 257.7 " 829.1 " 62.60 " 15.39 " 0.924" 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 2.702" 104.4 " 211.5 " 744.5 " 57.22 " 23.38 " 0.779" 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 3.607" 80.80 " 157.8 " 507.7 " 54.35 " 26.10 " 0.678" 0.000& 29
30 0.000& 0.000& 0.016& 3.306" 65.49 " 183.5 " 423.9 " 53.37 " 22.54 " 0.672" 0.000& 30
31 0.000& 0.000& 59.91 " 298.3 " 359.3 " 18.99 " 0.000& 31
Mean 0.331& 0.000& 0.000& 0.001& 8.381" 66.59 " 174.8 " 487.2 " 174.7 " 48.09 " 6.473" 0.118&
Median 0.000& 0.000& 0.000& 0.000& 6.676" 44.77 " 150.3 " 423.9 " 164.8 " 30.63 " 5.175" 0.000&
Maximum 1.813& 0.000& 0.000& 0.016& 59.91 " 223.4 " 441.7 "1070 " 430.2 " 161.1 " 16.92 " 0.658&
Minimum 0.000& 0.000& 0.000& 0.000& 2.702" 10.67 " 65.13 " 105.2 " 53.37 " 15.39 " 0.672" 0.000&
Total 10.27& 0.00& 0.00& 0.02& 259.8 " 1998 " 3497 "15103 " 5242 " 1491 " 194.2 " 3.67&
Missing Days 0 0 0 0 0 0 11 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 78.30 & " ... Relative Uncertainty +/-10%
Ann. Median 5.532& & ... Relative Uncertainty +/-30%
Annual Total 27797 & [ ... Not Available
Missing Days 11
Maximum Minimum
Daily 1070 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1973
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 8.363" 33.85 " 196.1 " 456.6 " 277.1 " 272.0 " 84.12 " 10.13 " 1
2 0.000& 0.000& 0.000& 0.000& 6.643" 27.06 " 170.2 " 398.4 " 309.6 " 237.1 " 82.42 " 9.881" 2
3 0.000& 0.000& 0.000& 0.000& 5.910" 21.23 " 163.7 " 364.7 " 296.4 " 210.3 " 76.59 " 9.612" 3
4 0.000& 0.000& 0.000& 0.000& 6.528" 19.13 " 132.7 " 787.0 " 228.9 " 197.0 " 74.46 " 9.482" 4
5 0.000& 0.000& 0.000& 0.000& 8.888" 23.46 " 120.0 "1247 " 194.2 " 179.5 " 96.62 " 9.157" 5
6 0.000& 0.000& 0.000& 0.000& 8.813" 79.45 " 136.9 "1750 & 174.2 " 162.6 " 79.70 " 9.216" 6
7 0.000& 0.000& 0.000& 0.000& 8.270" 176.3 " 358.6 "1122 " 282.6 " 148.2 " 62.12 " 8.990" 7
8 0.000& 0.000& 0.000& 0.000& 10.81 " 183.6 " 347.4 " 776.9 " 803.4 " 135.8 " 53.74 " 8.600" 8
9 0.000& 0.000& 0.000& 0.000& 14.76 " 160.7 " 426.6 " 610.9 " 456.9 " 126.7 " 49.10 " 7.602" 9
10 0.000& 0.000& 0.000& 0.000& 16.40 " 490.5 " 339.5 " 751.7 " 803.6 " 118.7 " 50.69 " 7.250" 10
11 0.000& 0.000& 0.000& 0.000& 14.39 " 275.9 " 237.9 " 906.6 "1518 & 108.9 " 50.68 " 7.006" 11
12 0.000& 0.000& 0.000& 0.000& 17.07 " 656.5 " 205.3 " 626.3 " 808.4 " 99.56 " 43.98 " 6.950" 12
13 0.000& 0.000& 0.000& 0.000& 24.18 " 637.9 " 193.6 " 825.0 " 541.0 " 91.94 " 38.46 " 7.078" 13
14 0.000& 0.000& 0.000& 0.000& 22.72 " 293.7 " 333.3 " 689.0 " 441.0 " 283.0 " 35.97 " 7.151" 14
15 0.000& 0.000& 0.000& 0.000& 16.31 " 219.9 " 679.1 "1371 " 591.3 " 437.3 " 34.79 " 6.978" 15
16 0.000& 0.000& 0.000& 0.000& 12.01 " 183.6 " 398.5 " 917.1 " 481.7 " 195.2 " 32.62 " 6.098" 16
17 0.000& 0.000& 0.000& 0.000& 9.788" 161.9 " 317.9 " 613.0 " 515.2 " 220.6 " 30.48 " 5.315" 17
18 0.000& 0.000& 0.000& 0.000& 8.326" 146.5 "1806 & 519.3 " 490.1 " 178.0 " 27.20 " 4.829" 18
19 0.000& 0.000& 0.000& 0.000& 7.914" 178.6 "1489 & 547.9 " 354.8 " 140.1 " 24.22 " 4.570" 19
20 0.000& 0.000& 0.000& 0.000& 7.942" 248.0 " 819.6 " 765.5 " 306.6 " 119.0 " 21.03 " 4.047" 20
21 0.000& 0.000& 0.000& 0.000& 17.00 " 206.2 " 846.9 " 555.4 " 270.2 " 108.5 " 18.83 " 4.146" 21
22 0.000& 0.000& 0.000& 0.000& 28.59 " 375.5 " 704.8 " 461.4 " 258.9 " 98.77 " 17.14 " 3.256" 22
23 0.000& 0.000& 0.000& 0.000& 23.23 " 641.9 " 515.0 " 397.2 " 270.2 " 95.51 " 16.03 " 2.807" 23
24 0.000& 0.000& 0.000& 0.000& 17.26 " 371.2 "1313 & 352.6 " 612.9 " 126.2 " 14.76 " 2.761" 24
25 0.000& 0.000& 0.000& 0.000& 14.91 " 255.1 "1583 & 308.6 " 932.6 " 136.3 " 13.31 " 2.156" 25
26 0.000& 0.000& 0.000& 0.000& 12.93 " 207.3 " 887.0 " 276.0 " 622.3 " 106.3 " 11.87 " 1.919" 26
27 0.000& 0.000& 0.000& 0.000& 12.59 " 179.2 " 760.1 " 258.0 " 454.2 " 89.14 " 10.44 " 1.772" 27
28 0.000& 0.000& 0.000& 0.000& 14.26 " 166.6 " 994.0 " 236.6 " 361.5 " 84.05 " 9.258" 1.658" 28
29 0.000& 0.000& 0.000& 19.67 " 196.5 " 795.3 " 219.2 " 401.0 " 93.28 " 9.110" 1.723" 29
30 0.000& 0.000& 4.119& 29.27 " 208.9 " 642.2 " 258.3 " 354.3 " 96.54 " 9.690" 1.794" 30
31 0.000& 0.000& 33.75 " 543.4 " 329.9 " 86.65 " 1.669" 31
Mean 0.000& 0.000& 0.000& 0.137& 14.82 " 234.2 " 595.3 & 635.4 & 480.4 & 154.3 " 39.31 " 5.665"
Median 0.000& 0.000& 0.000& 0.000& 14.26 " 190.1 " 426.6 & 555.4 & 421.0 & 126.7 " 33.71 " 6.098"
Maximum 0.000& 0.000& 0.000& 4.119& 33.75 " 656.5 "1806 &1750 &1518 & 437.3 " 96.62 " 10.13 "
Minimum 0.000& 0.000& 0.000& 0.000& 5.910" 19.13 " 120.0 & 219.2 & 174.2 & 84.05 " 9.110" 1.658"
Total 0.00& 0.00& 0.00& 4.12& 459.5 " 7026 "18456 &19698 &14413 & 4783 " 1179 " 175.6 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 181.4 & " ... Relative Uncertainty +/-10%
Ann. Median 17.14 & & ... Relative Uncertainty +/-30%
Annual Total 66195 &
Maximum Minimum
Daily 1806 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1974
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.425" 0.000& 0.000& 0.000& 22.03 " 909.4 " 418.2 "4399 & 313.6 " 93.32 " 79.30 " 14.82 " 1
2 1.166" 0.000& 0.000& 0.000& 20.49 " 828.9 "1090 "2913 & 311.9 " 84.97 " 66.45 " 14.53 " 2
3 1.021" 0.000& 0.000& 518.3 & 20.19 " 495.6 "1950 &1558 & 274.7 " 79.08 " 60.97 " 14.09 " 3
4 0.815" 0.000& 0.000&1360 & 111.5 " 814.9 "1464 &1925 & 251.4 " 77.50 " 55.34 " 13.15 " 4
5 0.580" 0.000& 0.000& 163.9 " 206.5 " 779.9 " 805.7 "2474 " 238.2 " 74.75 " 48.38 " 12.83 " 5
6 0.469" 0.000& 0.000& 88.91 " 97.94 " 473.9 " 608.7 "1666 & 219.2 " 87.00 " 44.05 " 12.35 " 6
7 0.292" 0.000& 0.000& 55.60 " 62.47 " 372.0 " 509.1 "1284 " 202.5 " 200.5 " 39.91 " 13.02 " 7
8 0.215" 0.000& 0.000& 41.31 " 47.73 " 315.3 " 441.5 "1015 " 189.1 " 169.1 " 38.16 " 12.92 " 8
9 0.188" 0.000& 0.000& 31.87 " 42.62 " 271.5 " 628.3 "1067 " 174.5 " 171.5 " 36.38 " 12.65 " 9
10 0.088" 0.000& 0.000& 26.61 " 65.17 " 243.0 " 502.0 " 985.1 " 165.5 " 125.3 " 34.27 " 12.32 " 10
11 0.014& 0.000& 0.000& 22.62 " 258.5 " 220.2 " 421.0 " 781.9 " 206.1 " 100.4 " 31.99 " 12.49 " 11
12 0.000& 0.000& 0.000& 19.54 " 221.6 " 202.1 " 401.0 " 885.5 " 377.2 " 86.73 " 30.31 " 12.28 " 12
13 0.000& 0.000& 0.000& 65.62 " 164.2 " 179.2 " 617.8 "1130 " 268.9 " 76.07 " 41.09 " 12.57 " 13
14 0.000& 0.000& 0.000& 691.8 " 112.5 " 164.4 " 744.9 " 754.3 " 196.2 " 72.99 " 57.56 " 11.58 " 14
15 0.000& 0.000& 0.000& 253.3 " 91.12 " 155.5 " 489.0 " 602.7 " 168.5 " 76.90 " 60.28 " 11.53 " 15
16 0.000& 0.000& 0.000& 127.2 " 78.57 " 143.4 " 728.9 " 546.7 " 154.8 " 71.36 " 36.63 " 11.01 " 16
17 0.000& 0.000& 0.000& 82.91 " 70.08 " 131.4 "1458 & 553.7 " 160.4 " 61.34 " 31.52 " 9.947" 17
18 0.000& 0.000& 0.000& 57.20 " 63.70 " 123.6 "1710 & 711.7 " 231.7 " 54.78 " 33.57 " 8.490" 18
19 0.000& 0.000& 0.000& 44.66 " 57.63 " 117.2 "1253 "1143 " 193.2 " 49.06 " 38.43 " 7.531" 19
20 0.000& 0.000& 0.000& 40.36 " 52.57 " 111.5 "1261 " 921.7 " 155.2 " 88.93 " 36.65 " 6.024" 20
21 0.000& 0.000& 0.000& 39.35 " 46.54 " 109.9 " 854.7 " 637.0 " 136.1 " 152.6 " 34.85 " 5.007" 21
22 0.000& 0.000& 0.000& 61.93 " 41.80 " 146.1 "1089 " 880.7 " 126.4 " 121.2 " 31.29 " 5.077" 22
23 0.000& 0.000& 0.000& 73.20 " 38.13 " 171.5 "1032 " 771.4 " 119.1 " 191.2 " 27.72 " 4.735" 23
24 0.000& 0.000& 0.000& 46.16 " 105.2 " 206.4 "1227 & 545.3 " 113.5 " 160.9 " 25.77 " 4.305" 24
25 0.000& 0.000& 0.000& 37.20 " 338.2 " 278.0 "1944 & 481.7 " 109.5 " 105.8 " 23.22 " 4.357" 25
26 0.000& 0.000& 0.000& 33.69 " 656.3 " 668.0 "1015 " 436.3 " 106.0 " 86.65 " 21.77 " 5.232" 26
27 0.000& 0.000& 0.000& 30.98 " 631.8 " 945.8 " 791.6 " 398.7 " 106.8 " 74.69 " 20.03 " 4.773" 27
28 0.000& 0.000& 0.000& 28.32 " 556.0 " 742.5 " 663.1 " 372.5 " 97.84 " 66.05 " 18.60 " 4.333" 28
29 0.000& 0.000& 25.40 " 621.8 " 418.1 "1587 & 350.0 " 98.99 " 72.85 " 16.41 " 4.170" 29
30 0.000& 0.000& 23.25 " 520.4 " 325.3 "1711 & 320.2 " 98.07 " 126.2 " 15.58 " 3.738" 30
31 0.000& 0.000& 566.6 " 1384 & 295.3 " 105.2 " 3.304" 31
Mean 0.202& 0.000& 0.000& 136.4 & 193.2 " 368.8 " 993.5 &1058 & 185.5 " 102.1 " 37.88 " 9.199"
Median 0.000& 0.000& 0.000& 42.98 & 91.12 " 257.2 " 854.7 & 781.9 & 171.5 " 86.73 " 35.62 " 11.01 "
Maximum 1.425& 0.000& 0.000&1360 & 656.3 " 945.8 "1950 &4399 & 377.2 " 200.5 " 79.30 " 14.82 "
Minimum 0.000& 0.000& 0.000& 0.000& 20.19 " 109.9 " 401.0 & 295.3 & 97.84 " 49.06 " 15.58 " 3.304"
Total 6.27& 0.00& 0.00& 4091 & 5990 "11064 "30800 &32807 & 5565 " 3165 " 1136 " 285.2 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 260.0 & " ... Relative Uncertainty +/-10%
Ann. Median 62.47 & & ... Relative Uncertainty +/-30%
Annual Total 94911 &
Maximum Minimum
Daily 4399 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1975
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.969" 0.275" 0.000& 3.053" 12.75 " 135.2 " 199.8 "1128 " 273.2 " 127.3 " 36.36 " 13.04 " 1
2 2.767" 0.172" 0.000& 6.106" 11.27 " 197.4 " 222.8 " 917.4 " 241.0 " 112.5 " 35.79 " 12.08 " 2
3 3.798" 0.102" 0.000& 11.96 " 10.46 " 105.7 " 187.3 " 871.1 " 200.8 " 101.7 " 34.11 " 11.15 " 3
4 3.691" 0.049& 0.000& 11.03 " 45.75 " 73.56 " 152.4 " 679.0 " 182.1 " 101.2 " 32.49 " 10.46 " 4
5 2.984" 0.000& 0.000& 10.36 " 117.4 " 57.08 " 133.1 " 569.9 " 166.5 " 166.6 " 30.73 " 17.50 " 5
6 3.396" 0.000& 0.000& 9.794" 84.77 " 67.05 " 121.5 " 496.9 " 154.5 " 227.3 " 28.23 " 30.16 " 6
7 3.106" 0.000& 0.000& 9.058" 40.91 " 171.4 " 117.0 " 458.0 " 162.2 " 151.4 " 26.16 " 29.12 " 7
8 3.628" 0.000& 0.000& 8.375" 28.52 " 123.8 " 119.2 " 516.7 " 177.9 " 122.4 " 24.89 " 27.36 " 8
9 3.889" 0.000& 0.000& 7.746" 23.71 " 81.78 " 129.1 " 448.8 " 155.9 " 116.3 " 23.86 " 30.92 " 9
10 3.479" 0.000& 0.000& 7.269" 21.06 " 65.07 " 119.1 " 393.6 " 142.2 " 133.3 " 22.24 " 35.86 " 10
11 3.217" 0.000& 0.000& 6.961" 19.68 " 54.97 " 374.2 " 332.2 " 132.9 " 111.8 " 21.03 " 31.25 " 11
12 2.620" 0.000& 0.000& 6.686" 18.37 " 47.45 " 629.2 " 294.2 " 127.0 " 96.54 " 20.12 " 30.17 " 12
13 1.765" 0.000& 0.000& 6.677" 17.15 " 42.21 " 345.6 " 264.6 " 125.0 " 87.94 " 20.26 " 28.50 " 13
14 1.506" 0.000& 0.000& 6.048" 16.38 " 39.07 " 238.9 " 239.8 " 118.8 " 85.22 " 19.65 " 25.88 " 14
15 1.183" 0.000& 0.000& 5.580" 15.94 " 39.83 " 199.5 " 220.3 " 193.3 " 114.9 " 19.62 " 23.79 " 15
16 0.774" 0.000& 0.000& 7.039" 15.74 " 149.8 " 183.3 " 230.5 " 436.4 " 115.2 " 28.99 " 21.62 " 16
17 0.509" 0.000& 0.000& 16.76 " 15.63 " 195.8 " 624.5 " 651.4 " 379.8 " 99.65 " 39.51 " 16.98 " 17
18 0.364" 0.000& 0.000& 34.54 " 15.85 " 105.7 " 652.0 " 822.8 " 239.5 " 155.9 " 32.52 " 17.54 " 18
19 0.355" 0.000& 0.000& 23.43 " 15.77 " 81.55 " 452.5 " 909.3 " 242.5 " 137.9 " 27.83 " 18.15 " 19
20 0.649" 0.000& 0.000& 18.94 " 30.85 " 100.7 " 840.4 " 562.7 " 574.5 " 105.5 " 24.34 " 20.15 " 20
21 0.658" 0.000& 0.000& 15.10 " 60.27 " 115.8 " 788.3 " 542.3 " 490.6 " 95.09 " 21.34 " 23.37 " 21
22 0.773" 0.000& 0.343& 12.42 " 38.12 " 85.23 " 662.6 " 422.0 " 300.8 " 81.14 " 20.11 " 21.31 " 22
23 0.808" 0.000& 1.672" 10.92 " 27.75 " 92.83 " 541.2 " 412.7 " 232.7 " 69.71 " 19.40 " 18.55 " 23
24 0.853" 0.000& 1.961" 9.800" 26.55 " 183.7 " 466.1 " 714.6 " 198.0 " 62.12 " 19.11 " 16.58 " 24
25 0.809" 0.000& 2.058" 9.301" 25.69 " 268.2 " 385.4 " 484.2 " 180.4 " 55.45 " 18.37 " 17.13 " 25
26 0.735" 0.000& 2.058" 10.45 " 23.55 "1012 " 325.6 " 385.5 " 233.0 " 50.09 " 17.46 " 16.77 " 26
27 0.644" 0.000& 2.000" 13.60 " 48.31 " 648.5 "1800 & 328.3 " 222.1 " 49.13 " 16.00 " 21.27 " 27
28 0.593" 0.000& 1.858" 14.80 " 122.7 " 362.9 "2255 & 291.8 " 171.8 " 44.68 " 15.50 " 23.08 " 28
29 0.907" 1.759" 15.89 " 78.74 " 282.4 "3792 " 266.1 " 155.2 " 42.54 " 14.88 " 25.93 " 29
30 0.602" 1.686" 14.51 " 76.35 " 234.5 "3690 " 246.5 " 141.3 " 40.24 " 14.05 " 26.12 " 30
31 0.428" 2.629" 79.63 " 1621 & 231.4 " 38.38 " 24.72 " 31
Mean 1.757" 0.021& 0.581& 11.47 " 38.24 " 174.0 " 721.6 & 494.6 " 225.1 " 99.97 " 24.17 " 22.15 "
Median 0.907" 0.000& 0.000& 10.08 " 25.69 " 105.7 " 374.2 & 448.8 " 187.7 " 101.2 " 21.79 " 21.62 "
Maximum 3.889" 0.275& 2.629& 34.54 " 122.7 "1012 "3792 &1128 " 574.5 " 227.3 " 39.51 " 35.86 "
Minimum 0.355" 0.000& 0.000& 3.053" 10.46 " 39.07 " 117.0 & 220.3 " 118.8 " 38.38 " 14.05 " 10.46 "
Total 54.46" 0.60& 18.02& 344.2 " 1186 " 5221 "22369 &15332 " 6752 " 3099 " 725.0 " 686.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 152.8 & " ... Relative Uncertainty +/-10%
Ann. Median 28.23 & & ... Relative Uncertainty +/-30%
Annual Total 55788 &
Maximum Minimum
Daily 3792 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1976
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 20.72 " 0.000& [ ] 4.423" 15.89 " 151.7 " 217.0 " 68.11 " 151.4 " 83.01 " 16.23 " 11.01 " 1
2 18.32 " 0.000& [ ] 4.835" 17.27 " 92.79 " 430.3 " 60.39 " 208.2 " 73.67 " 15.36 " 9.851" 2
3 16.89 " 0.000& [ ] 5.343" 17.68 " 72.52 " 242.4 " 57.51 " 389.8 " 161.1 " 14.02 " 8.964" 3
4 13.62 " 0.000& [ ] 4.881" 17.36 " 63.39 " 210.1 " 126.9 " 366.2 " 201.3 " 12.99 " 8.735" 4
5 9.009" 0.000& 6.870" 5.215" 16.51 " 59.14 " 281.9 " 133.8 " 384.8 " 133.9 " 11.95 " 7.725" 5
6 14.13 " 0.000& 5.334" 5.247" 16.03 " 52.75 " 192.6 " 93.92 " 280.9 " 103.9 " 11.52 " 7.235" 6
7 37.00 " [ ] 4.553" 4.737" 15.67 " 45.99 " 157.8 " 235.0 " 221.4 " 83.81 " 12.37 " 7.161" 7
8 66.80 " [ ] 4.036" 4.218" 15.65 " 42.21 " 136.4 " 299.6 " 183.7 " 69.81 " 27.84 " 7.430" 8
9 49.22 " [ ] 3.339" 5.892" 14.91 " 39.18 " 120.7 " 208.3 " 157.5 " 60.10 " 37.52 " 7.390" 9
10 38.45 " [ ] 3.175" 9.808" 14.51 " 37.26 " 106.6 " 146.7 " 141.4 " 52.32 " 52.23 " 8.148" 10
11 33.85 " [ ] 2.753" 6.953" 15.40 " 36.32 " 92.88 " 117.6 " 126.5 " 46.73 " 83.24 " 8.683" 11
12 32.69 " [ ] 5.785" 9.198" 16.86 " 35.38 " 85.60 " 103.0 " 116.7 " 43.73 " 92.76 " 8.124" 12
13 28.06 " [ ] 10.36 " 29.90 " 16.42 " 34.54 " 80.06 " 206.0 " 110.2 " 40.97 " 68.69 " 7.496" 13
14 23.57 " [ ] 5.991" 44.87 " 65.96 " 34.10 " 73.11 "1187 & 104.8 " 39.38 " 46.35 " 6.604" 14
15 20.99 " [ ] 3.922" 168.2 " 376.1 " 33.41 " 65.99 "2405 & 101.3 " 37.61 " 34.97 " 6.491" 15
16 18.15 " [ ] 2.777" 172.3 " 137.1 " 32.18 " 61.89 "1046 " 92.98 " 34.12 " 28.41 " 6.182" 16
17 16.80 " [ ] 2.577" 79.40 " 64.48 " 30.84 " 58.13 " 618.3 " 88.69 " 31.81 " 24.17 " 4.998" 17
18 14.54 " [ ] 2.142" 44.63 " 42.39 " 30.11 " 54.83 " 482.5 " 214.9 " 34.64 " 20.68 " 4.404" 18
19 12.09 " [ ] 2.118" 34.26 " 35.51 " 32.80 " 52.23 " 410.4 " 167.7 " 59.32 " 18.81 " 3.443" 19
20 10.42 " [ ] 2.078" 30.16 " 72.38 " 66.93 " 72.24 " 350.6 " 116.0 " 57.15 " 16.51 " 3.139" 20
21 8.037" [ ] 2.005" 26.74 " 140.0 " 84.19 " 103.9 " 337.6 " 95.00 " 41.89 " 14.97 " 3.096" 21
22 4.370" [ ] 1.932" 23.39 " 80.63 " 396.9 " 92.79 " 268.0 " 83.39 " 34.74 " 13.55 " 4.302" 22
23 2.659" [ ] 2.313" 21.21 " 50.83 " 270.8 " 81.17 " 226.7 " 76.64 " 33.37 " 12.23 " 5.887" 23
24 1.434" [ ] 2.175" 19.64 " 40.66 " 157.1 " 116.3 " 201.3 " 72.34 " 32.16 " 11.69 " 6.033" 24
25 0.610" [ ] 2.304" 18.87 " 36.09 " 117.8 " 116.1 " 179.6 " 68.00 " 29.78 " 10.96 " 4.783" 25
26 0.457" [ ] 2.801" 18.10 " 34.03 " 97.58 " 91.16 " 160.0 " 72.55 " 27.51 " 10.77 " 3.381" 26
27 0.559" [ ] 3.480" 17.25 " 32.59 " 84.16 " 80.54 " 153.5 " 81.80 " 24.89 " 10.82 " 2.240" 27
28 0.399" [ ] 3.616" 16.33 " 30.27 " 76.24 " 72.57 " 235.3 " 143.6 " 21.98 " 12.04 " 1.816" 28
29 0.259" [ ] 3.560" 15.45 " 60.90 " 183.5 " 72.96 " 391.0 " 107.6 " 19.86 " 12.65 " 1.684" 29
30 0.228" 3.838" 14.78 " 143.0 " 237.9 " 73.37 " 225.4 " 94.64 " 18.79 " 11.89 " 1.489" 30
31 0.058& 4.119" 178.7 " 76.65 " 169.8 " 18.09 " 1.383" 31
Mean 16.59 & 0.000& 3.702" 28.87 " 59.09 " 90.99 " 121.6 " 351.8 & 154.0 " 56.50 " 25.61 " 5.784"
Median 14.13 & 0.000& 3.339" 16.79 " 34.03 " 61.27 " 91.16 " 208.3 & 116.3 " 40.97 " 15.16 " 6.182"
Maximum 66.80 & 0.000& 10.36 " 172.3 " 376.1 " 396.9 " 430.3 "2405 & 389.8 " 201.3 " 92.76 " 11.01 "
Minimum 0.058& 0.000& 1.932" 4.218" 14.51 " 30.11 " 52.23 " 57.51 & 68.00 " 18.09 " 10.77 " 1.383"
Total 514.4 & 0.00& 99.95" 866.2 " 1832 " 2730 " 3770 "10906 & 4621 " 1751 " 768.2 " 179.3 "
Missing Days 0 23 4 0 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 82.71 & " ... Relative Uncertainty +/-10%
Ann. Median 34.10 & & ... Relative Uncertainty +/-30%
Annual Total 28038 & [ ... Not Available
Missing Days 27
Maximum Minimum
Daily 2405 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1977
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.187" 0.000& 0.000& 0.000& 1.172! 20.47 " 56.27 " 184.7 " 119.2 " 92.88 " 49.99 " 5.235" 1
2 1.363" 0.000& 0.000& 0.000& 1.779! 20.56 " 115.0 " 400.7 " 110.4 " 92.23 " 33.38 " 5.956" 2
3 1.352" 0.000& 0.000& 0.000& 2.582! 19.73 " 89.38 " 261.5 " 101.7 " 127.2 " 26.57 " 5.838" 3
4 1.178" 0.000& 0.000& 0.000& 3.802! 20.05 " 58.53 " 261.0 " 94.45 " 117.0 " 22.41 " 5.772" 4
5 1.013" 0.000& 0.000& 0.000& 4.977! 58.35 " 46.45 " 169.8 " 89.50 " 75.07 " 19.34 " 4.372" 5
6 1.120" 0.000& 0.000& 0.000& 4.858" 60.19 " 41.60 " 148.6 " 84.74 " 53.65 " 18.90 " 3.565" 6
7 0.682" 0.000& 0.000& 0.000& 5.291" 36.66 " 39.02 " 126.6 " 155.1 " 45.72 " 16.88 " 2.842" 7
8 0.508" 0.000& 0.000& 0.000& 6.345" 28.08 " 38.06 " 460.2 " 174.2 " 76.37 " 15.81 " 2.139" 8
9 0.301" 0.000& 0.000& 0.000& 7.041" 26.66 " 41.41 " 449.3 " 116.6 " 70.12 " 14.71 " 1.898" 9
10 0.258" 0.000& 0.000& 0.000& 8.824" 33.83 " 43.09 "1104 " 95.59 " 56.33 " 13.74 " 1.221" 10
11 0.245" 0.000& 0.000& 0.000& 11.53 " 46.24 " 41.49 "1112 " 84.33 " 65.37 " 12.53 " 1.245" 11
12 0.475" 0.000& 0.000& 0.000& 11.22 " 54.35 " 50.29 " 710.6 " 75.85 " 80.26 " 11.86 " 1.143" 12
13 0.338" 0.000& 0.000& 0.000& 9.982" 42.21 " 49.89 " 755.9 " 69.10 " 70.32 " 11.27 " 0.877" 13
14 0.210" 0.000& 0.000& 0.000& 8.321" 93.19 " 39.65 " 511.2 " 61.34 " 49.70 " 10.25 " 0.633" 14
15 0.183" 0.000& 0.000& 0.000& 15.85 " 179.4 " 35.05 " 381.2 " 60.07 " 41.09 " 10.26 " 0.561" 15
16 0.106" 0.000& 0.000& 0.000& 124.7 " 235.2 " 32.11 " 312.2 " 79.20 " 35.95 " 8.397" 0.289" 16
17 0.018& 0.000& 0.000& 0.000& 112.7 " 226.4 " 65.10 " 266.2 " 96.31 " 32.26 " 8.138" 0.129" 17
18 0.025& 0.000& 0.000& 0.000& 115.0 " 127.5 " 166.6 " 365.2 " 88.07 " 29.22 " 7.106" 0.043& 18
19 0.001& 0.000& 0.000& 0.000& 79.69 " 96.62 " 165.1 " 609.3 " 69.09 " 26.30 " 6.337" 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 43.17 " 82.00 " 371.1 " 503.2 " 54.57 " 23.86 " 6.219" 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 32.50 " 72.25 " 387.4 " 367.2 " 49.70 " 21.32 " 5.769" 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 32.14 " 62.89 " 228.0 " 349.5 " 52.75 " 17.92 " 4.938" 0.000& 22
23 0.094& 0.000& 0.000& 0.000& 31.89 " 53.85 " 169.4 " 310.7 " 54.36 " 16.17 " 4.537" 0.000& 23
24 1.041" 0.000& 0.000& 0.000& 32.77 " 47.87 " 132.6 " 265.3 " 52.20 " 15.36 " 4.892" 0.000& 24
25 0.736" 0.000& 0.000& 0.000& 54.94 " 44.67 " 111.3 " 274.5 " 47.60 " 15.43 " 6.697" 0.000& 25
26 0.663" 0.000& 0.000& 0.000& 50.68 " 52.94 " 96.33 " 248.8 " 42.62 " 14.79 " 9.651" 0.000& 26
27 0.461" 0.000& 0.000& 0.000& 34.71 " 62.95 " 85.62 " 222.0 " 40.89 " 17.95 " 9.163" 0.000& 27
28 0.400" 0.000& 0.000& 0.003& 28.93 " 47.41 " 78.00 " 209.7 " 39.18 " 29.55 " 8.143" 0.000& 28
29 0.272" 0.000& 0.375" 25.60 " 40.47 " 72.09 " 171.3 " 37.37 " 29.01 " 6.854" 0.000& 29
30 0.100" 0.000& 0.742! 23.97 " 42.81 " 70.86 " 146.6 " 45.06 " 40.66 " 5.800" 0.000& 30
31 0.000& 0.000& 21.80 " 66.49 " 129.5 " 57.78 " 0.000& 31
Mean 0.462& 0.000& 0.000& 0.037! 30.61 ! 67.86 " 99.46 " 380.3 " 78.04 " 49.58 " 13.02 " 1.411&
Median 0.301& 0.000& 0.000& 0.000! 21.80 ! 50.40 " 66.49 " 310.7 " 72.48 " 41.09 " 9.952" 0.289&
Maximum 1.363& 0.000& 0.000& 0.742! 124.7 ! 235.2 " 387.4 "1112 " 174.2 " 127.2 " 49.99 " 5.956&
Minimum 0.000& 0.000& 0.000& 0.000! 1.172! 19.73 " 32.11 " 126.6 " 37.37 " 14.79 " 4.537" 0.000&
Total 14.33& 0.00& 0.00& 1.12! 948.8 ! 2036 " 3083 "11788 " 2341 " 1537 " 390.5 " 43.76&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 60.78 ! ! ... Not reviewed / Quality not known
Ann. Median 11.53 ! " ... Relative Uncertainty +/-10%
Annual Total 22183 ! & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1112 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1978
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 4.846" 36.59 " 252.1 " 368.9 " 78.03 " 251.9 " 12.94 " 5.442" 1
2 0.000& 0.000& 0.000& 0.000& 5.192" 46.15 " 194.4 " 327.7 " 71.22 " 414.0 " 13.74 " 6.724" 2
3 0.000& 0.000& 0.000& 0.000& 5.774" 44.28 " 162.5 " 298.5 " 66.91 " 214.9 " 17.02 " 6.803" 3
4 0.000& 0.000& 0.000& 0.000& 6.173" 45.56 " 142.9 " 286.7 " 71.51 " 153.4 " 16.49 " 6.628" 4
5 0.000& 0.000& 0.000& 0.000& 6.399" 44.09 " 134.9 " 463.0 " 72.10 " 126.2 " 15.33 " 6.058" 5
6 0.000& 0.000& 0.000& 0.000& 6.795" 49.46 " 185.7 " 362.3 " 62.51 " 110.4 " 14.54 " 4.557" 6
7 0.000& 0.000& 0.000& 0.000& 4.989" 42.00 " 188.0 " 271.3 " 55.52 " 97.26 " 14.17 " 3.644" 7
8 0.000& 0.000& 0.000& 0.000& 5.326" 33.99 " 129.4 " 231.4 " 52.15 " 86.76 " 12.98 " 2.923" 8
9 0.000& 0.000& 0.000& 0.000& 5.675" 36.68 " 106.9 " 205.9 " 83.96 " 78.64 " 12.11 " 2.818" 9
10 0.000& 0.000& 0.000& 0.000& 6.215" 39.11 " 92.99 " 189.6 " 194.2 " 69.77 " 10.99 " 3.027" 10
11 0.000& 0.000& 0.000& 0.000& 5.892" 36.64 " 89.08 " 177.1 " 388.5 " 61.76 " 10.49 " 2.585" 11
12 0.000& 0.000& 0.000& 0.000& 5.504" 33.70 " 149.1 " 165.2 " 228.7 " 53.92 " 8.841" 3.075" 12
13 0.000& 0.000& 0.000& 0.000& 5.686" 30.89 " 159.0 " 157.3 " 140.6 " 47.12 " 8.128" 2.760" 13
14 0.000& 0.000& 0.000& 0.000& 10.71 " 29.85 " 306.6 " 148.2 " 114.4 " 43.19 " 7.734" 2.631" 14
15 0.000& 0.000& 0.000& 0.002& 49.60 " 43.27 "1842 & 137.4 " 449.2 " 41.43 " 7.227" 2.223" 15
16 0.000& 0.000& 0.000& 0.158" 58.93 " 38.57 "2292 & 134.3 " 533.8 " 39.23 " 7.185" 1.723" 16
17 0.000& 0.000& 0.000& 0.259" 30.28 " 33.32 "1622 & 139.0 " 240.9 " 36.07 " 7.303" 2.008" 17
18 0.000& 0.000& 0.000& 7.601" 20.10 " 28.89 "1805 & 146.9 " 181.1 " 33.60 " 7.630" 1.949" 18
19 0.000& 0.000& 0.000& 38.08 " 29.80 " 29.97 "1703 & 138.4 " 265.0 " 31.20 " 6.941" 7.721" 19
20 0.000& 0.000& 0.000& 23.42 " 65.20 " 38.76 "2791 & 120.5 " 302.1 " 29.22 " 6.494" 17.82 " 20
21 0.000& 0.000& 0.000& 12.98 " 110.5 " 48.27 "4074 " 111.7 " 205.2 " 27.21 " 5.772" 13.15 " 21
22 0.000& 0.000& 0.000& 8.633" 169.9 " 258.7 "1889 & 103.4 " 168.6 " 25.20 " 4.949" 10.78 " 22
23 0.000& 0.000& 0.000& 6.650" 86.20 " 496.5 "1234 " 96.77 " 206.7 " 25.06 " 4.085" 10.18 " 23
24 0.000& 0.000& 0.000& 5.372" 45.71 " 424.7 "1002 " 98.82 " 252.9 " 23.99 " 4.598" 9.894" 24
25 0.000& 0.000& 0.000& 4.499" 40.17 " 271.5 "1587 & 91.87 " 185.0 " 22.99 " 7.359" 7.959" 25
26 0.000& 0.000& 0.000& 4.618" 45.31 " 211.7 " 941.6 " 83.77 " 141.9 " 21.72 " 9.473" 6.337" 26
27 0.000& 0.000& 0.000& 4.329" 54.09 " 540.1 " 738.6 " 79.15 " 121.3 " 20.62 " 8.853" 5.074" 27
28 0.000& 0.000& 0.000& 4.067" 96.48 " 378.5 " 612.7 " 76.38 " 106.8 " 18.64 " 7.481" 4.109" 28
29 0.000& 0.000& 4.334" 100.3 " 479.2 " 535.7 " 101.7 " 94.36 " 16.97 " 6.209" 3.683" 29
30 0.000& 0.000& 4.473" 59.88 " 413.5 " 467.2 " 99.67 " 88.18 " 15.64 " 5.699" 2.949" 30
31 0.000& 0.000& 42.08 " 433.5 " 84.81 " 14.06 " 2.476" 31
Mean 0.000& 0.000& 0.000& 4.316& 38.38 " 142.8 " 898.8 & 177.3 " 174.1 " 72.65 " 9.425" 5.474"
Median 0.000& 0.000& 0.000& 0.080& 29.80 " 43.68 " 467.2 & 139.0 " 141.3 " 39.23 " 7.931" 4.109"
Maximum 0.000& 0.000& 0.000& 38.08 & 169.9 " 540.1 "4074 & 463.0 " 533.8 " 414.0 " 17.02 " 17.82 "
Minimum 0.000& 0.000& 0.000& 0.000& 4.846" 28.89 " 89.08 & 76.38 " 52.15 " 14.06 " 4.085" 1.723"
Total 0.00& 0.00& 0.00& 129.5 & 1190 " 4284 "27864 & 5498 " 5223 " 2252 " 282.8 " 169.7 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 128.5 & " ... Relative Uncertainty +/-10%
Ann. Median 12.94 & & ... Relative Uncertainty +/-30%
Annual Total 46893 &
Maximum Minimum
Daily 4074 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1979
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.803" 0.000& 0.000& 3.308" 12.47 " 21.59 " 146.9 " 104.5 " 125.6 " 37.87 " 9.254" 4.877" 1
2 1.397" 0.000& 0.000& 2.948" 11.63 " 31.59 " 128.0 " 92.80 " 117.4 " 50.52 " 9.434" 4.270" 2
3 1.135" 0.000& 0.000& 3.015" 10.29 " 39.96 " 114.0 " 85.84 " 118.7 " 45.55 " 9.098" 3.774" 3
4 1.673" 0.000& 0.000& 2.891" 9.938" 40.82 " 110.5 " 80.85 " 113.6 " 42.67 " 8.768" 3.644" 4
5 0.826" 0.000& 0.000& 3.015" 9.650" 34.81 " 146.4 " 77.54 " 104.7 " 40.07 " 8.629" 3.361" 5
6 0.872" 0.000& 0.000& 2.962" 9.171" 28.93 " 151.1 " 82.59 " 114.8 " 38.38 " 9.271" 3.832" 6
7 0.718" 0.000& 0.000& 3.250" 9.028" 24.86 " 392.2 " 118.3 " 112.0 " 38.38 " 12.18 " 3.884" 7
8 0.854" 0.000& 0.000& 3.265" 8.741" 25.24 " 295.0 " 113.0 " 108.8 " 37.50 " 17.30 " 3.662" 8
9 0.862" 0.000& 0.000& 2.582" 8.201" 33.32 " 252.2 " 91.84 " 125.2 " 36.10 " 19.98 " 3.072" 9
10 0.636" 0.000& 0.000& 2.408" 7.866" 109.4 " 189.3 " 81.92 " 128.1 " 33.86 " 23.03 " 2.789" 10
11 0.656" 0.000& 0.000& 2.501" 7.847" 293.5 " 250.7 " 76.40 " 98.65 " 33.43 " 23.94 " 2.524" 11
12 0.951" 0.000& 0.000& 2.605" 7.979" 140.4 " 320.9 " 70.38 " 85.32 " 34.45 " 26.98 " 2.271" 12
13 0.826" 0.000& 0.000& 2.906" 7.543" 85.41 " 244.5 " 64.13 " 78.62 " 31.91 " 68.62 " 2.191" 13
14 0.534" 0.000& 6.213& 3.091" 7.852" 64.33 " 246.3 " 60.91 " 77.26 " 29.83 " 72.36 " 2.244" 14
15 0.647" 0.000& 37.56 " 13.64 " 7.810" 52.38 " 362.4 " 60.64 " 81.47 " 27.90 " 39.30 " 1.776" 15
16 0.718" 0.000& 29.49 " 51.16 " 7.426" 54.18 " 310.0 " 68.43 " 90.85 " 25.69 " 26.96 " 1.625" 16
17 0.706" 0.000& 16.27 " 39.21 " 7.629" 114.4 " 214.5 " 487.7 " 78.40 " 24.12 " 23.38 " 1.601" 17
18 0.671" 0.000& 10.92 " 54.47 " 7.758" 92.52 " 180.1 " 582.3 " 65.05 " 22.62 " 22.44 " 1.819" 18
19 0.634" 0.000& 7.756" 53.62 " 8.831" 60.29 " 169.0 "1242 " 55.93 " 21.76 " 19.66 " 1.904" 19
20 0.524" 0.000& 5.652" 51.52 " 15.07 " 46.13 " 199.2 " 670.2 " 58.57 " 27.60 " 17.07 " 1.877" 20
21 0.802" 0.000& 4.656" 33.65 " 80.47 " 42.11 " 156.8 " 391.9 " 99.34 " 40.19 " 15.35 " 1.621" 21
22 0.306" 0.000& 4.216" 22.17 " 92.04 " 41.00 " 135.6 " 303.9 " 126.4 " 35.29 " 13.69 " 1.379" 22
23 0.248" 0.000& 3.570" 17.74 " 73.38 " 315.7 " 132.1 " 253.5 " 88.56 " 28.43 " 12.64 " 1.290" 23
24 0.582" 0.000& 3.431" 16.99 " 84.14 " 539.5 " 122.9 " 304.4 " 69.16 " 23.10 " 11.60 " 0.905" 24
25 0.462" 0.000& 3.066" 18.57 " 55.09 " 251.2 " 109.2 " 475.6 " 65.58 " 19.48 " 10.74 " 0.455" 25
26 0.200" 0.000& 3.298" 18.96 " 34.73 " 185.5 " 101.2 " 295.4 " 60.88 " 16.81 " 9.625" 0.690" 26
27 0.040& 0.000& 3.043" 17.36 " 28.46 " 237.2 " 94.77 " 221.0 " 52.73 " 13.94 " 8.754" 0.637" 27
28 0.000& 0.000& 3.139" 14.46 " 29.11 " 215.0 " 91.04 " 191.8 " 47.15 " 11.84 " 7.417" 0.476" 28
29 0.000& 3.186" 12.34 " 29.91 " 309.0 " 185.9 " 169.4 " 42.73 " 10.72 " 6.592" 0.098" 29
30 0.000& 3.515" 11.74 " 25.68 " 201.8 " 176.6 " 153.4 " 39.26 " 10.20 " 5.567" 0.000& 30
31 0.000& 3.681" 22.35 " 125.7 " 137.2 " 9.850" 0.000& 31
Mean 0.654& 0.000& 4.924& 16.28 " 23.81 " 124.4 " 188.9 " 232.6 " 87.69 " 29.03 " 18.99 " 2.082&
Median 0.656& 0.000& 3.139& 12.04 " 9.938" 62.31 " 169.0 " 118.3 " 86.94 " 29.83 " 13.16 " 1.877&
Maximum 1.803& 0.000& 37.56 & 54.47 " 92.04 " 539.5 " 392.2 "1242 " 128.1 " 50.52 " 72.36 " 4.877&
Minimum 0.000& 0.000& 0.000& 2.408" 7.426" 21.59 " 91.04 " 60.64 " 39.26 " 9.850" 5.567" 0.000&
Total 20.28 & 0.000& 152.7 & 488.3 " 738.1 "3732 "5855 "7210 "2631 " 900.0 " 569.6 " 64.55 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 61.26 & " ... Relative Uncertainty +/-10%
Ann. Median 17.30 & & ... Relative Uncertainty +/-30%
Annual Total 22361 &
Maximum Minimum
Daily 1242 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1980
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 7.609& 89.27 " 390.4 " 403.1 " 252.4 " 100.9 " 26.83 " 11.47 " 1
2 0.000& 0.000& 0.000& 0.000& 6.938& 104.1 " 283.0 " 278.1 " 226.4 " 91.66 " 25.18 " 10.65 " 2
3 0.000& 0.000& 0.000& 0.000& 7.000& 92.38 " 235.0 " 230.5 " 213.0 " 83.36 " 25.42 " 10.27 " 3
4 0.000& 0.000& 0.000& 0.000& 6.180& 79.69 " 197.0 " 206.5 " 199.1 " 88.42 " 25.33 " 9.709" 4
5 0.000& 0.000& 0.000& 0.000& 109.7 & 85.20 " 174.9 " 315.5 " 172.3 " 92.68 " 25.57 " 9.041" 5
6 0.000& 0.000& 0.000& 0.000& 236.9 " 66.60 " 156.6 " 327.0 " 172.6 " 78.36 " 24.19 " 7.808& 6
7 0.000& 0.000& 0.000& 0.000& 86.41 " 53.67 " 140.7 " 233.4 " 188.9 " 67.70 " 21.54 " 6.597& 7
8 0.000& 0.000& 0.000& 0.000& 50.16 " 43.39 " 127.8 " 197.4 " 223.0 " 61.09 " 19.30 " 5.749& 8
9 0.000& 0.000& 0.000& 0.000& 47.58 " 36.91 " 121.9 " 473.4 " 176.7 " 57.00 " 17.07 " 5.426& 9
10 0.000& 0.000& 0.000& 0.000& 40.02 " 33.60 " 292.1 " 545.7 " 143.2 " 53.58 " 16.68 " 5.242& 10
11 0.000& 0.000& 0.000& 0.000& 32.45 " 31.37 " 664.8 # 322.3 " 125.9 " 49.42 " 15.17 " 5.167& 11
12 0.000& 0.000& 0.000& 0.000& 26.48 " 30.01 "1208 # 255.8 " 114.6 " 45.11 " 14.29 " 5.658& 12
13 0.000& 0.000& 0.000& 0.000& 22.50 " 30.15 " 838.9 " 222.4 " 113.4 " 41.76 " 14.66 " 5.173& 13
14 0.000& 0.000& 0.000& 0.000& 19.92 " 38.88 " 560.1 " 198.4 " 203.2 " 38.86 " 13.99 " 4.598& 14
15 0.000& 0.000& 0.000& 0.000& 18.12 " 61.15 " 539.3 " 179.8 " 159.8 " 50.86 " 12.77 " 3.755& 15
16 0.000& 0.000& 0.000& 0.000& 17.22 " 99.26 " 919.7 " 163.0 " 145.8 " 125.9 " 11.67 " 3.024& 16
17 0.000& 0.000& 0.000& 0.000& 16.61 " 76.55 " 526.3 " 169.0 " 141.6 " 84.66 " 13.01 " 2.533& 17
18 0.000& 0.000& 0.000& 0.000& 15.37 " 54.92 " 388.7 " 389.0 " 118.3 " 63.17 " 20.16 " 2.049& 18
19 0.000& 0.000& 0.000& 0.000& 14.11 " 43.52 " 318.5 " 298.6 " 105.3 " 53.88 " 20.28 " 1.822& 19
20 0.000& 0.000& 0.000& 5.486& 13.15 " 45.70 " 267.7 " 209.0 " 95.51 " 47.79 " 16.15 " 1.826& 20
21 0.000& 0.000& 0.000& 57.92 " 12.56 " 141.5 " 236.8 " 295.5 " 100.0 " 72.82 " 12.75 " 2.338& 21
22 0.000& 0.000& 0.000& 75.92 " 16.91 " 890.7 " 216.1 " 300.5 " 263.9 " 131.4 " 11.42 " 2.520& 22
23 0.000& 0.000& 0.000& 45.06 " 26.47 " 421.3 " 203.1 " 213.3 " 251.5 " 89.31 " 10.80 " 4.577& 23
24 0.000& 0.000& 0.000& 28.64 " 28.46 " 406.6 " 229.6 " 182.7 " 190.5 " 62.13 " 10.15 & 4.924& 24
25 0.000& 0.000& 0.000& 20.08 " 22.15 " 516.6 " 299.5 " 163.7 " 154.9 " 56.20 " 16.26 " 5.029& 25
26 0.000& 0.000& 0.000& 15.04 " 19.30 " 338.9 " 547.9 " 516.7 " 124.3 " 54.37 " 21.69 " 4.277& 26
27 0.000& 0.000& 0.000& 12.15 " 17.98 " 238.0 " 672.0 " 433.3 " 107.0 " 47.36 " 23.36 " 3.490& 27
28 0.000& 0.000& 0.000& 10.47 " 25.62 " 190.3 " 424.1 " 346.3 " 101.2 " 40.30 " 18.12 " 3.051& 28
29 0.000& 0.000& 0.000& 9.145" 40.99 " 280.5 " 312.9 " 297.0 " 142.0 " 35.63 " 14.46 " 2.727& 29
30 0.000& 0.000& 8.389& 73.53 " 805.9 " 265.5 " 363.4 " 122.2 " 32.83 " 12.15 " 2.999& 30
31 0.000& 0.000& 95.82 " 323.6 " 278.9 " 29.98 " 7.457& 31
Mean 0.000& 0.000& 0.000& 9.610& 37.88 & 180.9 " 389.8 # 290.6 " 161.6 " 65.44 " 17.68 & 5.192&
Median 0.000& 0.000& 0.000& 0.000& 22.15 & 82.45 " 299.5 # 278.9 " 150.4 " 57.00 " 16.47 & 4.924&
Maximum 0.000& 0.000& 0.000& 75.92 & 236.9 & 890.7 "1208 # 545.7 " 263.9 " 131.4 " 26.83 & 11.47 &
Minimum 0.000& 0.000& 0.000& 0.000& 6.180& 30.01 " 121.9 # 163.0 " 95.51 " 29.98 " 10.15 & 1.822&
Total 0.00& 0.00& 0.00& 288.3 & 1174 & 5427 "12083 # 9009 " 4848 " 2028 " 530.4 & 161.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 97.13 & " ... Relative Uncertainty +/-10%
Ann. Median 20.22 & # ... Relative Uncertainty +/-15%
Annual Total 35549 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1208 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 11.94 " 0.000& 1.088& 0.960& 7.001& 393.9 " 595.5 "1254 # 246.0 " 295.0 " 43.62 " 23.30 " 1
2 9.519& 0.000& 0.791& 1.123& 6.991& 329.6 " 482.5 " 906.0 " 230.2 " 437.6 " 51.74 " 22.54 " 2
3 6.185& 0.000& 0.362& 1.655& 5.490& 315.3 " 402.2 " 908.5 " 212.7 " 218.3 " 46.31 " 20.82 " 3
4 4.113& 0.000& 0.249& 3.712& 5.468& 222.4 " 348.6 "1040 " 207.6 " 162.3 " 40.67 " 19.34 " 4
5 3.361& 0.000& 0.161& 5.074& 5.030& 183.2 " 312.8 "1044 " 235.0 " 139.5 " 35.63 " 18.47 " 5
6 2.724& 0.000& 0.051& 6.523& 4.716& 403.1 # 283.3 " 785.6 " 214.8 " 129.8 " 34.15 " 18.25 " 6
7 2.105& 0.000& 0.022& 6.084& 4.614&1709 & 262.8 "1208 # 211.2 " 121.1 " 36.81 " 17.03 " 7
8 1.706& 0.000& 0.580& 5.265& 4.257&1692 & 285.4 "1060 # 495.4 " 116.6 " 41.12 " 16.25 " 8
9 1.319& 0.000& 0.273& 4.782& 4.251&1572 & 251.7 " 754.5 " 379.1 " 107.3 " 36.56 " 16.31 " 9
10 1.227& 0.000& 0.502& 4.320& 3.416& 765.8 " 226.1 "2040 & 254.4 " 97.30 " 32.61 " 15.99 " 10
11 0.729& 0.000& 0.971& 5.341& 3.748& 569.9 " 212.9 "2117 & 209.2 " 88.92 " 30.78 " 15.54 " 11
12 0.270& 0.000& 0.905& 4.827& 3.840& 960.7 " 242.1 "1432 & 185.3 " 81.99 " 31.59 " 14.96 " 12
13 0.146& 0.000& 0.662& 5.347& 3.886& 715.4 " 217.3 "1012 " 172.0 " 77.04 " 36.58 " 12.57 " 13
14 0.137& 0.000& 0.518& 5.003& 4.434& 462.2 " 197.2 "1065 # 158.5 " 73.26 " 31.76 " 11.27 " 14
15 0.083& 0.000& 1.021& 4.214& 5.087& 386.9 " 206.8 "1875 & 146.0 " 68.67 " 26.99 " 10.43 " 15
16 0.015& 0.000& 0.269& 3.460& 5.891& 429.6 " 200.7 "1506 # 149.5 " 63.51 " 21.08 " 9.143" 16
17 0.000& 0.000& 0.086& 3.325& 4.923& 358.6 " 329.3 "1237 # 211.4 " 61.81 " 17.18 " 8.342& 17
18 0.000& 0.000& 0.011& 3.166& 3.678& 300.6 " 636.0 " 932.4 " 204.5 " 64.13 " 15.47 " 7.826& 18
19 0.000& 0.000& 0.000& 2.863& 4.045& 268.9 " 535.5 "1014 " 179.7 " 59.65 " 14.75 " 7.811& 19
20 0.000& 0.000& 0.000& 3.706& 4.279& 295.2 " 317.0 " 963.9 " 232.6 " 54.95 " 15.06 " 7.457& 20
21 0.000& 0.000& 0.000& 3.941& 5.540& 321.6 " 335.7 " 708.1 " 232.8 " 51.95 " 14.99 " 7.267& 21
22 0.000& 0.000& 0.075& 3.584& 14.55 & 237.9 "1309 & 617.5 " 181.9 " 54.77 " 15.27 " 6.821& 22
23 0.000& 0.000& 0.262& 3.108& 18.69 " 206.5 "2301 & 559.1 " 157.5 " 50.92 " 15.97 " 6.332& 23
24 0.000& 0.000& 0.096& 3.283& 17.37 " 229.5 "1411 & 508.6 " 139.1 " 42.91 " 16.58 " 5.964& 24
25 0.000& 0.000& 0.023& 3.031& 187.0 " 390.4 "1253 # 471.3 " 129.9 " 38.10 " 17.94 " 5.386& 25
26 0.000& 0.000& 0.161& 2.619& 289.4 " 364.2 " 919.2 # 416.5 " 128.6 " 69.97 " 35.23 " 5.123& 26
27 0.000& 0.552& 0.345& 2.739& 307.4 " 937.0 #1499 # 364.1 " 118.1 " 102.9 " 46.69 " 4.646& 27
28 0.000& 0.786& 0.679& 3.144& 583.2 "1113 # 876.0 " 341.9 " 107.2 " 83.17 " 34.50 " 6.054& 28
29 0.000& 1.156& 3.974& 392.7 " 968.3 " 699.3 " 321.0 " 114.8 " 62.25 " 28.73 " 5.884& 29
30 0.000& 0.296& 6.852&2021 & 824.5 "1490 & 288.7 " 119.5 " 50.96 " 25.07 " 5.864& 30
31 0.000& 0.674& 819.4 # 1113 # 264.3 " 42.70 " 6.106& 31
Mean 1.470& 0.048& 0.396& 3.901& 153.3 & 597.6 & 637.2 & 936.0 & 198.8 " 102.2 " 29.71 " 11.58 &
Median 0.015& 0.000& 0.273& 3.709& 5.468& 392.1 & 348.6 & 932.4 & 194.9 " 73.26 " 31.67 " 9.143&
Maximum 11.94 & 0.786& 1.156& 6.852&2021 &1709 &2301 &2117 & 495.4 " 437.6 " 51.74 " 23.30 &
Minimum 0.000& 0.000& 0.000& 0.960& 3.416& 183.2 & 197.2 & 264.3 & 107.2 " 38.10 " 14.75 " 4.646&
Total 45.58& 1.34& 12.29& 117.0 & 4752 &17927 &19752 &29017 & 5965 " 3169 " 891.4 " 359.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 224.7 & " ... Relative Uncertainty +/-10%
Ann. Median 21.08 & # ... Relative Uncertainty +/-15%
Annual Total 82009 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2301 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 6.915& 7.617& 1.052& 3.932& 10.47 & 21.44 " 145.8 " 203.2 " 133.8 " 89.65 " 21.94 " 8.536& 1
2 6.193& 7.007& 0.382& 3.900& 21.61 " 22.15 " 130.4 " 898.5 " 132.3 " 95.89 " 21.58 " 7.461& 2
3 6.149& 6.538& 0.751& 3.988& 24.28 " 46.73 " 115.2 " 485.9 " 127.1 " 106.7 " 21.85 " 6.470& 3
4 6.152& 5.792& 0.772& 3.615& 18.41 " 39.10 " 147.6 " 317.9 " 117.0 " 144.6 " 22.75 " 5.745& 4
5 6.848& 5.371& 0.873& 4.114& 15.85 " 32.13 " 135.7 " 262.6 " 107.3 " 267.2 " 23.32 " 5.181& 5
6 7.229& 4.950& 1.107& 4.188& 13.41 " 25.66 " 235.6 " 229.9 " 97.97 " 191.0 " 22.48 " 4.659& 6
7 6.741& 3.882& 1.429& 4.969& 12.39 " 24.78 " 179.7 " 671.6 " 91.46 " 128.7 " 19.81 " 4.378& 7
8 6.352& 3.108& 0.831& 5.349& 15.50 " 147.6 " 135.4 " 917.9 " 86.50 " 104.1 " 18.09 " 4.599& 8
9 6.040& 2.693& 0.950& 5.826& 22.39 " 251.3 " 120.2 " 494.9 " 83.68 " 86.02 " 16.39 " 5.738& 9
10 5.508& 2.391& 1.046& 5.677& 21.96 " 155.7 " 121.1 " 362.4 " 78.91 " 73.57 " 14.47 " 7.376& 10
11 5.176& 2.148& 0.886& 5.369& 18.02 " 150.5 " 110.1 " 311.2 " 74.55 " 67.05 " 12.65 " 11.00 & 11
12 4.520& 2.097& 0.858& 5.589& 15.99 " 103.1 " 97.71 " 278.3 " 69.18 " 61.77 " 11.69 " 13.67 " 12
13 4.418& 2.175& 1.020& 5.174& 15.26 " 197.8 " 86.17 " 249.5 " 64.70 " 58.14 " 11.73 " 13.15 " 13
14 4.150& 2.522& 1.381& 5.513& 14.42 " 329.4 " 77.47 " 228.5 " 85.28 " 55.35 " 11.30 " 10.80 " 14
15 3.687& 2.577& 1.095& 5.500& 14.44 " 193.3 " 101.2 " 206.7 " 428.8 " 51.17 " 10.52 " 9.273" 15
16 3.173& 2.873& 1.281& 5.114& 15.44 " 347.1 " 325.7 " 187.4 " 595.4 " 46.18 " 9.257" 7.977& 16
17 2.817& 3.690& 1.316& 5.446& 17.17 " 285.5 " 297.3 " 170.3 " 325.5 " 41.24 " 8.750& 6.350& 17
18 3.085& 3.805& 1.691& 4.620& 17.01 " 618.9 " 178.4 " 175.5 " 206.3 " 37.96 " 8.092& 5.101& 18
19 2.850& 3.703& 1.704& 4.752& 16.07 " 511.5 " 155.4 " 367.4 " 165.2 " 34.80 " 7.464& 4.202& 19
20 6.490& 3.480& 2.155& 4.774& 14.09 " 276.8 " 708.2 " 277.9 " 149.1 " 31.87 " 7.121& 3.649& 20
21 90.40 " 2.933& 4.941& 5.509& 13.47 " 210.8 " 693.7 " 193.4 " 180.4 " 29.94 " 6.554& 3.469& 21
22 198.2 " 2.510& 21.37 " 5.422& 12.79 " 178.1 " 561.3 " 172.5 " 181.1 " 28.01 " 7.032& 3.988& 22
23 98.24 " 2.055& 16.26 " 5.867& 14.87 " 162.7 " 447.6 " 351.6 " 161.4 " 26.42 " 8.030& 4.070& 23
24 50.59 " 1.796& 11.77 " 6.784& 20.11 " 172.6 " 351.2 " 371.4 " 228.4 " 26.23 " 9.325& 4.758& 24
25 33.82 " 1.623& 9.385" 6.611& 23.73 " 206.0 " 338.8 " 233.7 " 243.2 " 33.76 " 10.23 " 5.090& 25
26 25.62 " 1.210& 7.478& 6.101& 25.95 " 182.4 " 274.1 " 196.5 " 179.0 " 46.36 " 11.42 " 4.563& 26
27 19.08 " 0.994& 7.438& 6.487& 32.69 " 139.0 " 282.6 " 176.6 " 140.3 " 36.34 " 11.76 " 3.824& 27
28 15.24 " 1.304& 6.054& 6.660& 37.28 " 122.4 " 278.2 " 158.9 " 119.3 " 30.95 " 11.11 " 3.366& 28
29 12.29 " 5.055& 6.633& 34.88 " 111.3 " 213.1 " 147.7 " 105.9 " 28.60 " 11.40 " 2.892& 29
30 10.31 " 4.197& 6.420& 31.55 " 102.6 " 185.6 " 138.4 " 96.48 " 26.79 " 9.802" 2.417& 30
31 8.777& 4.291& 25.96 " 167.9 " 134.2 " 24.11 " 2.536& 31
Mean 21.52 & 3.316& 3.897& 5.330& 19.60 & 179.0 " 238.7 " 308.8 " 161.8 " 68.08 " 13.26 & 6.009&
Median 6.490& 2.783& 1.381& 5.434& 17.01 & 159.2 " 178.4 " 233.7 " 129.7 " 46.36 " 11.41 & 5.090&
Maximum 198.2 & 7.617& 21.37 & 6.784& 37.28 & 618.9 " 708.2 " 917.9 " 595.4 " 267.2 " 23.32 & 13.67 &
Minimum 2.817& 0.994& 0.382& 3.615& 10.47 & 21.44 " 77.47 " 134.2 " 64.70 " 24.11 " 6.554& 2.417&
Total 667.1 & 92.84 & 120.8 & 159.9 & 607.5 &5369 "7398 "9572 "4855 "2110 " 397.9 & 186.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 86.40 & " ... Relative Uncertainty +/-10%
Ann. Median 18.02 & & ... Relative Uncertainty +/-30%
Annual Total 31537 &
Maximum Minimum
Daily 917.9 & 0.382&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 2.900& 0.000& 0.902& 256.4 " 4.497& 44.23 " 856.8 " 552.4 " 806.1 " 158.3 " 29.11 " 15.82 " 1
2 2.686& 0.000& 0.656& 71.88 " 5.580& 196.0 " 586.5 " 577.5 " 783.4 " 146.7 " 27.07 " 17.09 " 2
3 2.231& 0.000& 0.567& 32.84 " 6.821& 294.6 " 438.5 " 457.2 " 688.8 " 137.7 " 26.15 " 18.75 " 3
4 2.100& 0.000& 0.451& 21.10 " 7.472& 104.6 " 354.0 " 408.6 "1296 # 128.1 " 26.11 " 19.60 " 4
5 1.747& 0.000& 0.607& 15.54 " 8.859& 72.47 " 293.4 " 664.7 "1142 # 119.6 " 27.94 " 19.53 " 5
6 1.239& 0.000& 0.373& 12.88 " 9.400& 52.54 " 250.9 " 573.3 "1491 # 112.3 " 31.02 " 19.20 " 6
7 1.029& 0.000& 0.126& 11.33 " 11.12 " 36.59 " 230.5 " 420.3 "1613 # 105.3 " 51.42 " 17.29 " 7
8 1.335& 0.000& 0.105& 10.03 " 11.10 " 32.24 " 905.2 # 347.3 " 958.2 # 99.46 " 54.29 " 15.84 " 8
9 0.751& 0.000& 0.018& 9.339" 10.09 & 28.00 "1089 # 303.7 " 720.0 " 94.12 " 38.06 " 14.65 " 9
10 0.543& 0.000& 0.000& 8.431& 9.156& 25.14 " 583.1 " 276.8 " 601.6 " 88.30 " 31.76 " 14.22 " 10
11 0.455& 0.000& 0.000& 8.263& 8.615& 23.22 " 400.5 " 261.6 " 528.7 " 83.60 " 27.58 " 13.32 " 11
12 0.428& 0.000& 0.000& 6.870& 9.256& 21.03 " 328.0 " 428.5 " 751.7 " 98.38 " 82.94 " 12.72 " 12
13 0.350& 0.000& 0.000& 5.757& 9.257& 20.13 " 291.7 " 489.0 " 968.7 " 131.4 " 182.8 " 11.59 " 13
14 0.299& 0.000& 0.000& 4.368& 9.745" 18.55 " 263.8 " 458.4 " 699.0 " 110.8 " 87.88 " 10.75 " 14
15 0.262& 0.000& 0.000& 3.742& 9.552& 17.42 " 237.6 " 350.9 " 886.1 " 92.13 " 54.72 " 10.17 " 15
16 0.168& 0.000& 0.000& 3.655& 9.198& 16.45 " 212.8 " 273.3 " 829.0 " 81.43 " 58.02 " 9.698& 16
17 0.068& 0.000& 11.50 & 3.915& 8.367& 120.8 " 194.0 " 256.9 " 586.9 " 80.24 " 210.9 " 8.974& 17
18 0.004& 0.000& 4.272& 4.014& 8.397& 617.9 " 180.5 " 308.3 " 488.5 " 73.47 " 154.7 " 8.791& 18
19 0.000& 0.000& 6.740& 3.846& 8.461& 314.7 " 175.8 " 255.7 " 426.4 " 65.61 " 93.48 " 8.611& 19
20 0.000& 0.000& 4.000& 4.121& 8.446& 225.7 " 165.9 " 241.5 " 370.6 " 59.43 " 70.94 " 8.193& 20
21 0.000& 0.000& 2.572& 3.898& 8.651& 138.5 " 154.4 " 232.3 " 333.3 " 53.52 " 57.72 " 7.905& 21
22 0.000& 0.000& 1.869& 3.769& 8.133& 156.2 " 141.9 " 203.1 " 293.0 " 48.71 " 48.42 " 8.181& 22
23 0.000& 0.000& 1.511& 4.125& 8.164& 159.9 " 131.5 " 406.8 " 271.3 " 44.77 " 40.33 " 8.427& 23
24 0.000& 0.000& 1.293& 3.725& 7.557& 105.9 "1123 & 813.7 " 270.9 " 41.62 " 34.30 " 8.440& 24
25 0.000& 0.000& 1.150& 3.166& 8.253& 143.0 "1946 & 670.9 " 243.5 " 39.13 " 30.28 " 8.246& 25
26 0.000& 0.000& 0.987& 3.057& 9.790" 208.1 "2127 & 501.4 " 219.0 " 36.51 " 27.42 " 9.354& 26
27 0.000& 0.000& 1.023& 3.282& 10.79 " 173.6 "1105 # 422.4 " 207.9 " 36.21 " 25.18 " 15.10 " 27
28 0.000& 0.665& 0.610& 3.772& 11.54 "1093 # 726.7 " 475.9 " 196.7 " 35.28 " 22.33 " 21.92 " 28
29 0.000& 0.909& 4.227& 10.59 "2468 & 589.5 " 702.7 " 183.9 " 34.04 " 19.34 " 19.23 " 29
30 0.000& 0.961& 5.360& 10.05 "1441 & 995.0 " 552.2 " 170.9 " 32.65 " 17.10 " 19.08 " 30
31 0.000& 5.284& 9.438" 690.8 " 466.2 " 31.17 " 63.43 " 31
Mean 0.600& 0.024& 1.564& 17.89 & 8.914& 279.0 & 573.2 & 430.8 " 634.2 # 80.64 " 56.31 " 14.97 &
Median 0.168& 0.000& 0.656& 4.297& 9.156& 113.4 & 354.0 & 422.4 " 594.2 # 81.43 " 36.18 " 13.32 &
Maximum 2.900& 0.665& 11.50 & 256.4 & 11.54 &2468 &2127 & 813.7 "1613 # 158.3 " 210.9 " 63.43 &
Minimum 0.000& 0.000& 0.000& 3.057& 4.497& 16.45 & 131.5 & 203.1 " 170.9 # 31.17 " 17.10 " 7.905&
Total 18.59& 0.67& 48.49& 536.7 & 276.3 & 8369 &17770 &13354 "19025 # 2500 " 1689 " 464.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 175.5 & " ... Relative Uncertainty +/-10%
Ann. Median 21.03 & # ... Relative Uncertainty +/-15%
Annual Total 64052 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2468 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 73.93 " 1.144& 0.513& 7.272& 66.41 " 206.5 " 114.1 " 114.7 " 157.1 " 137.1 " 33.26 " 13.15 " 1
2 34.91 " 1.092& 0.299& 7.585& 49.79 " 185.1 " 104.5 " 318.9 " 195.2 " 144.2 " 32.11 " 12.49 " 2
3 25.26 " 0.862& 0.365& 6.695& 33.73 " 165.1 " 116.3 " 389.2 " 239.1 " 116.1 " 30.90 " 11.54 " 3
4 19.52 " 0.668& 30.34 & 6.194& 26.15 " 147.5 " 276.4 " 233.5 " 202.0 " 101.1 " 28.56 " 10.84 " 4
5 15.83 " 0.424& 55.45 " 6.029& 21.56 " 236.0 " 373.0 " 238.6 " 453.1 " 93.72 " 28.04 " 10.53 " 5
6 15.91 " 0.294& 27.04 " 5.494& 25.44 " 420.6 " 666.2 " 692.5 " 334.0 " 88.90 " 39.39 " 10.02 " 6
7 13.08 " 0.222& 16.59 " 5.397& 90.29 " 253.3 " 541.5 " 971.8 " 221.4 " 113.9 " 48.44 " 9.737" 7
8 10.73 " 0.195& 15.02 " 5.056& 177.6 " 185.8 " 483.4 " 659.4 " 221.3 " 153.2 " 119.0 " 9.572" 8
9 9.350" 0.199& 14.71 " 4.747& 186.7 " 160.5 " 346.0 " 513.9 " 421.1 " 135.0 " 162.3 " 9.883& 9
10 7.802& 0.164& 13.25 " 4.660& 183.5 " 146.0 " 274.7 " 379.8 " 307.0 " 104.0 " 99.94 " 10.80 " 10
11 6.904& 0.056& 11.55 " 192.8 & 121.7 " 136.4 " 237.9 " 322.1 " 216.7 " 89.24 " 61.98 " 10.66 " 11
12 6.126& 0.001& 10.26 " 85.16 " 107.8 " 142.3 " 210.7 " 288.3 " 185.1 " 83.86 " 44.13 " 10.40 " 12
13 5.453& 0.000& 9.016" 51.16 " 86.13 " 247.5 " 194.2 " 258.4 " 180.7 " 74.77 " 35.15 " 9.635" 13
14 5.477& 0.000& 8.049& 30.14 " 69.16 " 211.2 " 178.5 " 262.1 "1464 & 67.34 " 29.44 " 9.743" 14
15 5.588& 0.000& 7.515& 21.65 " 65.19 " 164.3 " 180.2 " 393.8 "1187 # 60.79 " 24.23 " 10.18 " 15
16 4.751& 0.000& 7.207& 17.45 " 72.48 " 143.6 " 242.6 " 430.4 " 583.1 " 55.62 " 23.03 " 10.07 " 16
17 4.658& 0.000& 6.923& 15.73 " 221.3 " 129.2 " 233.1 " 299.3 " 429.3 " 51.09 " 37.19 " 8.963& 17
18 4.310& 0.000& 6.607& 15.06 " 314.3 " 118.6 " 183.0 " 275.3 " 345.4 " 45.08 " 59.96 " 8.686& 18
19 3.853& 0.000& 9.389& 15.00 " 253.1 " 110.8 " 159.5 " 399.2 " 292.9 " 40.71 " 45.60 " 8.410& 19
20 3.444& 0.000& 16.16 " 12.47 " 569.4 " 108.7 " 160.7 " 338.1 " 247.8 " 36.41 " 34.15 " 7.941& 20
21 2.988& 0.000& 18.25 " 15.38 " 369.7 " 249.8 " 161.1 " 406.5 " 215.3 " 35.79 " 27.35 " 7.399& 21
22 2.510& 0.000& 16.29 " 16.58 " 243.8 " 334.3 " 141.1 " 410.3 " 193.6 " 35.62 " 21.32 " 6.129& 22
23 2.112& 0.000& 12.73 " 15.93 " 185.5 " 217.1 " 130.3 " 327.9 " 175.1 " 34.81 " 18.17 " 5.816& 23
24 1.666& 0.000& 10.60 " 14.26 " 164.0 " 167.0 " 121.9 " 277.2 " 159.8 " 34.11 " 17.77 " 5.292& 24
25 1.511& 0.000& 8.973& 13.12 " 204.3 " 163.0 " 115.4 " 240.1 " 147.6 " 33.18 " 24.44 " 4.675& 25
26 1.440& 0.789& 8.073& 15.74 " 314.1 " 163.4 " 175.2 " 220.0 " 137.3 " 31.80 " 21.49 " 4.888& 26
27 1.511& 1.865& 7.677& 21.09 " 501.5 " 139.4 " 220.7 " 202.1 " 128.0 " 30.57 " 17.84 " 7.683& 27
28 1.641& 1.121& 7.651& 16.51 " 628.7 " 125.7 " 175.2 " 187.7 " 118.8 " 28.43 " 16.47 " 16.89 " 28
29 1.709& 0.808& 7.623& 19.73 " 349.0 " 117.8 " 138.8 " 178.4 " 112.8 " 26.69 " 15.03 " 16.69 " 29
30 1.450& 7.573& 43.44 " 285.9 " 114.3 " 126.0 " 174.8 " 112.8 " 30.16 " 13.89 " 13.03 " 30
31 1.223& 7.648& 255.0 " 119.8 " 157.3 " 34.53 " 10.20 " 31
Mean 9.569& 0.342& 12.24 & 23.58 & 201.4 " 180.4 " 222.7 " 340.7 " 312.8 & 69.29 " 40.35 " 9.740&
Median 4.751& 0.056& 9.016& 15.22 & 183.5 " 163.2 " 178.5 " 299.3 " 216.0 & 55.62 " 30.17 " 9.883&
Maximum 73.93 & 1.865& 55.45 & 192.8 & 628.7 " 420.6 " 666.2 " 971.8 "1464 & 153.2 " 162.3 " 16.89 &
Minimum 1.223& 0.000& 0.299& 4.660& 21.56 " 108.7 " 104.5 " 114.7 " 112.8 & 26.69 " 13.89 " 4.675&
Total 296.6 & 9.90& 379.3 & 707.5 & 6243 " 5411 " 6902 "10562 " 9384 & 2148 " 1211 " 301.9 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 119.0 & " ... Relative Uncertainty +/-10%
Ann. Median 38.29 & # ... Relative Uncertainty +/-15%
Annual Total 43555 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1464 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 8.286& 43.60 & 0.000& 0.364& 10.58 " 23.23 " 975.9 # 171.9 " 307.4 " 98.11 " 19.27 " 4.601& 1
2 7.747& 24.88 " 0.000& 0.177& 9.727" 19.11 " 669.5 " 157.8 " 239.3 " 80.10 " 17.33 " 4.689& 2
3 7.215& 12.57 " 0.000& 0.147& 9.918" 17.21 " 306.0 " 302.8 " 208.5 " 70.46 " 20.97 " 4.584& 3
4 6.088& 7.819& 0.000& 0.170& 11.41 " 18.39 " 230.4 " 391.4 " 187.4 " 66.83 " 23.90 " 4.962& 4
5 4.802& 5.340& 0.000& 0.375& 11.93 " 34.37 " 177.7 " 442.3 " 170.5 " 64.20 " 20.34 " 5.382& 5
6 3.971& 3.444& 0.000& 0.885& 10.57 " 44.87 " 143.8 " 447.3 " 155.4 " 59.36 " 16.30 " 5.170& 6
7 3.365& 2.407& 0.000& 1.181& 10.06 " 59.99 " 120.2 " 278.8 " 143.2 " 54.17 " 14.47 " 4.796& 7
8 2.812& 1.953& 0.000& 10.21 & 9.066" 62.76 " 104.4 " 230.8 " 142.1 " 49.12 " 18.97 " 4.026& 8
9 2.125& 1.623& 0.000& 35.46 " 9.024" 50.93 " 93.94 " 248.1 " 153.3 " 45.18 " 24.84 " 3.393& 9
10 2.028& 1.739& 0.000& 51.30 " 8.718" 40.78 " 85.38 " 268.4 " 141.4 " 41.84 " 25.53 " 2.914& 10
11 1.720& 4.478& 0.889& 34.14 " 8.775" 35.88 " 121.2 " 203.7 " 126.5 " 37.35 " 22.27 " 2.600& 11
12 1.560& 5.079& 4.260& 26.57 " 8.747& 34.98 " 116.1 " 194.8 " 114.8 " 41.10 " 18.43 " 2.338& 12
13 1.582& 2.973& 3.080& 20.56 " 9.655" 31.65 " 260.2 " 180.4 " 105.3 " 57.31 " 15.42 " 2.381& 13
14 1.425& 2.334& 2.663& 15.43 " 9.660" 28.45 " 560.9 " 155.5 " 103.3 " 53.74 " 13.33 " 2.765& 14
15 1.155& 1.498& 2.473& 12.28 " 9.239" 26.90 " 277.0 " 141.2 " 102.5 " 43.69 " 12.18 " 3.107& 15
16 1.046& 0.928& 2.851& 10.06 " 8.938" 27.63 " 181.7 " 129.1 " 95.24 " 36.93 " 11.20 " 4.066& 16
17 0.879& 0.693& 2.282& 8.935& 8.744" 31.85 " 154.1 " 116.5 " 104.5 " 33.90 " 10.61 " 4.312& 17
18 0.680& 0.365& 2.060& 8.149& 8.661& 30.30 " 254.6 " 188.7 " 141.1 " 32.03 " 9.463" 4.175& 18
19 0.664& 0.174& 2.623& 7.452& 8.176& 25.99 " 326.3 " 669.1 " 125.9 " 30.31 " 8.372& 4.065& 19
20 0.722& 0.169& 2.182& 7.617& 7.967& 23.44 " 309.2 " 797.9 " 95.08 " 28.42 " 8.624& 5.159& 20
21 0.937& 0.085& 1.607& 6.960& 7.905& 24.45 " 215.5 " 426.2 " 110.8 " 28.48 " 8.153& 5.294& 21
22 1.368& 0.002& 1.539& 7.091& 7.124& 39.01 " 169.6 " 298.6 " 279.1 " 27.03 " 8.848& 4.787& 22
23 2.171& 0.000& 1.352& 6.815& 7.464& 42.07 " 148.6 " 308.9 " 206.3 " 26.84 " 9.829" 4.373& 23
24 1.922& 0.000& 1.482& 6.704& 7.264& 42.19 " 146.7 " 593.3 " 131.7 " 23.67 " 10.14 " 3.368& 24
25 1.711& 0.000& 1.162& 7.108& 7.677& 99.20 " 163.5 " 643.0 " 107.7 " 20.23 " 9.454" 2.926& 25
26 1.887& 0.000& 1.155& 7.248& 15.82 " 92.24 " 189.3 " 571.2 " 95.32 " 18.43 " 8.300& 2.389& 26
27 1.656& 0.000& 1.146& 8.746& 34.32 " 56.39 " 432.3 " 773.1 " 82.83 " 19.36 " 7.171& 2.147& 27
28 1.319& 0.000& 0.900& 9.465& 46.28 " 42.31 " 511.5 " 478.3 " 83.67 " 26.87 " 6.115& 2.173& 28
29 1.852& 0.859& 11.12 " 44.18 " 47.06 " 275.8 " 351.8 " 128.2 " 31.94 " 5.084& 2.295& 29
30 1.754& 0.762& 11.26 " 38.92 " 91.13 " 215.6 " 322.1 " 117.7 " 28.17 " 4.645& 1.867& 30
31 1.071& 1.055& 29.81 " 185.1 " 377.2 " 24.33 " 1.603& 31
Mean 2.501& 4.434& 1.238& 11.13 & 14.08 & 41.49 " 262.0 # 350.3 " 143.5 " 41.92 " 13.65 & 3.636&
Median 1.720& 1.561& 1.146& 7.883& 9.239& 35.43 " 189.3 # 302.8 " 127.4 " 36.93 " 11.69 & 4.026&
Maximum 8.286& 43.60 & 4.260& 51.30 & 46.28 & 99.20 " 975.9 # 797.9 " 307.4 " 98.11 " 25.53 & 5.382&
Minimum 0.664& 0.000& 0.000& 0.147& 7.124& 17.21 " 85.38 # 116.5 " 82.83 " 18.43 " 4.645& 1.603&
Total 77.52& 124.1 & 38.38& 334.0 & 436.3 & 1245 " 8122 #10860 " 4306 " 1300 " 409.6 & 112.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 74.97 & " ... Relative Uncertainty +/-10%
Ann. Median 12.28 & # ... Relative Uncertainty +/-15%
Annual Total 27365 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 975.9 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 1.445& 0.000& 23.00 " 8.463& 5.257& 37.46 " 422.3 "1024 # 254.9 " 81.66 " 31.80 " 15.28 " 1
2 1.308& 0.000& 18.76 " 8.125& 4.791& 34.94 " 427.2 " 555.9 " 226.4 " 75.71 " 29.54 " 16.32 " 2
3 0.994& 0.000& 15.83 " 8.542& 4.572& 33.02 " 632.7 " 423.9 " 217.0 " 70.73 " 28.59 " 13.48 " 3
4 0.663& 0.000& 13.29 " 8.239& 4.026& 31.65 " 472.6 " 357.3 " 210.3 " 70.70 " 31.22 " 11.43 " 4
5 0.489& 0.000& 11.82 " 8.593& 4.909& 30.87 " 335.0 " 317.4 " 193.1 " 74.10 " 32.54 " 10.78 " 5
6 0.360& 0.000& 10.51 " 7.914& 5.822& 30.66 " 352.1 " 316.6 " 176.6 " 77.93 " 30.88 " 10.06 " 6
7 0.244& 0.000& 8.811& 7.702& 12.43 & 30.69 " 297.6 " 342.0 " 162.4 " 73.77 " 28.32 " 8.744& 7
8 0.235& 0.000& 7.603& 7.233& 25.66 " 29.45 " 240.3 " 509.0 " 151.2 " 66.93 " 26.08 " 8.252& 8
9 0.275& 0.000& 7.457& 6.780& 26.84 " 32.07 " 209.8 " 638.9 " 144.1 " 61.55 " 29.42 " 7.701& 9
10 0.174& 0.000& 9.464& 6.977& 22.24 " 40.47 " 190.1 " 399.7 " 139.3 " 57.96 " 34.40 " 7.089& 10
11 0.046& 0.000& 12.97 " 6.417& 18.42 " 41.57 " 174.9 " 367.4 " 149.0 " 54.24 " 28.96 " 6.608& 11
12 0.000& 0.000& 14.31 " 6.367& 17.08 " 38.09 " 163.1 " 366.8 " 146.2 " 170.7 " 24.92 " 5.854& 12
13 0.000& 0.000& 14.00 " 5.885& 20.17 " 34.26 " 213.9 " 285.6 " 130.5 " 332.1 " 22.89 " 5.276& 13
14 0.000& 0.000& 11.76 " 6.334& 47.43 " 36.65 " 680.9 " 282.2 " 132.8 " 183.7 " 21.99 " 4.480& 14
15 0.000& 0.000& 10.14 " 6.786& 58.34 " 115.9 " 962.9 " 581.6 " 358.3 " 127.6 " 21.17 " 4.285& 15
16 0.000& 0.000& 8.931& 6.998& 39.14 " 183.6 " 479.5 " 383.2 " 320.2 " 110.9 " 19.88 " 3.818& 16
17 0.000& 0.000& 7.951& 6.606& 33.44 " 263.2 " 337.9 " 385.4 " 190.6 " 162.1 " 18.82 " 3.854& 17
18 0.000& 0.000& 7.523& 5.993& 26.82 " 141.6 " 290.8 " 576.7 " 165.9 " 145.6 " 17.38 " 3.831& 18
19 0.000& 0.000& 21.56 & 5.593& 24.35 " 95.84 " 259.6 " 419.1 " 175.8 " 109.1 " 15.30 " 3.246& 19
20 0.000& 0.000& 43.81 " 4.846& 58.12 " 75.95 " 230.2 " 425.5 " 171.7 " 90.69 " 13.69 " 2.535& 20
21 0.000& 18.35 & 34.78 " 4.872& 201.8 " 64.96 " 264.1 " 423.7 " 176.7 " 76.11 " 12.46 " 1.875& 21
22 0.000& 459.5 " 23.32 " 4.927& 232.0 " 59.32 " 612.3 " 850.1 " 152.6 " 63.68 " 11.45 " 1.934& 22
23 0.000& 187.4 " 16.75 " 5.478& 114.7 " 60.73 " 604.5 " 633.7 " 135.2 " 57.58 " 10.42 " 1.851& 23
24 0.000& 78.18 " 13.55 " 5.842& 71.78 " 65.27 " 396.5 " 530.4 " 121.0 " 52.94 " 9.957" 1.783& 24
25 0.000& 47.22 " 11.94 " 6.832& 73.57 " 471.6 " 306.9 " 510.3 " 113.2 " 48.42 " 9.367" 2.227& 25
26 0.000& 34.39 " 10.43 " 6.727& 120.1 " 749.3 " 256.5 " 403.5 " 108.7 " 44.25 " 8.414& 2.457& 26
27 0.000& 29.92 " 9.632" 6.377& 94.70 " 736.7 " 228.3 " 348.8 " 101.3 " 40.23 " 7.933& 2.198& 27
28 0.000& 26.91 " 9.304" 6.644& 68.66 "1142 # 206.1 " 417.3 " 94.19 " 37.33 " 7.688& 1.891& 28
29 0.000& 9.082& 6.421& 55.21 "1091 # 190.4 " 347.5 " 91.10 " 36.20 " 7.916& 1.531& 29
30 0.000& 9.398& 5.797& 47.23 " 620.6 " 371.2 " 294.6 " 88.81 " 35.70 " 10.73 & 1.752& 30
31 0.000& 8.836& 41.11 " 1325 # 283.9 " 33.89 " 1.496& 31
Mean 0.201& 31.50 & 14.08 & 6.677& 50.99 & 214.0 # 391.5 # 451.7 # 166.6 " 87.88 " 20.14 & 5.610&
Median 0.000& 0.000& 11.76 & 6.625& 33.44 & 60.03 # 306.9 # 403.5 # 151.9 " 70.73 " 20.52 & 3.854&
Maximum 1.445& 459.5 & 43.81 & 8.593& 232.0 &1142 #1325 #1024 # 358.3 " 332.1 " 34.40 & 16.32 &
Minimum 0.000& 0.000& 7.457& 4.846& 4.026& 29.45 # 163.1 # 282.2 # 88.81 " 33.89 " 7.688& 1.496&
Total 6.23& 881.9 & 436.5 & 200.3 & 1581 & 6419 #12135 #14002 # 4999 " 2724 " 604.1 & 173.9 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 121.0 & " ... Relative Uncertainty +/-10%
Ann. Median 29.45 & # ... Relative Uncertainty +/-15%
Annual Total 44163 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1325 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 2.720& 0.000& 0.000& 0.000& 19.19 " 22.64 " 165.4 "1096 # 167.9 " 79.45 " 53.66 " 56.68 " 1
2 1.738& 0.000& 0.000& 0.000& 21.20 " 21.56 " 153.3 " 674.2 " 155.2 " 68.60 " 43.81 " 32.68 " 2
3 1.077& 0.000& 0.000& 0.000& 19.34 " 20.93 " 260.9 " 527.5 " 143.4 " 63.99 " 35.41 " 22.92 " 3
4 1.345& 0.000& 0.000& 0.000& 15.85 " 23.59 " 405.8 " 429.4 " 133.0 " 62.41 " 29.67 " 16.26 " 4
5 0.375& 0.000& 0.000& 0.000& 13.78 " 25.27 " 243.1 " 359.6 " 126.6 " 58.85 " 24.75 " 13.15 " 5
6 0.553& 0.000& 0.000& 0.000& 12.10 " 44.90 " 185.5 " 315.6 " 119.9 " 69.46 " 21.06 " 11.49 " 6
7 0.422& 0.000& 0.000& 0.000& 11.07 " 157.5 " 164.8 " 279.3 " 111.6 " 79.18 " 18.38 " 10.46 " 7
8 0.269& 0.000& 0.000& 0.000& 66.17 " 120.6 " 404.6 " 248.7 " 103.9 " 61.72 " 16.36 " 20.40 " 8
9 0.152& 0.000& 0.000& 17.72 & 604.4 " 97.30 " 319.6 " 222.0 " 97.57 " 52.98 " 14.40 " 12.87 " 9
10 0.133& 0.000& 0.000& 14.79 " 373.4 " 111.0 " 209.4 " 203.4 " 91.06 " 46.07 " 12.80 " 10.35 " 10
11 0.049& 0.000& 0.000& 11.93 " 180.2 " 95.07 " 182.0 " 190.8 " 84.90 " 39.31 " 11.58 " 9.083& 11
12 0.003& 0.000& 0.000& 10.96 " 112.4 " 67.49 " 172.9 " 204.5 " 79.05 " 35.84 " 11.02 " 8.173& 12
13 0.000& 0.000& 0.000& 9.592" 85.13 " 55.69 " 177.5 " 312.5 " 72.61 " 221.9 " 10.14 " 7.068& 13
14 0.000& 0.000& 0.000& 8.132& 68.94 " 49.57 " 175.7 " 238.2 " 66.77 " 182.1 " 10.22 " 6.120& 14
15 0.000& 0.000& 0.000& 7.293& 61.58 " 74.84 " 171.5 " 187.2 " 61.11 " 127.9 " 11.27 " 5.579& 15
16 0.000& 0.000& 0.000& 6.308& 55.22 " 113.0 " 188.2 " 167.4 " 56.57 " 93.91 " 12.85 " 5.143& 16
17 0.160& 0.000& 0.000& 5.590& 48.49 " 124.6 " 162.1 " 153.7 " 53.69 " 73.05 " 12.81 " 4.362& 17
18 0.374& 0.000& 0.000& 4.741& 43.28 " 214.6 " 143.0 " 144.4 " 63.60 " 59.34 " 13.29 " 3.499& 18
19 0.329& 0.000& 0.000& 3.966& 39.55 " 754.0 " 129.4 " 133.9 " 89.01 " 50.37 " 13.15 " 2.884& 19
20 0.125& 0.000& 0.000& 4.294& 36.62 " 911.7 " 117.9 " 174.0 " 83.67 " 43.93 " 12.54 " 2.322& 20
21 0.035& 0.000& 0.000& 4.809& 35.17 " 549.1 " 108.1 " 457.3 " 69.31 " 39.36 " 11.96 " 2.066& 21
22 0.000& 0.000& 0.000& 10.11 & 34.85 " 464.1 " 115.9 " 295.7 " 60.90 " 35.88 " 11.23 " 1.866& 22
23 0.000& 0.000& 0.000& 9.900" 33.71 " 386.9 " 174.1 " 203.7 " 143.5 " 33.42 " 10.54 " 1.904& 23
24 0.000& 0.000& 0.000& 8.948" 32.87 " 284.6 " 188.7 " 173.7 " 181.7 " 31.64 " 10.00 " 4.793& 24
25 0.000& 0.000& 0.000& 66.70 " 32.19 " 255.3 " 148.6 " 394.6 " 121.7 " 30.95 " 9.297" 5.715& 25
26 0.000& 0.000& 0.000& 69.55 " 31.28 " 285.5 " 122.8 " 688.7 " 207.4 " 28.99 " 8.377& 5.449& 26
27 0.000& 0.000& 0.000& 41.95 " 29.80 " 248.5 " 109.3 " 358.5 " 261.9 " 26.81 " 7.601& 5.330& 27
28 0.000& 0.000& 0.000& 27.98 " 27.55 " 201.3 " 195.9 " 264.4 " 157.0 " 25.24 " 7.092& 5.558& 28
29 0.000& 0.000& 20.67 " 25.77 " 228.1 "2034 & 225.3 " 111.9 " 22.92 " 35.86 & 5.142& 29
30 0.000& 0.000& 17.04 " 24.14 " 201.1 "1969 & 197.5 " 92.36 " 24.44 " 99.22 " 3.965& 30
31 0.000& 0.000& 23.53 " 1581 & 180.8 " 34.32 " 3.569& 31
Mean 0.318& 0.000& 0.000& 12.77 & 71.57 " 207.0 " 351.0 & 313.0 # 112.3 " 61.43 " 20.01 & 9.898&
Median 0.035& 0.000& 0.000& 7.712& 33.71 " 122.6 " 175.7 & 238.2 # 100.8 " 50.37 " 12.81 & 5.579&
Maximum 2.720& 0.000& 0.000& 69.55 & 604.4 " 911.7 "2034 &1096 # 261.9 " 221.9 " 99.22 & 56.68 &
Minimum 0.000& 0.000& 0.000& 0.000& 11.07 " 20.93 " 108.1 & 133.9 # 53.69 " 22.92 " 7.092& 1.866&
Total 9.86& 0.00& 0.00& 383.0 & 2219 " 6210 "10880 & 9703 # 3369 " 1904 " 600.4 & 306.8 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 97.49 & " ... Relative Uncertainty +/-10%
Ann. Median 24.44 & # ... Relative Uncertainty +/-15%
Annual Total 35585 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2034 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 3.479& 0.000& 0.000& 0.000& 23.08 " 569.3 # 160.1 " 342.6 " 284.4 " 400.0 " 83.63 " 23.39 " 1
2 3.492& 0.000& 0.000& 0.000& 15.96 "1118 # 146.0 " 309.2 " 255.1 " 297.7 " 107.6 " 21.15 " 2
3 3.203& 0.000& 0.000& 0.000& 12.76 "1058 # 136.7 " 275.9 " 234.7 " 427.3 " 98.88 " 43.43 " 3
4 2.404& 0.000& 0.000& 0.000& 11.35 " 557.6 " 131.7 " 249.9 " 217.2 " 851.0 " 79.39 " 26.28 " 4
5 1.667& 0.000& 0.000& 0.000& 10.78 " 361.4 " 154.7 " 229.3 " 216.4 " 595.6 " 64.84 " 19.98 " 5
6 1.512& 0.000& 0.000& 0.000& 11.25 " 290.8 " 176.8 " 207.0 " 307.7 " 496.7 " 68.38 " 26.75 " 6
7 1.221& 0.000& 0.000& 0.000& 10.45 " 277.1 " 271.9 " 192.8 " 341.2 " 534.2 " 138.5 " 21.98 " 7
8 0.839& 0.000& 0.000& 0.000& 9.683" 289.0 " 346.3 " 182.8 " 283.6 " 389.5 " 127.1 " 15.15 " 8
9 0.620& 0.000& 0.000& 0.000& 8.598& 233.9 " 233.8 " 173.3 " 279.5 " 307.7 " 94.68 " 12.25 " 9
10 0.455& 0.000& 0.000& 0.000& 7.965& 239.9 " 183.5 " 208.5 " 268.5 " 262.0 " 69.90 " 11.24 " 10
11 0.356& 0.000& 0.000& 0.000& 7.309& 220.4 " 160.3 " 214.5 " 225.1 " 230.8 " 57.35 " 11.43 " 11
12 0.262& 0.000& 0.000& 0.000& 16.62 & 186.6 " 187.9 " 672.8 " 195.3 " 208.6 " 75.57 " 10.26 " 12
13 0.206& 0.000& 0.000& 0.000& 95.88 " 177.9 " 612.0 " 601.1 " 178.8 " 194.8 " 59.42 " 16.93 " 13
14 0.216& 0.000& 0.000& 0.000& 135.2 " 242.4 " 401.2 " 546.8 " 174.8 " 180.1 " 47.80 " 13.82 " 14
15 0.518& 0.000& 0.000& 0.000& 159.9 " 227.7 " 429.0 "1240 # 206.3 " 160.2 " 39.15 " 9.721" 15
16 0.727& 0.000& 0.000& 0.000& 100.3 " 237.4 " 383.7 "1410 # 178.8 " 144.6 " 35.14 " 8.458& 16
17 0.886& 0.000& 0.000& 0.000& 66.73 " 317.3 " 326.4 " 785.2 " 155.5 " 133.9 " 32.56 " 16.31 & 17
18 0.810& 0.000& 0.000& 0.000& 65.52 " 338.4 " 398.9 " 563.7 " 141.1 " 127.8 " 30.28 " 14.08 " 18
19 0.571& 0.000& 0.000& 0.000& 55.10 " 249.1 " 303.8 " 468.9 " 140.1 " 150.1 " 27.80 " 11.11 " 19
20 1.034& 0.000& 0.000& 0.000& 58.53 " 268.9 " 244.8 " 458.2 " 141.5 " 267.3 " 26.35 " 10.09 " 20
21 0.369& 0.000& 0.000& 0.000& 118.3 " 213.0 " 212.4 " 423.0 " 162.3 " 242.6 " 24.03 " 8.703& 21
22 0.203& 0.000& 0.000& 0.000& 109.4 " 174.7 " 193.1 " 338.2 " 262.0 " 169.3 " 22.87 " 10.87 & 22
23 0.139& 0.000& 0.000& 0.000& 79.26 " 159.0 " 643.3 & 301.3 " 308.7 " 138.4 " 23.68 " 12.62 " 23
24 0.136& 0.000& 0.000& 0.000& 63.32 " 146.0 "2597 & 279.7 " 200.1 " 121.5 " 23.12 " 9.415& 24
25 0.017& 0.000& 0.000& 0.000& 54.08 " 284.9 "2049 & 474.5 " 174.8 " 107.0 " 20.79 " 7.329& 25
26 0.000& 0.000& 0.000& 0.000& 52.20 " 607.3 "1057 # 487.8 " 180.7 " 98.75 " 17.71 " 5.537& 26
27 0.000& 0.000& 0.000& 0.000& 52.59 " 359.7 " 758.7 " 313.2 " 164.4 " 91.38 " 16.76 " 4.294& 27
28 0.000& 0.000& 0.000& 0.000& 48.57 " 247.2 " 630.2 " 262.1 " 203.5 " 83.83 " 15.59 " 3.491& 28
29 0.000& 0.000& 0.000& 34.97 & 41.65 " 205.4 " 522.7 " 453.5 " 472.0 " 76.55 " 17.98 " 2.895& 29
30 0.000& 0.000& 33.62 " 37.37 " 179.2 " 428.7 " 588.7 " 719.2 " 70.16 " 32.29 " 3.298& 30
31 0.000& 0.000& 49.04 " 375.9 " 355.9 " 66.50 " 3.249& 31
Mean 0.818& 0.000& 0.000& 2.286& 51.25 & 334.6 # 479.3 & 439.0 # 242.4 " 246.0 " 52.64 " 13.40 &
Median 0.455& 0.000& 0.000& 0.000& 49.04 & 248.1 # 326.4 & 342.6 # 211.3 " 180.1 " 37.14 " 11.24 &
Maximum 3.492& 0.000& 0.000& 34.97 & 159.9 &1118 #2597 &1410 # 719.2 " 851.0 " 138.5 " 43.43 &
Minimum 0.000& 0.000& 0.000& 0.000& 7.309& 146.0 # 131.7 & 173.3 # 140.1 " 66.50 " 15.59 " 2.895&
Total 25.34& 0.00& 0.00& 68.59& 1589 &10037 #14858 &13610 # 7273 " 7626 " 1579 " 415.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 156.0 & " ... Relative Uncertainty +/-10%
Ann. Median 48.19 & # ... Relative Uncertainty +/-15%
Annual Total 57081 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2597 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1989
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.805& 1.012& 8.964& 2.726! 11.63 " 93.30 " 145.9 " 246.4 " 156.9 " 108.2 " 52.84 " 7.766& 1
2 2.497& 0.933& 8.338& 2.440! 16.87 " 63.80 " 132.5 " 252.6 " 175.2 " 279.2 " 47.30 " 6.216& 2
3 2.352& 0.857& 7.520& 6.130! 14.61 " 52.38 " 130.7 " 309.1 " 156.3 " 474.5 " 42.45 " 5.394& 3
4 2.535& 0.779& 6.701& 9.914! 12.71 " 44.97 " 99.36 " 235.1 " 129.6 " 297.2 " 39.07 " 4.717& 4
5 1.927& 0.699& 5.333& 6.736! 11.05 " 40.37 " 82.83 " 193.9 " 112.7 " 242.2 " 34.57 " 3.970& 5
6 1.969& 0.547& 4.062& 5.734! 10.24 " 38.78 " 72.50 " 176.9 " 105.8 " 242.8 " 31.58 " 3.428& 6
7 1.766& 0.368& 3.035& 5.322! 9.556" 39.84 " 68.08 " 160.2 " 171.1 " 251.7 " 28.84 " 3.292& 7
8 2.235& 0.270& 2.181& 5.515! 8.972" 38.81 " 99.93 " 146.6 " 194.1 " 205.8 " 26.68 " 3.135& 8
9 3.707& 0.184& 1.845& 5.141! 8.638" 35.52 " 100.6 " 137.2 " 165.8 " 170.1 " 25.74 " 3.191& 9
10 5.027& 0.058& 1.393& 5.347! 8.551& 32.80 " 78.67 " 128.5 " 134.0 " 146.5 " 26.60 " 3.139& 10
11 4.247& 0.000& 1.012! 5.141! 8.499& 34.53 " 69.76 " 119.4 " 112.2 " 129.9 " 28.60 " 3.244& 11
12 3.667& 0.000& 0.514! 4.132! 8.452& 51.75 " 78.60 " 111.1 " 99.05 " 118.2 " 29.37 " 2.963& 12
13 3.502& 0.000& 0.488! 3.773! 8.429& 79.68 " 120.2 " 104.6 " 89.92 " 112.2 " 28.86 " 2.587& 13
14 3.324& 0.000& 0.331! 4.525! 7.780& 96.03 " 256.7 " 99.62 " 83.56 " 112.7 " 27.61 " 2.088& 14
15 3.151& 0.000& 0.375! 4.846! 8.136& 114.5 " 230.8 " 95.88 " 87.54 " 113.0 " 25.19 " 1.719& 15
16 2.984& 0.000& 0.409! 4.830! 13.97 " 66.99 " 146.6 " 90.83 " 83.68 " 100.3 " 21.52 " 1.555& 16
17 2.823& 0.000& 0.374! 4.889! 23.96 " 53.32 " 120.3 " 87.96 " 80.00 " 115.9 " 16.37 " 1.309& 17
18 2.664& 0.000& 0.341! 4.635! 27.56 " 47.36 " 106.3 " 787.4 " 92.11 " 236.7 " 12.69 " 1.120& 18
19 2.503& 0.000& 0.388! 4.327! 21.85 " 43.19 " 102.0 " 581.8 " 103.5 " 231.4 " 11.93 " 1.110& 19
20 2.346& 0.000& 0.448! 4.212! 18.29 " 40.58 " 331.4 " 286.9 " 155.8 " 152.1 " 12.95 " 0.913& 20
21 2.194& 0.000& 0.441! 3.924& 25.95 " 38.14 " 627.5 " 218.7 " 260.5 " 118.0 " 10.76 " 0.976& 21
22 2.050& 0.000& 0.579! 3.746& 29.22 " 36.81 " 409.1 " 175.6 " 243.9 " 99.68 " 9.164" 0.977& 22
23 1.915& 0.000& 0.634! 7.977& 78.00 " 35.82 " 303.1 " 151.5 " 165.1 " 86.14 " 9.215" 0.896& 23
24 1.788& 0.000& 0.593! 23.85 " 146.5 " 35.08 " 294.8 " 141.5 " 140.6 " 77.28 " 9.384" 1.093& 24
25 1.669& 0.000& 0.478! 22.72 " 72.74 " 34.63 " 306.7 " 134.1 " 117.9 " 72.54 " 8.932& 1.549& 25
26 1.561& 0.000& 0.397! 17.52 " 46.21 " 34.67 " 235.5 " 124.6 " 100.2 " 67.46 " 8.642& 3.569& 26
27 1.459& 0.000& 0.363! 13.30 " 51.21 " 33.49 " 321.0 " 118.5 " 92.66 " 60.05 " 8.015& 3.690& 27
28 1.362& 7.183& 0.421! 11.09 " 96.76 " 73.05 " 563.7 " 122.9 " 134.3 " 57.25 " 7.525& 2.800& 28
29 1.269& 0.609! 9.533" 82.43 " 106.7 " 467.6 " 144.3 " 144.3 " 58.54 " 7.994& 2.102& 29
30 1.179& 0.671! 8.849& 89.66 " 149.7 " 404.9 " 274.1 " 123.7 " 62.17 " 6.398& 1.865& 30
31 1.093& 3.570! 126.0 " 297.2 " 216.7 " 58.35 " 1.758& 31
Mean 2.438& 0.460& 2.026! 7.427! 35.63 & 56.22 " 219.5 " 199.2 " 133.7 " 150.3 " 21.89 & 2.714&
Median 2.346& 0.000& 0.593! 5.231! 16.87 & 41.89 " 145.9 " 146.6 " 126.6 " 115.9 " 23.36 & 2.587&
Maximum 5.027& 7.183& 8.964! 23.85 ! 146.5 & 149.7 " 627.5 " 787.4 " 260.5 " 474.5 " 52.84 & 7.766&
Minimum 1.093& 0.000& 0.331! 2.440! 7.780& 32.80 " 68.08 " 87.96 " 80.00 " 57.25 " 6.398& 0.896&
Total 75.57 & 12.89 & 62.81 ! 222.8 !1104 &1687 "6805 "6174 "4012 "4658 " 656.8 & 84.13 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 70.02 ! ! ... Not reviewed / Quality not known
Ann. Median 22.72 ! " ... Relative Uncertainty +/-10%
Annual Total 25556 ! & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 787.4 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1990
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.547& 131.9 " 16.45 " 34.01 " 48.49 " 72.65 " 65.56 " 309.2 " 198.0 " 108.0 " 79.13 " 9.335" 1
2 1.458& 104.1 " 18.99 " 33.00 " 45.73 " 61.06 " 62.51 " 906.4 # 183.8 " 99.64 " 70.84 " 8.542& 2
3 1.428& 95.38 " 23.09 " 32.56 " 43.15 " 58.21 " 59.81 "1130 # 172.2 " 97.40 " 63.71 " 8.360& 3
4 1.277& 78.44 " 20.91 " 29.29 " 54.90 " 52.89 " 59.14 "1166 # 159.8 " 94.98 " 56.02 " 11.22 & 4
5 1.146& 61.26 " 21.24 " 29.62 " 61.59 " 49.87 " 58.54 " 766.0 " 148.4 " 92.52 " 49.04 " 16.19 " 5
6 0.884& 52.60 " 21.36 " 26.85 " 58.16 " 153.9 " 57.42 " 558.3 " 138.3 " 94.56 " 42.69 " 17.71 " 6
7 0.629& 45.86 " 18.64 " 24.70 " 48.79 " 190.4 " 56.62 " 526.7 " 139.2 " 98.39 " 38.39 " 14.64 " 7
8 0.363& 39.57 " 16.44 " 22.31 " 45.15 " 270.0 " 55.60 " 481.7 " 145.3 " 102.1 " 34.64 " 9.527& 8
9 0.375& 36.44 " 14.25 " 20.33 " 45.01 " 272.3 " 55.06 " 381.2 " 149.1 " 103.4 " 34.19 " 9.982" 9
10 0.300& 36.66 " 13.00 " 21.60 " 43.24 " 194.9 " 129.8 " 416.7 " 194.2 " 155.8 " 32.19 " 10.88 " 10
11 0.259& 36.09 " 12.10 " 28.27 " 41.04 " 249.0 " 192.5 " 429.2 " 167.7 " 145.7 " 29.80 " 7.660& 11
12 0.240& 72.24 " 563.4 # 72.50 " 39.39 " 196.7 " 321.6 " 364.1 " 135.7 " 115.3 " 28.30 " 7.111& 12
13 0.113& 258.6 " 652.9 " 51.05 " 39.74 " 156.7 " 728.3 " 416.3 " 120.3 " 213.2 " 28.01 " 5.910& 13
14 0.019& 109.7 " 171.5 " 37.01 " 44.41 " 181.9 " 418.4 " 365.1 " 109.9 " 229.0 " 27.78 " 5.815& 14
15 0.000& 98.98 " 109.3 " 31.07 " 52.22 " 165.6 " 605.6 " 296.2 " 105.8 " 158.0 " 26.50 " 5.431& 15
16 0.000& 90.21 " 90.38 " 27.65 " 55.23 " 138.9 "1269 # 263.5 " 110.9 " 120.8 " 24.23 " 5.818& 16
17 0.000& 70.06 " 65.55 " 25.43 " 47.07 " 115.8 "1601 & 303.8 " 125.9 " 104.0 " 23.84 " 6.414& 17
18 0.000& 58.58 " 56.00 " 22.78 " 45.86 " 102.6 " 839.3 " 824.9 " 210.1 " 92.03 " 25.09 " 6.334& 18
19 0.000& 50.97 " 48.56 " 70.08 " 44.40 " 96.22 " 576.8 " 722.0 " 174.6 " 82.85 " 28.15 " 5.920& 19
20 0.000& 44.16 " 41.30 " 361.7 " 42.05 " 88.47 " 595.2 " 475.6 " 169.8 " 75.87 " 30.29 " 5.342& 20
21 0.000& 39.61 " 38.19 " 155.2 " 39.88 " 81.27 " 580.0 " 379.2 " 136.9 " 70.78 " 30.51 " 5.410& 21
22 0.000& 35.45 " 36.24 " 102.7 " 38.79 " 75.32 " 744.4 " 323.5 " 124.1 " 65.78 " 27.99 " 5.626& 22
23 0.000& 32.04 " 35.81 " 109.5 " 36.52 " 71.91 "1192 # 283.6 " 151.8 " 60.48 " 25.01 " 4.782& 23
24 0.000& 28.46 " 33.96 " 100.6 " 35.01 " 71.54 "1264 # 255.8 " 362.0 " 55.90 " 21.21 " 6.024& 24
25 0.000& 25.60 " 37.73 " 86.38 " 33.91 " 69.97 "1461 # 234.4 " 418.1 " 52.42 " 17.76 " 5.476& 25
26 0.000& 23.05 " 70.08 " 72.50 " 36.76 " 66.71 " 828.1 " 224.0 " 241.0 " 52.19 " 15.01 " 5.067& 26
27 0.000& 20.44 " 68.16 " 66.58 " 59.54 " 63.94 " 601.5 " 231.9 " 179.2 " 50.49 " 13.96 " 4.368& 27
28 48.49 & 18.72 " 53.21 " 66.09 " 147.5 " 62.05 " 502.2 " 317.9 " 149.2 " 46.77 " 12.43 " 3.187& 28
29 1937 & 40.71 " 59.18 " 199.4 " 61.89 " 452.4 " 314.2 " 129.5 " 60.33 " 11.00 " 2.596& 29
30 569.7 # 33.35 " 52.50 " 133.4 " 64.75 " 412.8 " 279.0 " 119.0 " 112.3 " 10.14 " 2.011& 30
31 193.9 " 34.97 " 91.08 " 353.0 " 229.9 " 96.70 " 2.158& 31
Mean 89.00 & 64.12 " 79.93 # 62.43 " 57.98 " 118.6 " 522.6 & 457.3 # 169.0 " 100.3 " 31.93 " 7.253&
Median 0.240& 48.42 " 36.24 # 35.51 " 45.15 " 84.87 " 452.4 & 365.1 # 149.1 " 96.70 " 28.08 " 5.920&
Maximum 1937 & 258.6 " 652.9 # 361.7 " 199.4 " 272.3 "1601 &1166 # 418.1 " 229.0 " 79.13 " 17.71 &
Minimum 0.000& 18.72 " 12.10 # 20.33 " 33.91 " 49.87 " 55.06 & 224.0 # 105.8 " 46.77 " 10.14 " 2.011&
Total 2759 & 1795 " 2478 # 1873 " 1797 " 3557 "16200 &14176 # 5070 " 3108 " 957.9 " 224.8 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 147.9 & " ... Relative Uncertainty +/-10%
Ann. Median 59.14 & # ... Relative Uncertainty +/-15%
Annual Total 53996 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1937 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 1991
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.981& 0.000& 0.000& 0.000& 13.58 " 138.8 " 365.9 "1113 # 205.0 " 212.8 " 43.85 " 18.31 " 1
2 1.788& 0.000& 0.000& 0.000& 13.17 " 93.33 " 628.2 "1685 & 186.9 " 179.5 " 41.95 " 16.87 " 2
3 1.674& 0.000& 0.000& 0.000& 13.16 " 79.15 "1113 #1624 & 177.0 " 154.5 " 40.39 " 15.51 " 3
4 1.561& 0.000& 0.000& 0.000& 13.73 " 343.9 "1277 #1802 & 171.7 " 150.5 " 45.08 " 14.47 " 4
5 1.336& 0.000& 0.000& 0.000& 18.05 " 329.5 " 690.4 "1303 # 164.7 " 179.4 " 85.15 " 13.42 " 5
6 1.307& 0.000& 0.000& 0.000& 21.95 " 184.1 " 686.8 " 914.4 " 159.5 " 156.7 " 88.02 " 13.01 " 6
7 1.235& 0.000& 0.000& 0.000& 19.47 " 130.1 " 511.5 " 731.9 " 200.7 " 134.7 " 66.76 " 13.12 " 7
8 1.111& 0.000& 0.000& 0.000& 18.48 " 104.1 " 404.0 " 628.7 " 399.1 " 122.3 " 54.68 " 12.40 " 8
9 0.755& 0.000& 0.000& 7.629& 16.43 " 88.74 " 361.2 " 554.9 " 695.3 " 111.8 " 47.83 " 11.39 " 9
10 0.519& 0.000& 0.000& 50.33 " 20.47 " 93.57 " 345.8 " 491.6 " 370.2 " 102.6 " 42.77 " 10.24 " 10
11 0.440& 0.000& 0.000& 60.09 " 28.10 " 116.8 " 301.3 " 436.0 " 264.9 " 96.67 " 39.52 " 10.04 " 11
12 0.202& 0.000& 0.000& 39.12 " 31.57 " 105.2 " 266.2 " 384.3 " 291.0 " 91.88 " 37.58 " 10.38 " 12
13 0.116& 0.000& 0.000& 26.27 " 24.23 " 115.1 " 277.4 " 343.0 " 403.0 " 86.87 " 58.68 " 9.835" 13
14 0.042& 0.000& 0.000& 19.72 " 20.66 " 285.6 " 292.4 " 317.3 " 769.5 " 82.46 " 92.68 " 9.116& 14
15 0.003& 0.000& 0.000& 16.05 " 18.81 " 723.0 " 277.6 " 298.0 "1057 # 81.25 " 85.74 " 7.656& 15
16 0.000& 0.000& 0.000& 13.77 " 18.99 " 873.4 " 615.9 " 281.5 " 897.6 " 76.20 " 67.77 " 6.344& 16
17 0.000& 0.000& 0.000& 11.97 " 20.12 " 563.4 "1684 & 266.3 " 550.7 " 70.38 " 56.78 " 5.002& 17
18 0.000& 0.000& 0.000& 10.75 " 20.20 " 327.2 "1558 & 334.7 " 472.8 " 81.72 " 49.75 " 4.504& 18
19 0.000& 0.000& 0.000& 9.801" 19.40 " 253.7 "1224 # 359.3 " 511.6 " 154.4 " 43.59 " 4.257& 19
20 0.000& 0.000& 0.000& 9.463" 18.97 " 216.4 "1395 # 334.7 " 400.2 " 174.8 " 37.23 " 4.762& 20
21 0.000& 0.000& 0.000& 9.706" 21.24 " 187.0 "1057 # 271.2 " 322.5 " 144.8 " 32.87 " 5.321& 21
22 0.000& 0.000& 0.000& 10.48 " 25.09 " 172.2 " 743.0 " 246.6 " 278.9 " 110.8 " 30.03 " 5.157& 22
23 0.000& 0.000& 0.000& 11.56 " 29.27 " 339.0 " 606.1 " 241.5 " 245.8 " 94.75 " 28.38 " 5.048& 23
24 0.000& 0.000& 0.000& 13.03 " 31.65 " 696.9 # 927.6 " 214.3 " 225.1 " 82.71 " 27.23 " 28.54 & 24
25 0.000& 0.000& 0.000& 12.86 " 28.66 "1489 # 828.8 " 195.7 " 207.5 " 71.20 " 28.34 " 99.38 " 25
26 0.000& 0.000& 0.000& 13.10 " 23.19 " 673.5 " 661.2 " 259.8 " 190.5 " 63.34 " 28.56 " 95.12 " 26
27 0.000& 0.000& 0.000& 13.02 " 20.47 " 838.5 # 700.1 " 383.5 " 174.6 " 57.74 " 26.98 " 56.34 " 27
28 0.000& 0.000& 0.000& 13.42 " 27.61 "1106 # 528.9 " 342.1 " 162.8 " 53.95 " 24.11 " 36.95 " 28
29 0.000& 0.000& 13.50 " 53.25 " 613.1 " 629.7 " 290.6 " 152.3 " 52.23 " 22.25 " 28.23 " 29
30 0.000& 0.000& 13.47 " 111.3 " 448.3 " 940.4 " 237.3 " 180.8 " 50.99 " 19.97 " 22.57 " 30
31 0.000& 0.000& 152.5 " 904.7 " 208.5 " 47.02 " 18.89 " 31
Mean 0.454& 0.000& 0.000& 13.30 & 29.48 " 390.9 # 735.6 & 551.5 & 349.6 # 107.4 " 46.48 " 19.75 &
Median 0.000& 0.000& 0.000& 11.76 & 20.47 " 269.6 # 661.2 & 342.1 & 255.4 # 94.75 " 42.36 " 12.40 &
Maximum 1.981& 0.000& 0.000& 60.09 & 152.5 "1489 #1684 &1802 &1057 # 212.8 " 92.68 " 99.38 &
Minimum 0.000& 0.000& 0.000& 0.000& 13.16 " 79.15 # 266.2 & 195.7 & 152.3 # 47.02 " 19.97 " 4.257&
Total 14.07& 0.00& 0.00& 399.1 & 913.8 "11728 #22803 &17095 &10489 # 3331 " 1395 " 612.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 188.4 & " ... Relative Uncertainty +/-10%
Ann. Median 36.95 & # ... Relative Uncertainty +/-15%
Annual Total 68780 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1802 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 17.19 " 2.742& 1.979& 6.245& 17.95 " 30.85 " 942.0 " 167.6 ! 842.4 " 129.5 " 31.03 " 34.50 " 1
2 15.91 " 2.164& 1.855& 6.076& 16.56 " 28.33 " 998.3 " 472.8 ! 733.4 " 155.2 " 28.48 " 33.11 " 2
3 14.02 " 1.667& 1.734& 6.341& 16.92 " 26.74 " 911.8 " 619.8 !1126 # 210.0 " 26.41 " 30.33 " 3
4 12.25 " 1.527& 1.952& 7.561& 17.82 " 26.09 " 717.9 " 683.9 ! 942.2 # 187.8 " 24.37 " 27.15 " 4
5 9.971& 1.305& 1.944& 7.354& 21.76 " 25.56 " 571.7 "1012 ! 792.3 " 200.6 " 24.23 " 24.02 " 5
6 8.239& 1.187& 1.825& 7.000& 45.17 " 24.62 " 436.0 " 908.5 ! 730.2 " 196.5 " 25.40 " 20.99 " 6
7 6.766& 1.454& 2.236& 6.389& 57.74 " 23.14 " 358.4 " 986.6 ! 564.5 " 165.1 " 38.37 " 18.86 " 7
8 4.770& 19.03 & 2.326& 6.184& 44.37 " 21.95 " 306.9 " 596.8 ! 490.9 " 141.7 " 53.99 " 17.88 " 8
9 3.723& 112.3 " 2.164& 6.768& 31.96 " 20.98 " 280.1 " 989.4 ! 611.3 " 126.2 " 42.26 " 20.51 " 9
10 3.739& 77.05 " 2.306& 39.21 & 25.05 " 20.24 " 340.1 "1568 ! 563.8 " 115.7 " 34.19 " 28.17 " 10
11 3.637& 39.14 " 2.176& 25.06 " 20.99 " 25.90 " 308.9 "1002 ! 432.1 " 108.9 " 30.46 " 26.82 " 11
12 3.150& 26.78 " 1.803& 17.28 " 19.27 " 108.6 " 252.3 " 917.7 ! 373.0 " 114.0 " 27.22 " 21.77 " 12
13 2.291& 20.00 " 1.699& 14.29 " 18.55 " 219.3 " 603.2 " 643.8 ! 369.7 " 115.7 " 25.67 " 18.21 " 13
14 2.036& 16.30 " 1.812& 12.61 " 19.54 " 179.3 " 568.6 " 542.2 ! 337.3 " 105.1 " 27.49 " 15.80 " 14
15 1.893& 15.11 " 1.931& 11.37 " 20.88 " 271.4 " 406.9 " 575.1 ! 302.8 " 96.39 " 315.7 " 12.52 " 15
16 1.518& 16.52 " 2.089& 10.58 " 19.52 " 296.0 " 266.2 "1140 ! 283.5 " 90.89 " 145.3 " 10.81 " 16
17 1.309& 16.54 " 2.859& 10.16 " 17.91 " 257.3 " 259.2 " 691.5 ! 266.3 " 83.21 " 78.45 " 9.236& 17
18 1.228& 16.11 " 3.900& 10.32 " 16.68 " 291.5 " 281.8 " 497.7 ! 239.2 " 77.06 " 61.78 " 8.580& 18
19 1.288& 14.29 " 6.132& 11.56 " 15.95 " 192.7 "1004 # 442.6 ! 224.1 " 70.63 " 118.0 " 8.103& 19
20 1.335& 12.57 " 21.54 & 13.22 " 15.49 " 169.8 "1055 # 401.4 ! 259.6 " 65.39 " 275.7 " 7.811& 20
21 2.099& 11.04 " 34.24 " 12.32 " 16.66 " 344.3 "1552 & 367.6 ! 281.9 " 60.46 " 172.7 " 7.702& 21
22 2.600& 9.579" 28.78 " 11.47 " 23.51 " 294.7 "1110 # 336.6 ! 322.7 " 56.57 " 107.9 " 7.611& 22
23 2.615& 8.124& 20.92 " 10.59 " 78.20 " 182.3 " 863.8 # 311.6 ! 303.0 " 52.96 " 83.45 " 7.138& 23
24 2.477& 6.808& 15.75 " 9.902" 129.7 " 178.8 " 628.2 " 298.1 ! 241.9 " 51.14 " 66.36 " 7.043& 24
25 2.144& 5.518& 13.07 " 9.406" 84.34 " 180.7 " 341.6 " 364.8 ! 210.8 " 51.20 " 55.93 " 6.923& 25
26 1.868& 4.152& 11.33 " 9.161" 51.03 " 232.1 " 812.1 ! 954.1 ! 190.1 " 49.06 " 48.19 " 6.839& 26
27 1.915& 3.430& 9.918" 10.48 " 38.16 " 326.7 " 417.1 ! 869.1 ! 175.6 " 46.21 " 41.00 " 6.499& 27
28 2.019& 2.909& 8.673& 13.98 " 34.25 "1094 # 369.2 !1283 # 162.1 " 43.12 " 36.22 " 5.670& 28
29 1.772& 2.490& 7.764& 17.68 " 35.69 "1059 # 390.7 ! 825.3 " 148.3 " 39.90 " 33.12 " 5.376& 29
30 2.629& 6.991& 18.55 " 36.54 " 915.9 " 258.8 ! 645.6 " 137.1 " 36.43 " 33.69 " 4.990& 30
31 2.937& 6.399& 33.91 " 196.0 ! 927.5 " 33.39 " 5.612& 31
Mean 4.559& 16.13 & 7.422& 11.97 & 33.61 " 235.6 # 574.5 ! 711.1 ! 421.9 # 99.23 " 70.43 " 15.05 &
Median 2.600& 9.579& 2.326& 10.53 & 21.76 " 180.0 # 417.1 ! 645.6 ! 312.9 # 90.89 " 39.69 " 10.81 &
Maximum 17.19 & 112.3 & 34.24 & 39.21 & 129.7 "1094 #1552 !1568 !1126 # 210.0 " 315.7 " 34.50 &
Minimum 1.228& 1.187& 1.699& 6.076& 15.49 " 20.24 # 196.0 ! 167.6 ! 137.1 # 33.39 " 24.23 " 4.990&
Total 141.3 & 467.8 & 230.1 & 359.1 & 1042 " 7069 #17810 !22043 !12658 # 3076 " 2113 " 466.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 184.4 ! ! ... Not reviewed / Quality not known
Ann. Median 30.94 ! " ... Relative Uncertainty +/-10%
Annual Total 67475 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1568 ! 1.187!
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 5.582& 0.000& 0.000& 3.048& 8.653& 30.25 " 117.2 " 367.5 " 240.2 " 232.9 " 50.53 " 10.66 " 1
2 5.352& 0.000& 0.000& 3.089& 89.52 " 27.00 " 173.4 " 258.4 " 199.4 " 404.1 " 45.48 " 9.753" 2
3 5.117& 0.000& 0.000& 5.372& 56.89 " 25.49 " 151.8 " 212.1 " 173.6 " 256.7 " 38.89 " 9.021& 3
4 4.791& 0.000& 0.000& 7.000& 33.39 " 23.18 " 129.7 " 349.1 " 507.9 " 184.2 " 33.81 " 7.969& 4
5 4.263& 0.000& 0.000& 8.303& 28.93 " 20.81 " 107.5 " 387.8 " 459.2 " 151.9 " 30.27 " 6.996& 5
6 3.532& 0.000& 0.000& 8.573& 25.20 " 19.18 " 89.15 " 919.1 " 354.4 " 133.0 " 27.71 " 6.765& 6
7 3.155& 0.000& 0.000& 7.103& 21.39 " 18.00 " 77.53 " 971.7 " 874.4 # 123.7 " 26.56 " 6.064& 7
8 2.418& 0.000& 0.000& 6.202& 17.91 " 21.82 " 69.83 " 767.7 "1224 # 114.3 " 25.08 " 5.366& 8
9 1.828& 0.000& 0.000& 5.706& 15.92 " 41.21 " 65.16 " 749.0 " 638.1 " 103.8 " 23.16 " 4.877& 9
10 1.425& 0.000& 0.000& 5.507& 14.45 " 53.83 " 62.16 " 486.4 " 440.6 " 91.88 " 24.36 " 4.724& 10
11 1.134& 0.000& 0.000& 5.657& 13.78 " 39.23 " 82.31 " 367.6 " 347.2 " 83.40 " 26.13 " 4.726& 11
12 0.934& 0.000& 0.000& 6.614& 13.15 " 31.08 " 180.9 " 511.5 " 342.2 " 77.15 " 28.13 " 4.942& 12
13 0.730& 0.000& 0.000& 7.070& 12.38 " 26.31 " 159.4 " 462.4 " 314.4 " 68.94 " 29.97 " 4.553& 13
14 0.540& 0.000& 0.000& 6.936& 11.88 " 23.83 " 116.0 " 327.7 " 265.2 " 72.38 " 29.73 " 4.147& 14
15 0.575& 0.000& 0.000& 6.199& 11.56 " 21.70 " 100.1 " 359.9 " 241.0 " 91.13 " 28.42 " 3.750& 15
16 0.786& 0.000& 0.000& 5.982& 11.05 " 37.80 " 128.8 " 416.1 " 270.4 " 89.59 " 27.51 " 3.229& 16
17 0.843& 0.000& 0.000& 5.782& 10.68 " 57.44 " 115.8 " 320.3 " 352.2 " 76.63 " 28.99 " 3.226& 17
18 0.945& 0.000& 0.000& 5.572& 11.49 " 61.61 " 93.87 " 261.3 " 410.4 " 66.62 " 29.12 " 3.047& 18
19 1.276& 0.000& 0.000& 5.561& 14.69 " 56.82 " 78.06 " 227.2 " 341.1 " 60.96 " 30.99 " 2.810& 19
20 1.271& 0.000& 0.000& 5.543& 17.91 " 43.22 " 69.35 " 202.6 " 262.6 " 56.27 " 34.52 " 2.370& 20
21 1.019& 0.000& 0.000& 5.626& 17.63 " 36.22 " 64.35 " 184.7 " 222.6 " 52.16 " 27.88 " 2.053& 21
22 0.628& 0.000& 0.818& 5.768& 15.93 " 32.63 " 101.2 " 169.8 " 194.8 " 47.43 " 22.93 " 1.734& 22
23 0.509& 0.000& 5.077& 5.675& 14.35 " 30.23 " 117.8 " 159.3 " 206.6 " 47.05 " 18.83 " 1.751& 23
24 0.373& 0.000& 3.914& 5.624& 13.46 " 29.17 " 92.45 " 148.1 " 201.7 " 47.16 " 16.14 " 1.800& 24
25 0.229& 0.000& 3.376& 5.572& 13.65 " 28.99 " 78.96 " 320.5 " 174.3 " 47.06 " 13.80 " 1.634& 25
26 0.153& 0.000& 3.215& 5.333& 13.06 " 39.45 " 127.7 " 311.6 " 151.6 " 45.10 " 12.46 " 1.344& 26
27 0.089& 0.000& 3.349& 5.461& 13.76 " 234.0 " 152.4 " 213.5 " 137.9 " 54.22 " 12.16 " 1.151& 27
28 0.073& 0.000& 3.667& 6.173& 53.24 " 360.9 " 151.4 " 175.1 " 130.5 " 61.37 " 11.76 " 1.252& 28
29 0.052& 3.929& 6.209& 105.9 " 207.3 " 642.4 " 321.5 " 130.5 " 55.73 " 11.06 " 0.989& 29
30 0.005& 3.464& 6.101& 60.85 " 150.3 " 706.1 " 433.0 " 198.1 " 48.44 " 10.95 " 1.027& 30
31 0.000& 3.298& 37.82 " 530.4 " 318.3 " 49.14 " 1.035& 31
Mean 1.601& 0.000& 1.100& 5.945& 25.82 & 60.97 " 159.1 " 376.8 " 333.6 # 99.82 " 25.91 " 4.025&
Median 0.934& 0.000& 0.000& 5.737& 14.69 & 31.86 " 115.8 " 321.5 " 263.9 # 72.38 " 27.61 " 3.229&
Maximum 5.582& 0.000& 5.077& 8.573& 105.9 & 360.9 " 706.1 " 971.7 "1224 # 404.1 " 50.53 " 10.66 &
Minimum 0.000& 0.000& 0.000& 3.048& 8.653& 18.00 " 62.16 " 148.1 " 130.5 # 45.10 " 10.95 " 0.989&
Total 49.63& 0.00& 34.11& 178.4 & 800.5 & 1829 " 4933 "11681 "10007 # 3094 " 777.3 " 124.8 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 91.81 & " ... Relative Uncertainty +/-10%
Ann. Median 20.81 & # ... Relative Uncertainty +/-15%
Annual Total 33510 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1224 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.938& 0.000& 0.000& 0.000& 0.000& 150.3 " 531.4 " 125.0 " 142.6 " 55.76 " 38.87 " 60.60 " 1
2 0.821& 0.000& 0.000& 0.000& 0.000& 239.8 " 692.1 " 117.6 " 146.5 " 53.50 " 38.58 " 57.98 " 2
3 0.925& 0.000& 0.000& 0.000& 0.000& 171.0 " 626.8 " 111.5 " 136.9 " 52.12 " 38.09 " 54.69 " 3
4 0.846& 0.000& 0.000& 0.000& 0.000& 116.7 " 443.9 " 519.6 " 118.1 " 45.54 " 38.31 " 52.85 " 4
5 0.775& 0.000& 0.000& 0.000& 0.000& 100.4 " 316.4 " 593.2 " 99.73 " 39.46 " 37.60 " 51.90 " 5
6 0.691& 0.000& 0.000& 0.000& 0.282& 86.53 " 306.7 " 307.8 " 91.10 " 35.62 " 38.80 " 51.86 " 6
7 0.665& 0.000& 0.000& 0.000& 3.606& 82.28 " 292.3 " 231.0 " 96.09 " 33.12 " 39.24 " 50.94 " 7
8 0.854& 0.000& 0.000& 0.000& 5.081& 105.9 " 460.5 " 195.7 " 74.41 " 31.32 " 40.14 " 46.50 " 8
9 1.036& 0.000& 0.000& 0.000& 5.156& 124.0 " 851.1 " 206.6 " 65.39 " 28.57 " 39.27 " 42.57 " 9
10 1.073& 0.000& 0.000& 0.000& 5.373& 92.90 " 779.5 " 318.9 " 99.71 " 26.80 " 39.09 " 41.95 " 10
11 1.059& 0.000& 0.000& 0.000& 6.099& 83.74 " 629.3 " 533.0 " 242.1 " 25.32 " 38.74 " 37.91 " 11
12 1.042& 0.000& 0.000& 0.000& 6.950& 74.22 " 548.5 " 506.5 " 181.3 " 23.49 " 41.23 " 31.01 " 12
13 0.895& 0.000& 0.000& 0.000& 7.581& 66.46 " 512.9 " 340.8 " 122.0 " 22.46 " 41.01 " 25.39 " 13
14 0.257& 0.000& 0.000& 0.000& 8.091& 60.04 " 600.2 " 272.5 " 100.9 " 27.98 " 40.29 " 19.30 " 14
15 0.184& 0.000& 0.000& 0.000& 6.403& 54.12 " 467.5 " 233.7 " 88.01 " 33.48 " 40.99 " 11.38 & 15
16 0.169& 0.000& 0.000& 0.000& 6.200& 49.72 " 407.8 " 205.1 " 75.60 " 30.96 " 42.09 " 4.782& 16
17 0.069& 0.000& 0.000& 0.000& 6.685& 46.35 " 356.2 " 181.6 " 68.62 " 26.59 " 43.99 " 1.355& 17
18 0.004& 0.000& 0.000& 0.000& 6.931& 44.74 " 299.5 " 166.2 " 65.13 " 23.09 " 43.50 " 0.216& 18
19 0.000& 0.000& 0.000& 0.000& 6.677& 68.60 " 257.0 " 154.2 " 60.17 " 19.60 " 42.67 " 0.005& 19
20 0.000& 0.000& 0.000& 0.000& 7.825& 187.9 " 229.6 " 144.6 " 54.38 " 16.84 " 43.68 " 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 10.03 " 560.3 " 205.7 " 145.0 " 50.10 " 14.71 " 42.56 " 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 36.10 " 636.0 " 231.6 " 133.9 " 46.19 " 13.65 " 43.49 " 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 88.49 " 352.1 " 260.7 " 126.6 " 43.73 " 13.00 " 43.15 " 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 170.2 " 280.6 " 297.2 " 116.6 " 42.08 " 12.80 " 45.54 " 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 154.1 " 282.0 " 257.1 " 108.6 " 40.42 " 12.89 " 49.23 " 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 86.60 " 216.8 " 203.0 " 101.5 " 39.08 " 12.67 " 54.09 " 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 54.51 " 200.9 " 174.9 " 99.87 " 38.49 " 12.36 " 60.93 " 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 38.98 " 179.5 " 165.7 " 95.86 " 39.80 " 11.90 " 66.32 " 0.000& 28
29 0.000& 0.000& 0.000& 97.01 " 158.9 " 156.2 " 92.02 " 38.43 " 26.80 " 65.06 " 0.000& 29
30 0.000& 0.000& 0.000& 387.3 " 143.7 " 144.4 " 89.99 " 46.97 " 37.22 " 62.22 " 0.000& 30
31 0.000& 0.000& 208.0 " 134.3 " 111.9 " 38.25 " 0.000& 31
Mean 0.397& 0.000& 0.000& 0.000& 45.82 & 167.2 " 381.9 " 215.7 " 85.13 " 27.67 " 44.63 " 20.75 &
Median 0.169& 0.000& 0.000& 0.000& 6.931& 120.4 " 306.7 " 154.2 " 71.52 " 26.80 " 41.66 " 4.782&
Maximum 1.073& 0.000& 0.000& 0.000& 387.3 & 636.0 " 851.1 " 593.2 " 242.1 " 55.76 " 66.32 " 60.60 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 44.74 " 134.3 " 89.99 " 38.43 " 11.90 " 37.60 " 0.000&
Total 12.30& 0.00& 0.00& 0.00& 1420 & 5017 "11840 " 6687 " 2554 " 857.8 " 1339 " 643.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 83.20 & " ... Relative Uncertainty +/-10%
Ann. Median 33.12 & & ... Relative Uncertainty +/-30%
Annual Total 30370 &
Maximum Minimum
Daily 851.1 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 66.59 ! 123.2 ! 691.3 " 223.4 " 86.44 " 49.91 " 21.74 " 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 78.49 ! 117.8 ! 571.2 " 205.5 " 78.05 " 50.72 " 20.29 " 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 75.72 ! 113.6 ! 489.1 " 307.7 " 72.55 " 46.10 " 17.48 " 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 64.91 ! 109.3 ! 425.0 " 459.6 " 69.95 " 39.96 " 15.23 " 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 73.18 ! 106.8 ! 368.2 " 300.4 " 72.38 " 35.16 " 13.32 " 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 138.3 ! 195.3 ! 330.4 " 448.8 " 77.88 " 32.19 " 12.06 " 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 524.5 ! 196.9 ! 304.2 " 591.5 " 76.20 " 31.33 " 10.87 " 7
8 0.000& 0.000& 0.000& 0.000& 0.000&1518 ! 415.0 ! 285.5 " 366.9 " 68.29 " 50.25 " 9.942" 8
9 0.000& 0.000& 0.000& 0.000& 0.000&1604 ! 862.8 ! 398.2 " 291.6 " 64.06 " 69.77 " 8.795& 9
10 0.000& 0.000& 0.000& 0.000& 327.5 & 571.8 ! 428.7 ! 485.7 " 266.7 " 63.38 " 55.95 " 7.758& 10
11 0.000& 0.000& 0.000& 0.000& 249.8 ! 387.0 ! 817.9 ! 452.5 " 235.6 " 68.46 " 43.95 " 7.002& 11
12 0.000& 0.000& 0.000& 0.000& 131.0 ! 306.8 !1483 # 551.8 # 232.6 " 70.90 " 36.91 " 6.283& 12
13 0.000& 0.000& 0.000& 0.000& 121.9 ! 259.1 !1872 &1809 & 312.5 " 60.37 " 32.73 " 6.234& 13
14 0.000& 0.000& 0.000& 0.000& 93.20 ! 224.1 ! 980.3 # 869.3 # 264.5 " 52.95 " 29.07 " 7.146& 14
15 0.000& 0.000& 0.000& 0.000& 64.98 ! 197.4 ! 798.4 " 564.3 " 216.3 " 45.95 " 26.35 " 9.126& 15
16 0.000& 0.000& 0.000& 0.000& 48.51 ! 178.2 ! 977.6 " 457.6 " 189.9 " 42.71 " 23.93 " 10.23 " 16
17 0.000& 0.000& 0.000& 0.000& 49.56 ! 163.5 ! 632.9 " 441.0 " 170.7 " 96.14 " 22.49 " 10.75 " 17
18 0.000& 0.000& 0.000& 0.000& 104.0 ! 150.4 ! 485.8 " 429.4 " 168.4 "1083 # 21.24 " 10.57 " 18
19 0.000& 0.000& 0.000& 0.000& 76.75 ! 138.0 ! 529.4 " 413.5 " 177.4 " 514.7 " 19.96 " 10.19 " 19
20 0.000& 0.000& 0.000& 0.000& 49.51 ! 163.6 !1591 & 608.7 " 183.9 " 210.4 " 18.67 " 9.598" 20
21 0.000& 0.000& 0.000& 0.000& 72.75 ! 199.9 !1963 & 438.0 " 149.5 " 135.5 " 17.40 " 9.929" 21
22 0.000& 0.000& 0.000& 0.000& 172.8 ! 163.2 !1053 # 437.6 " 136.2 " 103.8 " 16.34 " 10.32 " 22
23 0.000& 0.000& 0.000& 0.000& 319.1 ! 196.7 ! 724.3 " 411.5 " 125.9 " 86.45 " 15.40 " 10.17 " 23
24 0.000& 0.000& 0.000& 0.000& 295.8 ! 214.3 ! 688.7 # 521.6 " 115.1 " 73.71 " 15.76 " 9.794" 24
25 0.000& 0.000& 0.000& 0.000& 149.9 ! 249.6 !2042 & 512.1 " 106.8 " 62.92 " 15.40 " 9.659" 25
26 0.000& 0.000& 0.000& 0.000& 113.8 ! 275.1 !1397 & 468.0 " 100.8 " 56.42 " 15.00 " 9.876" 26
27 0.000& 0.000& 0.000& 0.000& 95.26 ! 180.4 ! 985.7 " 407.2 " 100.4 " 51.96 " 18.38 " 12.32 " 27
28 0.000& 0.000& 0.000& 0.000& 93.85 ! 156.3 ! 772.1 " 335.1 " 101.3 " 47.30 " 22.77 " 10.97 " 28
29 0.000& 0.000& 0.000& 112.9 ! 138.8 !1337 & 290.2 " 102.1 " 43.88 " 23.30 " 8.585& 29
30 0.000& 0.000& 0.000& 92.35 ! 129.8 !1568 & 266.4 " 95.90 " 44.77 " 22.23 " 6.905& 30
31 0.000& 0.000& 75.15 ! 901.9 " 243.6 " 48.39 " 5.284& 31
Mean 0.000& 0.000& 0.000& 0.000& 93.88 ! 292.9 ! 847.5 ! 492.8 & 224.9 " 120.3 # 30.62 " 10.60 &
Median 0.000& 0.000& 0.000& 0.000& 76.75 ! 179.3 ! 798.4 ! 438.0 & 197.7 " 69.95 # 25.14 " 9.942&
Maximum 0.000& 0.000& 0.000& 0.000& 327.5 !1604 !2042 !1809 & 591.5 "1083 # 69.77 " 21.74 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000! 64.91 ! 106.8 ! 243.6 & 95.90 " 42.71 # 15.00 " 5.284&
Total 0.00& 0.00& 0.00& 0.00& 2910 ! 8787 !26271 !15277 & 6748 " 3730 # 918.6 " 328.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 178.0 ! ! ... Not reviewed / Quality not known
Ann. Median 39.96 ! " ... Relative Uncertainty +/-10%
Annual Total 64971 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2042 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 3.970& 0.000& 0.000& 0.000& 8.988" 142.1 " 689.6 "1786 & 292.2 " 341.8 " 70.85 " 36.97 " 1
2 2.983& 0.000& 0.000& 0.000& 8.927& 56.00 " 439.9 "1737 & 249.9 " 318.1 " 65.50 " 52.22 " 2
3 2.361& 0.000& 0.000& 0.000& 8.681& 33.08 "1170 #1365 # 250.3 " 286.5 " 58.95 " 44.75 " 3
4 2.008& 0.000& 0.000& 0.000& 8.547& 24.98 "1057 #1103 " 244.6 " 258.4 " 52.20 " 35.98 " 4
5 1.740& 0.000& 0.000& 0.000& 9.484" 20.21 " 698.2 "1848 & 218.1 " 237.7 " 46.77 " 31.82 " 5
6 1.420& 0.000& 0.000& 0.000& 9.762" 16.92 " 488.5 "2106 & 244.9 " 220.7 " 91.19 " 28.32 " 6
7 1.237& 0.000& 0.000& 0.000& 10.84 " 14.81 " 392.1 "1327 # 251.3 " 200.7 " 214.7 " 25.94 " 7
8 1.138& 0.000& 0.000& 0.000& 12.57 " 13.82 " 765.5 "1063 # 245.7 " 181.9 " 139.5 " 23.36 " 8
9 1.012& 0.000& 0.000& 0.000& 15.40 " 13.37 " 674.2 " 837.6 " 234.5 " 172.9 " 95.49 " 21.15 " 9
10 0.845& 0.000& 0.000& 0.000& 20.71 " 13.18 " 408.6 " 742.8 " 434.7 " 203.8 " 72.02 " 19.47 " 10
11 0.606& 0.000& 0.000& 0.000& 24.48 " 13.06 " 329.4 " 900.6 "1055 # 226.3 " 57.72 " 18.56 " 11
12 0.495& 0.000& 0.000& 0.000& 20.85 " 19.18 " 288.7 " 727.7 " 542.1 " 179.4 " 49.64 " 22.48 " 12
13 0.428& 0.000& 0.000& 0.000& 15.15 " 19.71 " 280.4 "1196 # 375.8 " 153.5 " 45.37 " 22.95 " 13
14 0.307& 0.000& 0.000& 0.000& 12.62 " 15.53 " 265.6 "1058 # 362.8 " 140.4 " 43.70 " 21.23 " 14
15 0.137& 0.000& 0.000& 0.000& 12.06 " 22.56 " 260.3 " 732.0 " 852.9 # 133.1 " 78.04 " 18.30 " 15
16 0.042& 0.000& 0.000& 0.000& 12.84 " 41.00 "1205 # 631.6 "1729 & 124.0 " 295.6 " 15.32 " 16
17 0.007& 0.000& 0.000& 0.000& 18.91 " 65.93 "1988 & 546.1 " 896.8 " 115.9 " 226.9 " 13.00 " 17
18 0.000& 0.000& 0.000& 0.000& 19.11 " 203.1 "2131 & 464.0 " 657.2 " 109.2 " 129.5 " 11.22 " 18
19 0.000& 0.000& 0.000& 0.000& 16.24 " 564.9 "1671 & 408.8 " 569.4 " 101.8 " 92.07 " 9.944" 19
20 0.000& 0.000& 0.000& 0.000& 13.80 "1013 "1008 # 436.1 " 467.8 " 95.12 " 71.67 " 9.298" 20
21 0.000& 0.000& 0.000& 0.000& 12.64 "1339 #1000 # 688.4 " 393.3 " 150.8 " 59.38 " 8.713& 21
22 0.000& 0.000& 0.000& 0.000& 11.76 "1581 &1845 & 532.3 "1071 # 278.1 " 50.39 " 8.253& 22
23 0.000& 0.000& 0.000& 0.000& 11.27 " 717.4 "1703 & 455.7 " 892.8 # 269.9 " 43.32 " 7.958& 23
24 0.000& 0.000& 0.000& 0.000& 11.06 " 554.2 "1902 & 556.1 " 526.0 " 355.0 " 38.28 " 7.820& 24
25 0.000& 0.000& 0.000& 0.000& 10.97 " 384.1 "2093 & 497.7 " 428.1 " 230.9 " 34.72 " 7.193& 25
26 0.000& 0.000& 0.000& 0.000& 11.08 " 306.4 "1119 # 377.4 " 422.5 " 156.6 " 32.65 " 6.599& 26
27 0.000& 0.000& 0.000& 2.878& 10.65 " 528.3 "1239 & 344.2 "1031 # 125.9 " 31.61 " 6.131& 27
28 0.000& 0.000& 0.000& 8.207& 10.52 "1192 #1821 & 339.6 " 801.1 " 108.5 " 30.43 " 5.638& 28
29 0.000& 0.000& 0.000& 9.490" 10.38 " 629.3 "1089 # 321.9 " 487.4 " 94.43 " 28.52 " 5.070& 29
30 0.000& 0.000& 8.944" 10.33 " 831.0 "1484 & 279.3 " 387.2 " 83.61 " 27.98 " 4.573& 30
31 0.000& 0.000& 61.26 " 1964 & 293.5 " 77.27 " 4.010& 31
Mean 0.669& 0.000& 0.000& 0.984& 14.58 & 346.3 &1080 & 829.1 & 553.8 & 184.9 " 79.16 " 17.88 &
Median 0.042& 0.000& 0.000& 0.000& 11.76 & 60.97 &1057 & 688.4 & 431.4 & 172.9 " 58.33 " 15.32 &
Maximum 3.970& 0.000& 0.000& 9.490& 61.26 &1581 &2131 &2106 &1729 & 355.0 " 295.6 " 52.22 &
Minimum 0.000& 0.000& 0.000& 0.000& 8.547& 13.06 & 260.3 & 279.3 & 218.1 & 77.27 " 27.98 " 4.010&
Total 20.74& 0.00& 0.00& 29.52& 451.9 &10389 &33470 &25703 &16615 & 5732 " 2375 " 554.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 260.5 & " ... Relative Uncertainty +/-10%
Ann. Median 22.75 & # ... Relative Uncertainty +/-15%
Annual Total 95339 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2131 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 3.591& 0.000& 4.788& 36.31 " 12.89 " 133.7 " 44.99 " 117.4 " 216.8 " 79.73 " 20.16 " 10.91 " 1
2 3.232& 0.000& 3.071& 23.98 " 14.37 " 200.1 " 41.19 " 98.83 " 417.8 " 78.34 " 19.25 " 11.34 " 2
3 2.837& 0.000& 1.948& 17.31 " 13.85 " 209.9 " 46.86 " 93.32 " 326.8 " 70.82 " 17.94 " 10.89 " 3
4 2.355& 0.000& 1.365& 14.42 " 12.22 " 223.5 " 66.32 " 314.9 " 267.0 " 64.72 " 16.80 " 10.66 " 4
5 1.764& 0.000& 1.035& 13.22 " 11.36 ! 177.0 " 68.27 " 690.3 " 273.8 " 59.18 " 16.25 " 10.31 " 5
6 1.251& 0.000& 0.836& 17.44 " 11.04 ! 200.1 " 79.36 " 761.2 " 846.3 " 53.71 " 15.65 " 10.73 " 6
7 0.986& 0.000& 0.694& 20.34 " 10.61 ! 181.4 " 176.6 " 586.6 " 541.3 " 49.74 " 14.70 " 11.27 " 7
8 0.869& 0.000& 0.494& 21.17 " 9.948! 149.3 " 139.8 " 445.2 " 434.9 " 53.59 " 13.93 " 11.62 " 8
9 0.844& 0.000& 0.316& 19.37 " 9.316" 250.5 " 109.3 " 797.7 # 731.9 " 187.8 " 13.34 " 11.02 " 9
10 0.924& 0.000& 0.203& 17.26 " 8.884& 189.7 " 89.51 "1627 & 668.9 " 285.9 " 12.82 " 10.72 " 10
11 1.171& 0.000& 0.102& 15.61 " 8.998" 157.4 " 72.49 " 853.6 # 428.2 " 198.8 " 11.82 " 10.14 " 11
12 0.942& 0.000& 0.033& 14.22 " 10.09 " 152.8 " 63.98 " 521.3 " 340.3 " 132.2 " 11.87 " 9.940" 12
13 0.619& 0.000& 0.051& 14.14 " 13.19 " 128.7 " 144.4 " 410.8 " 301.9 " 100.1 " 13.05 " 9.662" 13
14 0.424& 0.000& 0.061& 14.65 " 16.72 " 106.9 " 295.5 " 349.0 " 252.9 " 83.04 " 14.75 " 8.684& 14
15 0.329& 0.000& 0.136& 12.60 " 19.78 " 92.74 " 202.7 " 785.6 " 225.9 " 71.75 " 14.45 " 8.875& 15
16 0.211& 0.000& 0.322& 11.35 " 17.61 " 83.19 " 131.1 " 757.2 " 203.2 " 63.46 " 13.29 " 7.879& 16
17 0.320& 0.000& 0.350& 10.45 " 16.12 " 75.02 " 106.5 " 437.5 " 186.8 " 55.93 " 11.77 " 6.640& 17
18 0.386& 0.000& 0.670& 9.627" 19.15 " 68.38 " 91.51 " 331.2 " 171.7 " 47.06 " 10.62 " 5.506& 18
19 0.348& 0.000& 2.338& 8.955" 40.26 " 63.65 " 81.80 " 282.0 " 159.0 " 40.60 " 9.717" 4.661& 19
20 0.358& 0.000& 2.922& 8.801" 49.88 " 64.40 " 73.49 " 248.6 " 148.4 " 35.88 " 8.973" 4.685& 20
21 0.238& 0.000& 3.276& 9.035" 33.68 " 72.51 " 67.89 " 222.6 " 137.0 " 33.68 " 10.36 " 3.790& 21
22 0.116& 0.000& 2.682& 9.200" 25.75 " 74.94 " 62.05 " 204.6 " 126.9 " 31.72 " 15.11 " 2.735& 22
23 0.026& 0.000& 2.299& 9.135" 29.00 " 68.72 " 58.11 " 191.9 " 118.1 " 30.90 " 22.71 " 2.627& 23
24 0.000& 0.000& 1.923& 9.045" 37.81 " 61.97 " 101.0 " 178.5 " 114.2 " 31.70 " 22.24 " 2.322& 24
25 0.000& 2.258& 1.767& 8.832" 44.56 " 57.44 " 294.0 " 171.3 " 108.0 " 31.95 " 18.56 " 1.751& 25
26 0.000& 16.51 " 1.831& 8.994" 41.78 " 54.65 " 240.0 " 158.9 " 101.1 " 31.28 " 16.84 " 1.593& 26
27 0.000& 10.98 " 1.813& 9.295" 34.69 " 51.71 " 228.9 " 154.4 " 96.79 " 29.58 " 15.82 " 1.232& 27
28 0.000& 7.928& 1.815& 9.926" 31.58 " 51.29 " 231.5 " 244.7 " 91.91 " 27.65 " 14.64 " 0.946& 28
29 0.000& 3.379& 12.02 " 28.54 " 53.83 " 167.3 " 343.5 " 85.17 " 26.13 " 12.97 " 0.591& 29
30 0.000& 106.5 & 13.29 " 26.72 " 49.84 " 137.7 " 247.8 " 78.68 " 24.32 " 11.50 " 0.449& 30
31 0.000& 63.51 " 46.48 " 121.1 " 181.2 " 22.05 " 0.331& 31
Mean 0.779& 1.346& 6.857& 14.00 " 22.80 ! 116.8 " 123.7 " 413.2 & 273.4 " 68.82 " 14.73 " 6.597&
Median 0.358& 0.000& 1.767& 12.91 " 17.61 ! 87.97 " 101.0 " 314.9 & 210.0 " 53.59 " 14.55 " 7.879&
Maximum 3.591& 16.51 & 106.5 & 36.31 " 49.88 ! 250.5 " 295.5 "1627 & 846.3 " 285.9 " 22.71 " 11.62 &
Minimum 0.000& 0.000& 0.033& 8.801" 8.884! 49.84 " 41.19 " 93.32 & 78.68 " 22.05 " 8.973" 0.331&
Total 24.14& 37.67& 212.6 & 420.0 " 706.9 ! 3505 " 3835 "12808 & 8202 " 2133 " 441.9 " 204.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 89.13 ! ! ... Not reviewed / Quality not known
Ann. Median 17.44 ! " ... Relative Uncertainty +/-10%
Annual Total 32532 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1627 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.226& 0.000& 0.000& 0.000& 7.629& 24.09 " 102.9 " 218.2 " 907.0 # 212.7 " 23.40 $ 0.371& 1
2 0.131& 0.000& 0.000& 0.000& 8.148& 24.63 " 134.0 " 238.2 "1703 & 204.8 " 21.71 $ 0.822& 2
3 0.040& 0.000& 0.000& 0.000& 4.917& 25.80 " 140.0 " 230.8 "1356 # 184.0 " 22.49 $ 1.186& 3
4 0.003& 0.000& 0.000& 0.000& 3.773& 35.87 " 198.7 " 196.2 " 907.3 " 149.4 " 22.51 $ 0.857& 4
5 0.000& 0.000& 0.000& 0.000& 3.606& 158.2 " 353.4 " 237.0 " 631.8 " 129.3 " 19.27 $ 0.337& 5
6 0.000& 0.000& 0.000& 0.000& 3.627& 130.7 " 379.0 " 348.9 " 501.2 " 115.7 " 16.92 $ 0.173& 6
7 0.000& 0.000& 0.000& 0.000& 3.884& 75.39 " 404.8 " 548.1 " 412.8 " 101.7 " 16.17 $ 0.902& 7
8 0.000& 0.000& 0.000& 0.000& 4.200& 196.3 " 256.8 " 468.8 " 350.8 " 92.99 " 14.93 $ 1.275& 8
9 0.000& 0.000& 0.000& 0.000& 43.05 & 201.8 " 203.9 " 308.6 " 305.2 " 84.59 " 12.50 $ 1.665& 9
10 0.000& 0.000& 0.000& 0.000& 66.40 " 522.4 " 175.5 " 257.4 " 273.6 " 79.35 " 10.09 $ 1.357& 10
11 0.000& 0.000& 0.000& 0.000& 42.83 " 791.9 " 164.7 " 280.8 " 239.7 " 72.33 " 7.904& 1.068& 11
12 0.000& 0.000& 0.000& 0.000& 25.58 " 435.8 " 184.0 " 255.9 " 219.0 " 69.56 " 5.628& 1.061& 12
13 0.000& 0.000& 0.000& 0.000& 17.62 " 272.5 " 172.2 " 219.0 " 224.7 " 69.04 " 4.458& 0.355& 13
14 0.000& 0.000& 0.000& 0.000& 13.31 " 242.2 " 153.0 " 192.6 " 219.9 " 71.73 " 8.307& 0.041& 14
15 0.000& 0.000& 0.000& 3.451& 11.14 " 191.6 " 136.5 " 175.1 " 187.9 " 65.05 " 10.39 $ 0.022& 15
16 0.000& 0.000& 0.000& 9.359& 10.18 " 157.5 " 119.8 " 164.9 " 169.8 " 60.61 " 9.718& 0.573& 16
17 0.000& 0.000& 0.000& 16.85 " 9.374" 149.1 " 109.4 ! 155.2 " 161.4 " 146.1 " 6.634& 1.129& 17
18 0.000& 0.000& 0.000& 36.92 " 8.982" 260.3 " 139.7 " 268.3 " 155.6 " 172.4 " 4.251& 1.722& 18
19 0.000& 0.000& 0.000& 21.71 " 9.024" 196.3 " 205.4 " 320.6 " 141.0 " 122.4 " 3.534& 0.627& 19
20 0.000& 0.000& 0.000& 13.89 " 10.28 " 142.0 " 184.6 " 230.8 " 127.4 " 89.48 " 2.870& 0.072& 20
21 0.000& 0.000& 0.000& 11.07 " 13.32 " 118.0 " 148.5 " 199.0 " 230.6 " 70.74 " 2.162& 0.000& 21
22 0.000& 0.000& 0.000& 9.279" 23.69 " 103.4 " 147.7 " 176.6 " 534.6 " 58.92 " 1.559& 0.000& 22
23 0.000& 0.000& 0.000& 8.108& 26.12 " 94.14 " 138.4 " 154.2 " 378.6 " 51.47 " 1.799& 0.000& 23
24 0.000& 0.000& 0.000& 7.125& 18.48 " 85.36 " 120.2 " 191.1 " 226.5 " 45.60 " 1.887& 0.000& 24
25 0.000& 0.000& 0.000& 6.080& 13.86 " 79.92 " 113.4 " 188.4 " 261.7 " 41.40 " 1.657& 0.000& 25
26 0.000& 0.000& 0.000& 5.499& 38.18 " 95.36 " 211.3 " 152.7 " 238.8 " 38.42 " 1.518& 0.000& 26
27 0.000& 0.000& 0.000& 4.862& 64.11 " 118.0 " 226.9 " 200.1 " 236.8 " 35.96 ! 1.290& 0.000& 27
28 0.000& 0.000& 0.000& 4.870& 60.74 " 146.6 " 159.2 " 489.7 " 215.5 " 36.21 $ 1.065& 0.000& 28
29 0.000& 0.000& 4.371& 51.96 " 129.2 " 132.5 "1051 # 180.9 " 36.34 $ 1.773& 0.000& 29
30 0.000& 0.000& 8.451& 37.67 " 104.9 " 118.7 "1383 # 178.0 " 33.94 $ 0.523& 0.000& 30
31 0.000& 0.000& 28.36 " 132.5 " 938.0 # 29.07 $ 0.000& 31
Mean 0.013& 0.000& 0.000& 5.730& 22.07 & 177.0 " 179.6 ! 336.8 # 395.9 & 89.39 ! 8.631& 0.504&
Median 0.000& 0.000& 0.000& 3.911& 13.32 & 136.3 " 153.0 ! 230.8 # 237.8 & 71.73 ! 6.131& 0.337&
Maximum 0.226& 0.000& 0.000& 36.92 & 66.40 & 791.9 " 404.8 !1383 #1703 & 212.7 ! 23.40 & 1.722&
Minimum 0.000& 0.000& 0.000& 0.000& 3.606& 24.09 " 102.9 ! 152.7 # 127.4 & 29.07 ! 0.523& 0.000&
Total 0.40& 0.00& 0.00& 171.9 & 684.0 & 5309 " 5568 !10439 #11877 & 2771 ! 258.9 & 15.62&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 101.6 ! ! ... Not reviewed / Quality not known
Ann. Median 12.50 ! " ... Relative Uncertainty +/-10%
Annual Total 37095 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 1703 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 1.432& 0.000& 3.831& 3.853& 97.66 " 154.4 " 220.8 " 227.0 " 219.9 " 70.73 " 10.48 " 1
2 0.000& 1.096& 0.000& 2.805& 4.421& 82.58 " 138.7 " 195.4 " 217.9 " 186.6 " 61.33 " 10.13 " 2
3 0.000& 0.692& 0.000& 2.127& 5.070& 87.48 " 126.6 " 177.8 " 567.9 " 164.2 " 55.35 " 10.19 " 3
4 0.000& 0.339& 0.000& 2.330& 6.378& 115.3 " 137.2 " 163.2 " 753.5 " 144.0 " 58.28 " 10.75 " 4
5 0.001& 0.083& 0.000& 2.543& 7.037& 94.60 " 857.9 " 153.5 " 420.3 " 135.2 " 52.73 " 10.23 " 5
6 1.269& 0.035& 0.000& 2.562& 7.924& 70.51 " 879.8 # 224.5 " 311.4 " 140.6 " 47.40 " 9.341" 6
7 0.000& 0.000& 0.000& 2.504& 7.692& 60.31 " 445.0 " 319.6 " 269.9 " 259.1 " 41.29 " 8.434& 7
8 0.000& 0.000& 0.000& 2.670& 8.622& 56.68 " 291.8 " 222.1 " 238.0 "1421 & 36.90 " 7.917& 8
9 0.000& 0.000& 0.000& 2.749& 9.178" 70.93 " 244.7 " 176.0 " 209.6 "1210 # 34.43 " 7.393& 9
10 0.000& 0.000& 0.000& 2.796& 8.917" 71.58 " 213.7 " 393.7 " 192.1 " 583.9 " 33.21 " 6.511& 10
11 0.000& 0.000& 0.000& 2.846& 8.368& 89.17 " 193.4 "1026 # 755.0 " 404.8 " 30.85 " 5.948& 11
12 0.000& 0.000& 0.000& 3.089& 8.163& 139.9 " 173.8 " 642.2 " 863.9 # 334.8 " 28.77 " 5.691& 12
13 0.000& 0.000& 0.000& 3.301& 8.309& 116.8 " 198.7 " 386.8 " 424.9 " 325.2 " 27.77 " 5.610& 13
14 0.000& 0.000& 0.000& 2.983& 8.579" 94.75 " 457.4 " 298.6 " 718.7 " 819.2 " 26.45 " 6.901& 14
15 0.000& 0.000& 0.000& 2.982& 9.222" 107.2 " 461.0 " 303.1 " 947.7 " 680.1 " 25.31 " 8.027& 15
16 0.000& 0.000& 0.000& 2.648& 9.347" 157.1 " 582.7 " 353.2 " 548.7 " 473.8 " 26.04 " 7.550& 16
17 0.000& 0.000& 0.000& 2.545& 9.333" 142.9 " 662.5 " 365.8 " 391.7 " 365.1 " 27.14 " 6.479& 17
18 0.000& 0.000& 0.000& 2.529& 8.602& 602.0 " 477.7 " 481.7 " 327.6 " 284.6 " 27.15 " 5.605& 18
19 0.000& 0.000& 0.000& 2.516& 80.71 & 640.4 " 387.3 " 584.4 " 282.6 " 239.5 " 25.92 " 5.015& 19
20 0.000& 0.000& 0.000& 2.755& 218.1 " 348.4 " 320.6 " 423.8 " 251.7 " 204.5 " 23.48 " 4.056& 20
21 0.000& 0.000& 24.00 & 2.796& 98.03 " 249.7 " 265.7 " 318.0 " 319.3 " 180.0 " 20.78 " 3.051& 21
22 0.000& 0.000& 24.71 " 2.857& 67.58 " 201.1 " 224.8 " 267.4 " 537.3 " 161.5 " 19.19 " 2.470& 22
23 1027 & 0.000& 16.84 " 2.975& 48.64 " 438.0 " 197.5 " 237.7 " 343.8 " 144.2 " 17.28 " 2.152& 23
24 822.8 & 0.000& 12.20 " 2.690& 34.66 " 360.1 " 180.0 " 493.6 " 256.0 " 136.9 " 15.67 " 1.913& 24
25 148.8 $ 0.000& 9.593" 2.553& 27.95 " 234.1 " 170.4 " 734.6 " 221.6 " 137.1 " 14.18 " 1.710& 25
26 62.21 $ 0.000& 7.940& 2.451& 27.02 " 228.2 " 490.0 " 568.5 " 217.6 " 115.0 " 13.33 " 1.537& 26
27 30.28 $ 0.000& 6.672& 2.515& 171.4 " 218.5 " 490.0 " 382.0 " 303.9 " 105.2 " 12.55 " 1.382& 27
28 16.59 $ 0.000& 5.484& 2.797& 753.8 " 221.7 " 437.8 " 308.1 " 458.5 " 97.13 " 12.01 " 1.237& 28
29 9.617& 4.673& 2.818& 364.4 " 255.2 " 471.1 " 312.6 " 328.5 " 89.35 " 11.85 " 1.100& 29
30 4.332& 3.926& 3.465& 172.8 " 187.6 " 320.8 " 309.8 " 247.6 " 81.81 " 11.25 " 0.974& 30
31 2.359& 3.504& 121.1 " 256.6 " 264.0 " 77.20 " 0.852& 31
Mean 68.56 & 0.131& 3.856& 2.768& 75.01 & 194.7 " 351.9 # 364.8 # 405.1 # 320.1 & 30.29 " 5.504&
Median 0.000& 0.000& 0.000& 2.752& 9.222& 141.4 " 291.8 # 312.6 # 323.5 # 186.6 & 26.79 " 5.691&
Maximum 1027 & 1.432& 24.71 & 3.831& 753.8 & 640.4 " 879.8 #1026 # 947.7 #1421 & 70.73 " 10.75 &
Minimum 0.000& 0.000& 0.000& 2.127& 3.853& 56.68 " 126.6 # 153.5 # 192.1 # 77.20 & 11.25 " 0.852&
Total 2125 & 3.68& 119.5 & 83.03& 2325 & 5841 "10910 #11308 #12154 # 9922 & 908.6 " 170.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 153.1 & " ... Relative Uncertainty +/-10%
Ann. Median 27.77 & # ... Relative Uncertainty +/-15%
Annual Total 55871 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1421 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.730& 59.26 " 3.396& 3.684& 24.27 " 11.67 " 188.1 " 266.3 "1319 # 114.3 " 20.92 " 9.012& 1
2 0.613& 43.43 " 2.224& 3.543& 17.88 " 13.11 "1009 # 381.6 " 938.8 " 103.2 " 19.94 " 7.694& 2
3 0.521& 31.22 " 1.588& 3.339& 14.93 " 14.17 "1105 # 521.1 " 759.1 " 94.18 " 18.85 " 6.593& 3
4 0.603& 25.75 " 1.357& 3.001& 13.27 " 14.62 "1051 $ 337.9 " 591.3 " 88.04 " 17.93 " 5.633& 4
5 0.526& 20.95 " 1.231& 2.723& 12.24 " 14.26 " 861.5 $ 401.3 " 472.5 " 83.69 " 17.13 " 4.786& 5
6 0.284& 17.91 " 1.094& 2.657& 11.48 " 13.70 " 611.8 $ 852.4 " 789.0 " 92.07 " 16.70 " 4.156& 6
7 0.429& 15.09 " 0.967& 2.633& 10.92 " 13.17 " 564.7 $ 932.8 " 798.7 " 88.98 " 16.80 " 3.569& 7
8 2.104& 12.96 " 0.807& 2.598& 10.39 " 12.73 " 462.5 " 705.8 " 569.2 " 79.56 " 18.79 " 3.064& 8
9 2.092& 11.27 " 0.944& 2.685& 10.07 " 12.39 " 341.4 " 487.3 " 442.7 " 71.85 " 22.75 " 2.913& 9
10 1.797& 9.960" 1.235& 3.042& 10.66 " 12.94 " 304.8 " 389.3 " 358.2 " 64.73 " 25.53 " 2.500& 10
11 1.371& 9.349" 1.084& 3.213& 26.67 " 14.68 " 608.4 " 329.3 " 319.5 " 60.62 " 23.98 " 2.006& 11
12 1.292& 8.968& 3.063& 3.225& 40.04 " 17.45 " 492.6 " 293.1 " 301.1 " 56.98 " 20.32 " 1.788& 12
13 1.121& 8.538& 2.938& 3.480& 35.97 " 17.76 " 606.5 " 276.7 " 310.1 " 54.67 " 16.36 " 1.584& 13
14 22.29 & 8.265& 4.079& 3.625& 26.69 " 94.30 " 779.5 " 266.2 " 327.3 " 51.07 " 13.42 " 1.333& 14
15 281.2 " 7.834& 3.502& 3.819& 21.56 " 210.1 " 734.7 " 271.1 " 315.8 " 47.66 " 11.72 " 1.172& 15
16 151.2 " 7.653& 3.017& 4.182& 18.93 " 121.4 " 620.8 " 782.7 " 292.3 " 42.67 " 11.13 " 0.958& 16
17 84.99 " 7.428& 2.595& 4.173& 17.56 " 66.54 "1158 # 797.5 " 243.5 " 40.61 " 10.30 " 0.859& 17
18 53.52 " 6.926& 2.222& 4.601& 15.86 " 47.77 "1829 & 450.2 " 219.0 " 37.69 " 10.08 " 0.733& 18
19 33.71 " 5.692& 2.009& 5.079& 14.83 " 154.8 "1446 # 348.8 " 202.9 " 34.78 " 9.276& 0.648& 19
20 24.01 " 3.575& 2.009& 4.465& 14.10 " 242.7 "1210 # 305.0 " 190.2 " 32.73 " 8.084& 0.580& 20
21 18.32 " 4.094& 3.421& 4.223& 13.52 " 216.0 " 887.2 " 283.5 " 176.3 " 31.40 " 7.205& 0.515& 21
22 45.61 $ 12.39 & 3.662& 4.088& 13.07 " 177.7 " 807.7 " 257.4 " 161.0 " 31.27 " 6.909& 0.602& 22
23 62.30 $ 19.16 " 7.007& 4.462& 12.71 " 194.0 " 753.6 " 225.6 " 150.9 " 31.58 " 6.532& 0.556& 23
24 55.71 $ 12.61 " 9.822& 4.060& 12.51 " 172.6 " 595.2 " 235.4 " 141.3 " 31.21 " 6.252& 0.714& 24
25 51.69 $ 9.686" 8.123& 4.322& 12.44 " 153.5 " 473.7 " 236.0 " 137.9 " 29.75 " 5.945& 0.769& 25
26 48.50 $ 7.351& 6.513& 4.640& 12.64 " 177.9 " 394.7 " 321.0 " 128.8 " 27.98 " 5.799& 0.727& 26
27 44.16 $ 5.732& 5.363& 7.327& 12.30 " 138.1 " 343.3 " 315.1 " 120.8 " 26.24 " 7.695& 0.697& 27
28 35.57 $ 5.253& 4.472& 18.57 " 12.18 " 114.7 " 327.0 " 258.7 " 136.5 " 23.83 " 8.956& 0.478& 28
29 30.75 $ 4.170& 4.099& 46.20 " 11.62 " 97.32 " 339.7 " 431.5 " 135.3 " 22.36 " 9.791" 0.282& 29
30 27.22 $ 3.898& 32.83 " 11.31 " 83.82 " 304.3 " 441.9 " 123.6 " 22.15 " 9.469" 0.269& 30
31 35.79 $ 3.776& 11.03 " 274.3 "1153 # 21.86 " 0.207& 31
Mean 36.13 & 13.88 & 3.275& 6.683& 16.25 " 88.20 " 693.1 & 437.3 # 372.4 # 52.89 " 13.49 & 2.174&
Median 24.01 & 9.349& 3.017& 3.940& 13.07 " 75.18 " 608.4 & 337.9 # 296.7 # 42.67 " 11.42 & 0.958&
Maximum 281.2 & 59.26 & 9.822& 46.20 & 40.04 " 242.7 "1829 &1153 #1319 # 114.3 " 25.53 & 9.012&
Minimum 0.284& 3.575& 0.807& 2.598& 10.07 " 11.67 " 188.1 & 225.6 # 120.8 # 21.86 " 5.799& 0.207&
Total 1120 & 402.5 & 101.5 & 200.5 & 503.6 " 2646 "21486 &13556 #11173 # 1640 " 404.6 & 67.40&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 145.6 & " ... Relative Uncertainty +/-10%
Ann. Median 17.92 & # ... Relative Uncertainty +/-15%
Annual Total 53301 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1829 & 0.207&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.136& 0.000& 0.000& 0.000& 2.900& 31.74 " 12.67 " 337.0 " 86.41 " 355.9 " 23.41 " 7.135& 1
2 0.135& 0.000& 0.000& 0.000& 2.896& 26.64 " 13.62 " 201.2 " 74.57 " 209.9 " 20.91 " 7.089& 2
3 0.128& 0.000& 0.000& 0.000& 3.045& 23.77 " 17.97 " 196.0 " 70.84 " 153.7 " 18.94 " 7.253& 3
4 0.108& 0.000& 0.000& 0.000& 3.184& 23.96 " 22.56 " 276.4 " 66.25 " 122.6 " 17.48 " 6.965& 4
5 0.067& 0.000& 0.000& 0.000& 3.288& 21.16 " 20.99 " 203.6 " 62.29 " 101.6 " 15.82 " 6.387& 5
6 0.013& 0.000& 0.000& 0.000& 9.708& 18.78 " 21.99 " 180.2 " 87.35 " 107.0 " 14.66 " 5.559& 6
7 0.000& 0.000& 0.000& 0.000& 38.43 " 17.02 " 45.59 " 181.7 " 116.3 " 73.52 " 13.65 " 5.087& 7
8 0.000& 0.000& 0.000& 0.000& 38.05 " 16.58 " 77.74 " 149.1 " 107.3 " 62.86 " 12.01 " 4.223& 8
9 0.000& 0.000& 0.000& 0.000& 23.83 " 20.97 " 91.19 " 294.8 " 143.8 " 58.80 " 10.71 " 3.933& 9
10 0.000& 0.000& 0.000& 0.000& 16.30 " 27.07 " 63.18 " 375.0 " 196.0 " 53.89 " 9.650" 3.661& 10
11 0.000& 0.000& 0.000& 0.000& 13.65 " 30.76 " 41.69 " 236.7 " 146.3 " 49.16 " 8.870& 3.182& 11
12 0.000& 0.000& 0.000& 0.000& 17.15 " 25.95 " 36.79 " 200.3 " 106.7 " 47.60 " 8.001& 2.643& 12
13 0.000& 0.000& 0.000& 0.000& 27.82 " 20.61 " 35.66 " 168.1 " 88.24 " 43.37 " 7.094& 2.188& 13
14 0.000& 0.000& 0.000& 0.000& 43.90 " 17.57 " 31.39 " 366.5 " 77.89 " 39.17 " 6.411& 1.789& 14
15 0.000& 0.000& 0.000& 0.000& 27.24 " 15.77 " 27.04 " 680.2 " 70.97 " 36.54 " 6.136& 1.461& 15
16 0.000& 0.000& 0.000& 0.000& 18.86 " 14.86 " 24.13 " 449.4 " 66.77 " 34.31 " 5.949& 1.184& 16
17 0.000& 0.000& 0.000& 0.000& 15.17 " 14.85 " 22.24 " 271.6 " 61.75 " 32.38 " 6.038& 0.939& 17
18 0.000& 0.000& 0.000& 0.000& 12.64 " 15.26 " 20.78 " 212.8 " 56.20 " 30.37 " 5.798& 0.710& 18
19 0.000& 0.000& 0.000& 0.000& 11.50 " 15.24 " 19.78 " 180.3 " 51.25 " 30.03 " 6.705& 0.505& 19
20 0.000& 0.000& 0.000& 0.000& 11.20 " 14.48 " 19.41 " 158.7 " 46.20 " 31.88 " 7.856& 0.344& 20
21 0.000& 0.000& 0.000& 0.000& 11.24 " 13.68 " 20.36 " 144.6 " 42.41 " 113.0 " 10.59 & 0.212& 21
22 0.000& 0.000& 0.000& 0.340& 11.09 " 13.11 " 20.50 " 126.2 " 54.67 " 181.5 " 12.23 " 0.109& 22
23 0.000& 0.000& 0.000& 1.929& 10.99 " 12.70 " 19.99 " 119.6 " 100.6 " 125.4 " 9.561" 0.039& 23
24 0.000& 0.000& 0.000& 1.829& 12.05 " 12.64 " 18.81 " 172.4 " 91.20 " 85.87 " 8.720" 0.004& 24
25 0.000& 0.000& 0.000& 1.749& 15.54 " 12.82 " 17.43 " 176.3 " 69.46 " 63.71 " 7.861& 0.000& 25
26 0.000& 0.000& 0.000& 2.564& 19.52 " 12.52 " 16.49 " 130.8 " 54.59 " 51.10 " 6.920& 0.000& 26
27 0.000& 0.000& 0.000& 3.234& 20.11 " 12.20 " 16.45 " 109.1 " 46.37 " 42.39 " 6.534& 0.000& 27
28 0.000& 0.000& 0.000& 3.215& 17.88 " 11.94 " 19.18 " 96.05 " 53.60 " 36.44 " 5.940& 0.000& 28
29 0.000& 0.000& 2.994& 19.08 " 11.71 " 30.06 " 87.41 " 377.9 " 32.60 " 5.567& 0.000& 29
30 0.000& 0.000& 2.915& 32.94 " 11.71 " 960.9 # 93.01 " 706.0 " 29.00 " 6.342& 0.000& 30
31 0.000& 0.000& 36.23 " 982.1 # 86.37 " 26.11 " 0.000& 31
Mean 0.019& 0.000& 0.000& 0.692& 17.66 & 17.94 " 89.96 # 214.9 " 112.7 " 79.41 " 10.21 & 2.342&
Median 0.000& 0.000& 0.000& 0.000& 15.54 & 15.52 " 21.99 # 180.3 " 72.77 " 51.10 " 8.360& 1.184&
Maximum 0.136& 0.000& 0.000& 3.234& 43.90 & 31.74 " 982.1 # 680.2 " 706.0 " 355.9 " 23.41 & 7.253&
Minimum 0.000& 0.000& 0.000& 0.000& 2.896& 11.71 " 12.67 # 86.37 " 42.41 " 26.11 " 5.567& 0.000&
Total 0.586& 0.000& 0.000& 20.77 & 547.4 & 538.1 "2789 #6661 "3380 "2462 " 306.4 & 72.60 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 45.97 & " ... Relative Uncertainty +/-10%
Ann. Median 11.50 & # ... Relative Uncertainty +/-15%
Annual Total 16778 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 982.1 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 0.000& 5.427& 138.4 " 191.2 " 437.1 " 52.81 " 68.50 " 1.294& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 11.88 & 206.6 " 168.7 " 796.0 " 47.52 " 65.04 " 1.106& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 26.73 " 164.1 " 153.9 " 623.9 " 43.12 " 51.94 " 1.032& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 92.98 " 129.3 " 182.0 " 393.8 " 40.07 " 36.54 " 0.899& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 130.5 " 173.8 " 340.8 " 288.7 " 44.00 " 31.68 " 0.846& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 124.5 " 146.7 " 296.1 " 238.4 " 141.2 " 27.03 " 0.757& 6
7 0.000& 0.000& 0.000& 0.000& 2.675& 86.34 " 172.5 " 221.0 " 204.6 " 208.4 " 23.35 " 0.700& 7
8 0.000& 0.000& 0.000& 0.000& 21.93 " 60.62 " 182.0 " 184.5 " 178.9 " 139.2 " 19.96 " 0.591& 8
9 0.000& 0.000& 0.000& 0.000& 23.61 " 42.90 " 151.7 " 255.2 " 159.6 " 99.32 " 17.33 " 0.343& 9
10 0.000& 0.000& 0.000& 0.000& 21.48 " 34.56 " 157.7 " 444.4 " 143.2 " 76.34 " 15.20 " 0.190& 10
11 0.000& 0.000& 0.000& 0.000& 20.82 " 31.07 " 375.3 " 407.7 " 130.1 " 63.30 " 13.40 " 0.134& 11
12 0.000& 0.000& 0.000& 0.000& 26.27 " 29.19 " 791.9 " 285.1 " 120.5 " 55.43 " 12.03 " 0.166& 12
13 0.000& 0.000& 0.000& 0.000& 22.46 " 56.73 " 762.1 " 226.6 " 114.5 " 49.45 " 11.06 " 0.131& 13
14 0.000& 0.000& 0.000& 0.000& 15.55 " 109.3 " 493.5 " 194.1 " 120.9 " 44.99 " 9.893" 0.139& 14
15 0.000& 0.000& 0.000& 0.000& 12.64 " 129.6 " 479.8 " 183.3 " 295.1 " 41.25 " 8.796& 0.132& 15
16 0.000& 0.000& 0.000& 0.000& 11.02 " 92.28 " 359.5 " 171.5 " 291.0 " 38.50 " 7.485& 0.103& 16
17 0.000& 0.000& 0.000& 0.000& 9.754" 62.93 " 277.5 " 153.5 " 182.5 " 47.10 " 6.682& 0.057& 17
18 0.000& 0.000& 0.000& 0.000& 8.626& 85.59 " 250.0 " 136.4 " 142.0 " 93.74 " 6.135& 0.008& 18
19 0.000& 0.000& 0.000& 0.000& 7.799& 164.5 " 412.2 " 125.3 " 122.0 " 93.64 " 5.368& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 7.209& 118.2 " 323.1 " 122.7 " 106.7 " 71.09 " 4.524& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 6.689& 83.75 " 239.8 " 111.1 " 98.42 " 54.20 " 4.210& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 6.331& 93.05 " 210.9 " 104.1 " 94.01 " 42.40 " 4.254& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 6.116& 85.22 " 189.4 " 98.29 " 104.3 " 36.24 " 3.839& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 6.669& 70.16 " 203.3 " 94.19 " 109.3 " 33.22 " 3.397& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 6.784& 63.22 " 299.6 " 98.64 " 107.4 " 31.16 " 3.185& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 7.465& 57.30 " 397.2 " 110.8 " 95.86 " 28.12 " 2.849& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 6.977& 56.44 " 435.4 " 165.8 " 85.29 " 26.34 " 2.335& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 6.553& 50.61 " 318.0 " 159.2 " 74.18 " 27.66 " 2.029& 0.000& 28
29 0.000& 0.000& 0.000& 6.107& 129.1 " 237.7 " 131.7 " 65.06 " 29.78 " 1.765& 0.000& 29
30 0.000& 0.000& 0.000& 5.733& 132.5 " 225.0 " 166.4 " 58.17 " 26.94 " 1.464& 0.000& 30
31 0.000& 0.000& 5.545& 221.7 " 218.9 " 24.21 " 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 9.123& 77.24 & 294.4 " 190.4 " 199.4 " 59.70 " 15.71 & 0.278&
Median 0.000& 0.000& 0.000& 0.000& 6.784& 76.95 & 237.7 " 168.7 " 126.1 " 44.99 " 8.140& 0.103&
Maximum 0.000& 0.000& 0.000& 0.000& 26.27 & 164.5 & 791.9 " 444.4 " 796.0 " 208.4 " 68.50 & 1.294&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 5.427& 129.3 " 94.19 " 58.17 " 24.21 " 1.464& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 282.8 &2317 &9126 "5903 "5982 "1851 " 471.3 & 8.626&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 71.07 & " ... Relative Uncertainty +/-10%
Ann. Median 6.977& & ... Relative Uncertainty +/-30%
Annual Total 25941 &
Maximum Minimum
Daily 796.0 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 31.52 " 6.717& 34.60 " 678.3 " 253.6 " 176.2 " 387.1 " 31.56 " 8.879& 1
2 0.000& 0.000& 0.000& 16.56 " 6.564& 58.25 " 431.1 " 232.7 " 164.2 " 262.4 " 28.79 " 7.679& 2
3 0.000& 0.000& 0.000& 10.26 " 6.267& 59.36 " 623.3 " 843.5 " 152.3 " 211.7 " 27.21 " 6.323& 3
4 0.000& 0.000& 0.000& 7.186& 5.565& 53.16 " 833.1 " 962.3 # 168.6 " 182.3 " 24.06 " 5.115& 4
5 0.000& 0.000& 0.000& 5.170& 5.254& 44.43 " 875.1 " 590.8 " 165.9 " 159.0 " 21.10 " 4.448& 5
6 0.000& 0.000& 0.000& 3.881& 4.592& 43.63 " 882.0 " 415.0 " 149.3 " 138.8 " 19.44 " 4.016& 6
7 0.000& 0.000& 0.000& 2.899& 4.080& 37.78 " 557.2 " 328.1 " 139.1 " 125.4 " 17.84 " 3.382& 7
8 0.000& 0.000& 0.000& 2.727& 4.349& 33.05 " 417.6 " 283.9 " 161.4 " 120.7 " 16.15 " 3.032& 8
9 0.000& 0.000& 0.000& 2.165& 4.904& 29.58 " 443.2 " 247.9 " 264.7 " 107.4 " 14.29 " 2.459& 9
10 0.000& 0.000& 0.000& 1.954& 5.886& 27.38 " 995.7 # 287.2 " 309.7 " 95.82 " 12.18 " 2.125& 10
11 0.000& 0.000& 0.000& 5.284& 7.057& 26.14 "1490 #1054 # 409.7 " 87.33 " 10.60 " 1.944& 11
12 0.000& 0.000& 0.000& 51.73 " 19.51 & 25.12 " 815.1 "1026 # 362.7 " 84.91 " 9.691" 1.854& 12
13 0.000& 0.000& 0.000& 93.73 " 27.31 " 23.80 " 541.8 " 533.6 " 308.7 " 103.5 " 9.224" 1.701& 13
14 0.000& 0.000& 0.000& 62.07 " 31.99 " 21.97 " 605.1 " 393.2 " 254.2 " 119.4 " 8.423& 1.535& 14
15 0.000& 0.000& 0.000& 36.28 " 29.15 " 21.08 " 687.2 " 332.0 " 203.5 " 107.2 " 7.448& 1.389& 15
16 0.000& 0.000& 0.000& 25.20 " 76.61 " 20.22 " 467.6 " 368.8 " 171.9 " 94.51 " 7.123& 1.201& 16
17 0.000& 0.000& 0.000& 18.52 " 185.5 " 19.90 " 365.1 " 344.3 " 151.6 " 82.72 " 9.296& 1.241& 17
18 0.000& 0.000& 0.000& 14.83 " 115.5 " 18.88 " 315.8 " 283.3 " 139.1 " 75.33 " 22.56 " 1.228& 18
19 0.000& 0.000& 0.000& 12.86 " 65.93 " 17.80 " 283.3 " 274.3 " 129.6 " 69.32 " 50.72 " 1.584& 19
20 0.000& 0.000& 0.000& 11.74 " 44.14 " 17.23 " 273.8 " 275.8 " 136.0 " 63.79 " 50.86 " 3.659& 20
21 0.000& 0.000& 0.000& 12.45 " 50.43 " 17.07 " 263.3 " 285.8 " 166.0 " 58.86 " 35.95 " 3.029& 21
22 0.000& 0.000& 0.000& 12.77 " 72.47 " 21.83 " 297.3 " 951.4 " 369.2 " 55.79 " 27.62 " 2.300& 22
23 0.000& 0.000& 0.000& 10.60 " 63.43 " 45.08 " 247.2 " 901.7 " 499.7 " 51.96 " 20.03 " 1.933& 23
24 0.000& 0.000& 0.000& 9.868" 46.83 " 60.27 " 206.4 " 500.1 " 487.9 " 46.88 " 16.22 " 1.502& 24
25 0.000& 0.000& 0.000& 9.421" 36.21 " 97.11 " 193.0 " 406.0 " 448.5 " 40.75 " 17.17 " 1.184& 25
26 0.000& 0.000& 0.000& 9.117" 31.38 " 169.4 " 177.9 " 337.4 " 331.5 " 37.69 " 17.77 " 0.841& 26
27 0.000& 0.000& 0.000& 8.586& 27.86 " 362.8 " 192.5 " 282.1 " 255.5 " 41.71 " 16.26 " 0.516& 27
28 0.000& 0.000& 0.000& 8.330& 25.13 " 617.5 " 186.6 " 252.1 " 208.4 " 53.23 " 14.60 " 0.335& 28
29 0.000& 0.000& 8.104& 22.53 "1174 # 163.5 " 234.5 " 276.3 " 57.33 " 12.39 " 0.208& 29
30 0.000& 56.58 & 7.425& 24.50 " 934.8 " 199.3 " 211.5 " 580.3 " 41.82 " 10.41 " 0.139& 30
31 0.000& 38.71 & 33.13 " 277.1 " 189.9 " 35.10 " 0.086& 31
Mean 0.000& 0.000& 3.074& 17.11 & 35.19 & 137.8 # 483.4 # 447.8 # 258.1 " 103.2 " 19.57 & 2.480&
Median 0.000& 0.000& 0.000& 10.07 & 27.31 & 33.83 # 417.6 # 332.0 # 206.0 " 84.91 " 16.72 & 1.854&
Maximum 0.000& 0.000& 56.58 & 93.73 & 185.5 &1174 #1490 #1054 # 580.3 " 387.1 " 50.86 & 8.879&
Minimum 0.000& 0.000& 0.000& 1.954& 4.080& 17.07 # 163.5 # 189.9 # 129.6 " 35.10 " 7.123& 0.086&
Total 0.00& 0.00& 95.28& 513.2 & 1091 & 4133 #14985 #13883 # 7742 " 3200 " 587.0 & 76.87&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 126.9 & " ... Relative Uncertainty +/-10%
Ann. Median 21.10 & # ... Relative Uncertainty +/-15%
Annual Total 46305 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1490 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.046& 0.000& 0.000& 0.000& 0.000& 17.12 " 84.29 " 224.1 " 251.9 " 51.37 " 19.68 " 7.001& 1
2 0.017& 0.000& 0.000& 0.000& 0.000& 27.86 " 127.4 " 280.2 " 222.3 " 50.82 " 18.53 " 5.514& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 21.15 " 208.3 " 199.0 " 189.7 " 47.27 " 16.94 " 4.575& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 18.93 " 182.8 " 152.3 " 171.8 " 43.61 " 15.44 " 3.632& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 30.15 " 142.7 " 139.9 " 197.8 " 41.77 " 14.43 " 3.083& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 53.88 " 114.7 " 195.1 " 567.6 " 68.22 " 13.32 " 2.997& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 134.8 " 268.6 " 189.5 " 630.5 " 89.57 " 12.58 " 2.564& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 162.8 " 659.8 " 140.7 " 344.7 " 81.55 " 11.20 " 2.062& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 142.2 " 459.9 " 115.0 " 275.8 " 62.66 " 11.04 " 1.795& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 104.8 " 279.9 " 102.8 " 238.6 " 52.37 " 16.10 " 1.599& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 253.3 " 213.7 " 135.7 " 204.0 " 57.93 " 21.68 " 1.359& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 309.7 " 178.4 " 545.5 " 175.4 " 135.4 " 26.41 " 1.196& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 252.5 " 154.9 " 516.5 " 156.1 " 149.6 " 24.91 " 0.969& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 166.4 " 141.3 " 322.8 " 143.9 " 105.8 " 19.65 " 0.881& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 126.5 " 127.7 " 247.2 " 124.2 " 75.96 " 15.35 " 0.739& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 104.9 " 115.8 " 196.1 " 120.0 " 59.65 " 12.04 " 0.667& 16
17 0.000& 0.000& 0.000& 0.000& 1.257& 98.73 " 106.9 " 171.8 " 116.4 " 49.54 " 11.15 " 0.584& 17
18 0.000& 0.000& 0.000& 0.000& 26.86 " 92.95 " 99.48 " 176.8 " 111.7 " 41.61 " 10.53 " 0.515& 18
19 0.000& 0.000& 0.000& 0.000& 16.72 " 80.37 " 94.07 " 178.9 " 105.8 " 36.37 " 10.23 " 0.597& 19
20 0.000& 0.000& 0.000& 0.000& 12.45 " 69.55 " 90.46 " 161.3 " 99.02 " 34.25 " 8.987& 0.569& 20
21 0.000& 0.000& 0.000& 0.000& 11.40 " 62.51 " 108.9 " 211.2 " 93.01 " 43.03 " 7.787& 0.680& 21
22 0.000& 0.000& 0.000& 0.000& 16.79 " 78.57 " 150.9 " 208.1 " 88.53 " 81.74 " 6.493& 0.766& 22
23 0.000& 0.000& 0.000& 0.000& 24.00 " 113.5 " 135.4 " 228.6 " 82.27 " 76.67 " 5.565& 0.724& 23
24 0.000& 0.000& 0.000& 0.000& 22.12 " 101.8 " 110.4 " 404.8 " 78.05 " 48.05 " 4.940& 0.728& 24
25 0.000& 0.000& 0.000& 0.000& 14.67 " 79.05 " 95.40 " 634.2 " 73.92 " 35.13 " 5.364& 0.502& 25
26 0.000& 0.000& 0.000& 0.000& 11.49 " 62.91 " 81.76 " 595.7 " 70.50 " 29.50 " 7.788& 0.302& 26
27 0.000& 0.000& 0.000& 0.000& 9.722" 61.94 " 72.32 " 769.8 " 65.96 " 25.54 " 11.27 " 0.266& 27
28 0.000& 0.000& 0.000& 0.000& 8.448& 104.6 " 67.94 " 805.6 " 60.22 " 23.35 " 12.30 " 0.219& 28
29 0.000& 0.000& 0.000& 0.000& 7.732& 109.2 " 65.22 " 482.1 " 55.34 " 21.64 " 10.81 " 0.141& 29
30 0.000& 0.000& 0.000& 7.411& 92.58 " 90.21 " 348.3 " 51.65 " 20.96 " 8.709& 0.135& 30
31 0.000& 0.000& 9.497& 130.7 " 293.4 " 20.68 " 0.129& 31
Mean 0.002& 0.000& 0.000& 0.000& 6.470& 104.5 " 160.0 " 302.4 " 172.2 " 56.83 " 13.04 & 1.532&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 95.84 " 127.4 " 211.2 " 122.1 " 49.54 " 11.65 & 0.739&
Maximum 0.046& 0.000& 0.000& 0.000& 26.86 & 309.7 " 659.8 " 805.6 " 630.5 " 149.6 " 26.41 & 7.001&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 17.12 " 65.22 " 102.8 " 51.65 " 20.68 " 4.940& 0.129&
Total 0.064& 0.000& 0.000& 0.000& 200.6 &3135 "4960 "9373 "5167 "1762 " 391.2 & 47.49 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 68.41 & " ... Relative Uncertainty +/-10%
Ann. Median 10.38 & & ... Relative Uncertainty +/-30%
Annual Total 25037 &
Maximum Minimum
Daily 805.6 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.111& 0.000& 0.000& 0.000& 0.000& 29.89 " 292.6 " 98.03 " 159.0 " 217.9 " 43.65 " 5.319& 1
2 0.074& 0.000& 0.000& 0.000& 0.000& 27.93 " 226.4 " 145.3 " 145.0 " 247.8 " 38.64 " 5.016& 2
3 0.015& 0.000& 0.000& 0.000& 0.000& 28.92 " 197.8 " 261.6 " 136.4 " 207.5 " 35.60 " 4.650& 3
4 0.000& 0.000& 0.000& 0.000& 13.72 & 62.95 " 334.6 " 227.7 " 124.8 " 231.7 " 33.62 " 4.314& 4
5 0.000& 0.000& 0.000& 0.000& 21.38 " 134.9 " 365.3 " 162.0 " 123.7 " 221.3 " 46.13 " 4.770& 5
6 0.000& 0.000& 0.000& 0.000& 12.44 " 110.1 " 264.3 " 133.6 " 492.7 " 228.3 " 49.02 " 4.565& 6
7 0.000& 0.000& 0.000& 0.000& 8.828& 181.5 " 213.5 " 118.3 " 622.8 " 210.0 " 42.70 " 5.126& 7
8 0.000& 0.000& 0.000& 0.000& 6.889& 331.1 " 184.4 " 108.0 " 633.6 " 165.6 " 42.52 " 5.240& 8
9 0.000& 0.000& 0.000& 0.000& 5.578& 393.2 " 164.5 " 101.3 " 611.4 " 143.8 " 39.85 " 5.092& 9
10 0.000& 0.000& 0.000& 0.000& 4.533& 800.4 " 150.2 " 89.79 " 394.0 " 132.6 " 35.05 " 4.991& 10
11 0.000& 0.000& 0.000& 0.000& 4.095&1150 # 139.7 " 83.09 " 275.8 # 121.5 " 31.19 " 6.975& 11
12 0.000& 0.000& 0.000& 0.000& 6.073& 936.3 " 133.9 " 93.94 " 251.8 # 109.6 " 28.00 " 6.924& 12
13 0.000& 0.000& 0.000& 0.000& 10.26 & 786.6 " 173.7 " 240.9 " 236.7 # 98.36 " 24.91 " 7.476& 13
14 0.000& 0.000& 0.000& 0.000& 17.24 " 476.9 " 203.7 " 374.0 " 279.3 # 88.66 " 21.90 " 6.453& 14
15 0.000& 0.000& 0.000& 0.000& 18.59 " 358.5 " 193.2 " 292.5 " 226.5 # 74.99 " 18.61 " 6.073& 15
16 0.000& 0.000& 0.000& 0.000& 46.86 " 325.0 " 177.4 " 289.2 " 192.0 " 68.95 " 15.88 " 6.168& 16
17 0.000& 0.000& 0.000& 0.000& 95.04 " 468.0 " 149.5 " 795.4 # 308.9 " 66.01 " 14.43 " 5.637& 17
18 0.000& 0.000& 0.000& 0.000& 77.76 " 405.5 " 134.9 "1463 # 428.7 " 66.03 " 12.99 " 4.471& 18
19 0.000& 0.000& 0.000& 0.000& 303.7 " 334.4 " 124.8 " 790.3 " 286.4 " 66.22 " 11.51 " 3.669& 19
20 0.000& 0.000& 0.000& 0.000& 241.6 " 275.3 " 117.5 " 484.9 " 240.2 " 60.71 " 10.31 " 2.983& 20
21 0.000& 0.000& 0.000& 0.000& 129.4 " 227.6 " 266.4 " 379.7 " 262.8 " 59.37 " 9.144" 2.314& 21
22 0.000& 0.000& 0.000& 0.000& 217.2 " 199.3 " 306.5 " 317.6 " 228.3 " 79.14 " 8.036& 1.896& 22
23 0.000& 0.000& 0.000& 0.000& 164.8 " 391.0 " 218.2 " 278.0 " 191.7 " 77.77 " 7.088& 1.732& 23
24 0.000& 0.000& 0.000& 0.000& 107.2 "1065 # 182.9 " 246.4 " 161.1 " 69.17 " 6.026& 1.491& 24
25 0.000& 0.000& 0.000& 0.000& 78.01 " 690.3 " 167.2 " 240.2 " 140.8 " 78.00 " 5.189& 1.340& 25
26 0.000& 0.000& 0.000& 0.000& 61.30 " 436.1 " 150.8 " 242.5 " 129.3 " 78.63 " 4.004& 1.167& 26
27 0.000& 0.000& 0.000& 0.000& 51.17 " 329.3 " 137.8 " 216.1 " 123.5 " 73.45 " 3.341& 1.052& 27
28 0.000& 0.000& 0.000& 0.000& 43.03 " 270.0 " 125.7 " 205.1 " 123.5 " 65.03 " 3.485& 1.015& 28
29 0.000& 0.000& 0.000& 37.81 " 238.0 " 120.9 " 230.4 " 134.0 " 56.37 " 4.466& 1.001& 29
30 0.000& 0.000& 0.000& 34.51 " 286.9 " 113.7 " 229.6 " 163.6 " 51.59 " 4.812& 0.937& 30
31 0.000& 0.000& 31.97 " 104.8 " 189.0 " 50.91 " 0.871& 31
Mean 0.006& 0.000& 0.000& 0.000& 59.71 & 391.7 # 188.3 " 294.4 # 260.9 # 115.1 " 21.74 & 3.894&
Median 0.000& 0.000& 0.000& 0.000& 31.97 & 330.2 # 173.7 " 230.4 # 227.4 # 78.63 " 17.24 & 4.565&
Maximum 0.111& 0.000& 0.000& 0.000& 303.7 &1150 # 365.3 "1463 # 633.6 # 247.8 " 49.02 & 7.476&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 27.93 # 104.8 " 83.09 # 123.5 # 50.91 " 3.341& 0.871&
Total 0.20& 0.00& 0.00& 0.00& 1851 &11750 # 5837 " 9127 # 7828 # 3567 " 652.1 & 120.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 111.6 & " ... Relative Uncertainty +/-10%
Ann. Median 21.90 & # ... Relative Uncertainty +/-15%
Annual Total 40733 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1463 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.766& 1.189& 0.000& 0.000& 0.000& 14.21 " 30.32 " 76.32 " 467.4 " 56.46 " 16.44 " 1.171& 1
2 0.705& 0.875& 0.000& 0.000& 0.000& 11.69 " 26.12 " 82.28 " 393.0 " 51.90 " 11.95 " 1.303& 2
3 0.712& 0.678& 0.000& 0.000& 0.000& 10.42 " 23.97 " 70.64 " 275.3 " 52.91 " 10.40 " 1.754& 3
4 0.487& 0.518& 0.000& 0.000& 0.000& 9.538" 27.51 " 58.73 " 210.2 " 68.30 " 9.543" 1.555& 4
5 0.138& 0.393& 0.000& 0.000& 0.000& 8.853" 27.54 " 50.53 " 174.0 " 68.67 " 9.422" 1.358& 5
6 0.003& 0.311& 0.000& 0.000& 0.000& 8.391& 24.89 " 44.89 " 147.5 " 57.92 " 9.899" 0.997& 6
7 0.000& 0.431& 0.000& 0.000& 0.000& 7.839& 20.77 " 80.42 " 127.9 " 48.00 " 8.968& 0.797& 7
8 0.000& 0.293& 0.000& 0.000& 0.000& 7.396& 18.13 " 173.1 " 134.1 " 40.44 " 8.021& 0.554& 8
9 0.000& 0.210& 0.000& 0.000& 0.000& 7.125& 24.55 " 158.2 " 166.9 " 36.79 " 7.709& 0.364& 9
10 0.000& 0.047& 0.000& 0.000& 0.000& 7.083& 35.57 " 105.9 " 179.0 " 32.93 " 8.371& 0.212& 10
11 0.000& 0.009& 0.000& 0.000& 0.000& 7.020& 36.69 " 80.45 " 260.6 " 39.48 " 9.164" 0.100& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 6.772& 27.85 " 75.96 " 329.3 " 53.66 " 11.46 " 0.037& 12
13 15.11 & 0.000& 0.000& 0.000& 0.000& 6.427& 22.86 " 106.9 " 242.1 " 53.66 " 10.76 " 0.020& 13
14 61.01 # 0.000& 0.000& 0.000& 0.000& 6.460& 19.55 " 95.25 " 178.2 " 45.52 " 8.616& 0.000& 14
15 52.91 # 0.000& 0.000& 0.000& 6.195& 6.248& 17.68 " 239.0 " 145.0 " 38.16 " 7.254& 0.000& 15
16 34.18 # 0.000& 0.000& 0.000& 18.68 & 6.210& 16.58 " 422.9 " 127.2 " 33.68 " 5.866& 0.000& 16
17 24.79 # 0.000& 0.000& 0.000& 17.54 " 6.156& 15.60 " 276.1 " 150.8 " 30.94 " 5.026& 0.000& 17
18 17.78 # 0.000& 0.000& 0.000& 13.47 " 6.128& 14.62 " 175.7 " 231.4 " 28.88 " 4.208& 0.000& 18
19 13.20 # 0.000& 0.000& 0.000& 9.813" 7.483& 13.82 " 520.0 " 259.9 " 26.36 " 3.606& 0.000& 19
20 10.17 # 0.000& 0.000& 0.000& 7.979& 20.89 " 17.56 " 825.6 " 200.9 " 23.66 " 3.372& 0.000& 20
21 7.620& 0.000& 0.000& 0.000& 7.143& 32.31 " 79.53 " 412.3 " 187.8 " 20.67 " 2.966& 0.000& 21
22 4.650& 0.000& 0.000& 0.000& 6.364& 26.45 " 94.77 "1081 # 196.9 " 18.44 " 2.480& 0.000& 22
23 2.330& 0.000& 0.000& 0.000& 8.309& 18.81 " 55.62 "1301 # 162.4 " 18.62 " 2.163& 0.000& 23
24 1.115& 0.000& 0.000& 0.000& 11.09 " 15.47 " 72.59 " 641.0 " 134.5 " 17.28 " 1.949& 0.000& 24
25 2.512& 0.000& 0.000& 0.000& 17.83 " 13.09 " 144.3 " 422.7 " 115.3 " 15.76 " 1.574& 0.000& 25
26 1.739& 0.000& 0.000& 0.000& 17.47 " 11.53 " 122.7 " 337.2 " 103.0 " 14.84 " 1.250& 0.000& 26
27 2.381& 0.000& 0.000& 0.000& 12.06 " 16.54 " 107.5 " 277.9 " 93.16 " 13.92 " 1.064& 0.000& 27
28 3.851& 0.000& 0.000& 0.000& 10.03 " 50.60 " 149.3 " 234.2 " 83.64 " 12.75 " 1.049& 0.000& 28
29 3.553& 0.000& 0.000& 10.83 " 60.14 " 128.4 " 203.7 " 75.32 " 12.59 " 1.752& 0.000& 29
30 2.284& 0.000& 0.000& 14.29 " 36.49 " 96.19 " 176.7 " 64.00 " 14.50 " 1.428& 0.000& 30
31 1.620& 0.000& 16.92 " 75.25 " 282.7 " 16.59 " 0.000& 31
Mean 8.568& 0.177& 0.000& 0.000& 6.646& 15.13 & 51.24 " 293.2 # 187.2 " 34.33 " 6.258& 0.330&
Median 2.284& 0.000& 0.000& 0.000& 6.364& 9.195& 27.54 " 176.7 # 170.4 " 32.93 " 6.560& 0.000&
Maximum 61.01 & 1.189& 0.000& 0.000& 18.68 & 60.14 & 149.3 "1301 # 467.4 " 68.67 " 16.44 & 1.754&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 6.128& 13.82 " 44.89 # 64.00 " 12.59 " 1.049& 0.000&
Total 265.6 & 4.953& 0.000& 0.000& 206.0 & 453.8 &1588 "9089 #5617 "1064 " 187.7 & 10.22 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 50.65 & " ... Relative Uncertainty +/-10%
Ann. Median 7.125& # ... Relative Uncertainty +/-15%
Annual Total 18487 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1301 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 4.832& 77.81 $1321 # 287.6 " 128.8 " 31.96 " 1.003& 1
2 0.000& 0.000& 0.000& 0.000& 9.274& 10.03 & 167.6 $ 997.8 # 242.3 " 118.3 " 27.66 " 0.804& 2
3 0.000& 0.000& 0.000& 0.000& 24.18 " 8.206& 499.1 $ 609.9 " 218.5 " 100.9 " 24.11 " 0.629& 3
4 0.000& 0.000& 0.000& 0.000& 16.67 " 3.021& 641.7 $ 451.3 " 201.5 " 90.98 " 20.25 " 0.645& 4
5 0.000& 0.000& 0.000& 0.000& 12.51 " 19.66 $ 520.9 $ 355.5 " 190.5 " 84.73 " 17.84 " 0.935& 5
6 0.000& 0.000& 0.000& 0.000& 9.624" 8.912& 713.5 $ 451.5 " 174.0 " 79.20 " 16.72 " 0.853& 6
7 0.000& 0.000& 0.000& 0.000& 7.384& 3.043& 731.3 $ 630.1 " 167.8 " 72.92 " 15.88 " 0.760& 7
8 0.000& 0.000& 0.000& 0.000& 5.910& 1.004& 487.4 $ 468.9 " 315.0 " 94.58 " 15.08 " 0.668& 8
9 0.000& 0.000& 0.000& 0.000& 4.873& 0.103& 331.4 $ 345.2 " 299.3 " 151.8 " 14.09 " 0.584& 9
10 0.000& 0.000& 0.000& 0.000& 4.138& 0.000& 239.3 $ 459.1 " 206.5 " 173.8 " 14.52 " 0.508& 10
11 0.000& 0.000& 0.000& 0.000& 3.738& 0.000& 169.0 $ 804.2 " 171.2 " 125.1 " 11.55 " 0.439& 11
12 0.000& 0.000& 0.000& 0.000& 3.395& 0.000& 123.8 $ 493.7 " 456.6 " 98.74 " 10.04 " 0.376& 12
13 0.000& 0.000& 0.000& 0.000& 3.341& 0.000& 92.99 $ 344.1 " 867.1 " 81.72 " 9.331" 0.319& 13
14 0.000& 0.000& 0.000& 0.000& 3.325& 0.000& 70.43 $ 295.8 " 558.9 " 68.15 " 8.767" 0.267& 14
15 0.000& 0.000& 0.000& 0.000& 3.398& 0.000& 53.97 $ 252.4 " 574.7 " 59.30 " 8.146& 0.216& 15
16 0.000& 0.000& 0.000& 0.000& 3.399& 0.000& 41.84 $ 219.2 " 440.8 " 52.91 " 7.176& 0.167& 16
17 0.000& 0.000& 0.000& 0.000& 3.323& 0.000& 31.95 $ 196.4 " 347.2 " 49.74 " 7.026& 0.127& 17
18 0.000& 0.000& 0.000& 0.000& 3.190& 0.000& 29.56 " 177.9 " 293.3 " 48.33 " 9.102& 0.094& 18
19 0.000& 0.000& 0.000& 0.000& 2.990& 0.000& 39.60 " 169.3 " 250.3 " 46.92 " 5.499& 0.067& 19
20 0.000& 0.000& 0.000& 0.000& 3.172& 0.000& 111.9 " 309.4 " 218.9 " 44.10 " 4.476& 0.042& 20
21 0.000& 0.000& 0.000& 0.000& 3.128& 1.981& 162.7 " 364.2 " 192.9 " 39.78 " 3.895& 0.018& 21
22 0.000& 0.000& 0.000& 0.000& 3.091& 9.431& 237.1 " 268.7 " 182.6 " 36.60 " 3.470& 0.004& 22
23 0.000& 0.000& 0.000& 0.000& 3.336& 11.57 & 220.3 " 647.5 " 175.9 " 33.07 " 2.884& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 3.527& 39.67 $ 376.5 " 464.2 " 204.2 " 29.98 " 2.357& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 3.604& 77.49 $ 476.8 " 296.1 " 254.5 " 28.06 " 2.075& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 4.071& 40.73 $ 397.2 " 353.6 " 248.6 " 29.39 " 1.828& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 6.144& 22.90 $ 304.8 " 458.4 " 244.1 " 50.07 " 1.432& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 42.24 " 33.31 $ 607.4 " 337.5 " 209.0 " 56.56 " 1.149& 0.000& 28
29 0.000& 0.000& 0.000& 75.85 " 57.50 $ 510.0 " 320.1 " 157.9 " 56.40 " 0.907& 0.000& 29
30 0.000& 0.000& 0.000& 40.03 " 95.06 $ 832.3 # 560.1 " 141.3 " 46.53 " 0.931& 0.000& 30
31 0.000& 0.000& 20.33 $ 1843 & 400.3 " 35.81 " 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 10.75 & 14.95 & 359.5 & 445.9 # 283.1 " 71.40 " 10.01 & 0.307&
Median 0.000& 0.000& 0.000& 0.000& 3.738& 3.032& 239.3 & 364.2 # 230.6 " 56.56 " 8.457& 0.167&
Maximum 0.000& 0.000& 0.000& 0.000& 75.85 & 95.06 &1843 &1321 # 867.1 " 173.8 " 31.96 & 1.003&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 29.56 & 169.3 # 141.3 " 28.06 " 0.907& 0.000&
Total 0.00& 0.00& 0.00& 0.00& 333.2 & 448.4 &11143 &13823 # 8493 " 2213 " 300.2 & 9.52&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 100.7 & " ... Relative Uncertainty +/-10%
Ann. Median 3.325& # ... Relative Uncertainty +/-15%
Annual Total 36764 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1843 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 14.13 " 56.92 " 123.3 " [ ] 65.21 " 144.0 $ 29.61 " 9.156& 1
2 0.000& 0.000& 0.000& 0.000& 12.87 " 66.52 " 91.56 " [ ] 70.49 " 117.6 $ 23.94 " 7.841& 2
3 0.000& 0.000& 0.000& 0.000& 12.18 " 46.45 " 91.70 " [ ] 70.01 " 101.1 $ 19.63 " 6.890& 3
4 0.000& 0.000& 0.000& 0.000& 11.02 " 35.39 " 112.8 " [ ] 63.57 " 88.30 $ 21.16 " 6.011& 4
5 0.000& 0.000& 0.000& 0.000& 10.17 " 28.84 " 139.1 " [ ] 58.57 " 76.93 $ 31.53 " 5.466& 5
6 0.000& 0.000& 0.000& 0.000& 9.574" 24.04 " 129.4 " [ ] 54.75 " 67.23 $ 51.31 " 4.941& 6
7 0.000& 0.000& 0.000& 62.22 & 9.029" 20.66 " 100.3 " [ ] 49.95 " 60.13 $ 48.27 " 4.406& 7
8 0.000& 0.000& 0.000& 200.8 & 8.673" 19.37 " 82.18 " [ ] 44.64 " 52.54 $ 39.27 " 3.618& 8
9 0.000& 0.000& 0.000& 70.90 & 8.607" 29.27 " 76.45 " [ ] 41.56 " 46.35 $ 34.23 " 3.136& 9
10 0.000& 0.000& 0.000& 23.69 " 8.775& 46.55 " [ ] [ ] 40.50 " 42.00 $ 28.55 " 2.986& 10
11 0.000& 0.000& 0.000& 17.54 " 9.619" 52.63 " [ ] [ ] 41.59 " 38.41 $ 22.30 " 3.073& 11
12 0.000& 0.000& 0.000& 13.57 " 9.317" 46.59 " [ ] [ ] 60.11 " 35.39 $ 18.37 " 3.070& 12
13 0.000& 0.000& 0.000& 11.12 " 10.12 " 37.81 " [ ] [ ] 60.08 " 32.04 $ 16.18 " 3.534& 13
14 0.000& 0.000& 0.000& 9.407" 11.63 " 32.58 " [ ] [ ] 64.84 " 30.40 $ 14.03 " 2.789& 14
15 0.000& 0.000& 0.000& 8.085& 14.12 " 48.22 " [ ] [ ] 61.67 " 27.54 $ 11.93 " 2.625& 15
16 0.000& 0.000& 0.000& 7.078& 14.05 " 109.2 " [ ] [ ] 54.17 " 25.21 $ 10.58 " 2.596& 16
17 0.000& 0.000& 0.000& 10.71 & 13.24 " 126.3 " [ ] [ ] 66.38 " 21.93 $ 9.667" 1.976& 17
18 0.000& 0.000& 0.000& 29.73 " 12.17 " 98.48 " [ ] [ ] 117.7 " 20.07 $ 8.657& 1.523& 18
19 0.000& 0.000& 0.000& 41.08 " 11.15 " 72.39 " [ ] [ ] 137.5 " 18.49 $ 8.237& 1.229& 19
20 0.000& 0.000& 0.000& 28.59 " 9.919" 54.45 " [ ] [ ] 102.1 " 17.28 $ 8.176& 1.102& 20
21 0.000& 0.000& 0.000& 21.58 " 9.176" 42.98 " [ ] [ ] 86.46 " 16.15 $ 7.947& 0.958& 21
22 0.000& 0.000& 0.000& 19.77 " 10.93 " 36.35 " [ ] [ ] 82.27 " 15.10 $ 7.615& 0.782& 22
23 0.000& 0.000& 0.000& 19.91 " 21.21 " 33.05 " [ ] 92.34 " 74.83 " 14.27 $ 8.987& 0.571& 23
24 0.000& 0.000& 0.000& 19.85 " 26.89 " 30.67 " [ ] 86.75 " 64.85 " 15.93 $ 15.39 " 0.411& 24
25 0.000& 0.000& 0.000& 19.30 " 58.29 " 30.97 " [ ] 82.76 " 90.51 " 58.45 " 27.90 " 0.342& 25
26 0.000& 0.000& 0.000& 17.82 " 91.14 " 32.44 " [ ] 79.81 " 209.8 $ 82.10 " 30.05 " 0.335& 26
27 0.000& 0.000& 0.000& 15.19 " 58.39 " 55.87 " [ ] 75.38 " 178.7 $ 65.85 " 21.32 " 0.275& 27
28 0.000& 0.000& 0.000& 14.31 " 39.56 " 188.6 " [ ] 72.39 " 183.1 $ 41.02 " 16.16 " 0.208& 28
29 0.000& 0.000& 0.000& 13.84 " 31.43 " 250.4 " [ ] 70.69 " 210.0 $ 35.85 " 13.12 " 0.137& 29
30 0.000& 0.000& 14.73 " 27.13 " 179.2 " [ ] 67.84 " 177.9 $ 33.42 " 10.86 " 0.051& 30
31 0.000& 0.000& 25.03 " [ ] 63.98 " 34.94 " 0.011& 31
Mean 0.000& 0.000& 0.000& 23.69 & 19.98 & 64.44 " 105.2 " 76.88 " 89.46 $ 47.61 $ 20.50 & 2.647&
Median 0.000& 0.000& 0.000& 14.96 & 12.17 & 46.50 " 100.3 " 75.38 " 65.80 $ 35.85 $ 17.27 & 2.596&
Maximum 0.000& 0.000& 0.000& 200.8 & 91.14 & 250.4 " 139.1 " 92.34 " 210.0 $ 144.0 $ 51.31 & 9.156&
Minimum 0.000& 0.000& 0.000& 0.000& 8.607& 19.37 " 76.45 " 63.98 " 40.50 $ 14.27 $ 7.615& 0.011&
Total 0.000& 0.000& 0.000& 710.8 & 619.5 &1933 " 946.8 " 692.0 "2684 $1476 $ 615.0 & 82.05 &
Missing Days 0 0 0 0 0 0 22 22 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 30.31 & " ... Relative Uncertainty +/-10%
Ann. Median 13.00 & $ ... Relative Uncertainty +/-20%
Annual Total 9759 & & ... Relative Uncertainty +/-30%
Missing Days 44 [ ... Not Available
Maximum Minimum
Daily 250.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 6.172& 480.2 " 209.2 " 228.3 " 171.8 " 28.62 " 9.865" 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 6.301& 274.2 " 190.3 " 256.9 " 145.2 " 24.05 " 9.167" 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 10.87 & 191.1 " 175.2 " 239.9 " 127.8 " 20.47 " 11.75 " 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 14.37 " 154.9 " 158.8 " 205.0 " 115.8 " 18.21 " 8.273& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 11.98 " 135.6 " 147.0 " 261.3 " 108.1 " 16.91 " 7.077& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 9.001& 129.9 " 170.2 " 277.2 " 101.1 " 16.26 " 6.187& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 7.339& 174.3 " 191.6 " 236.5 " 89.26 " 15.82 " 5.022& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 6.190& 160.2 " 171.6 " 221.9 " 81.13 " 14.63 " 3.720& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 5.397& 159.9 " 186.5 " 204.6 " 79.28 " 14.21 " 3.147& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 5.083& 318.4 " 181.4 " 226.9 " 77.29 " 13.47 " 2.788& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 6.484& 410.8 " 202.8 " 538.8 " 81.22 " 12.81 " 2.412& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 6.944& 246.3 " 185.2 "1158 # 77.76 " 12.69 " 1.997& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 9.862& 178.5 " 185.5 " 708.5 " 72.45 " 14.13 " 1.745& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 13.20 " 145.3 " 305.1 " 437.5 " 66.16 " 19.81 " 1.498& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 11.47 " 128.7 " 932.6 " 433.0 " 60.22 " 18.19 " 1.308& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 9.695" 144.2 " 905.1 " 433.2 " 52.30 " 15.37 " 1.188& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 8.746& 334.5 " 509.6 " 330.0 " 44.36 " 13.46 " 0.961& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 8.208& 282.9 " 442.4 " 338.2 " 39.71 " 26.16 " 0.710& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 11.84 & 929.3 # 891.5 " 297.6 " 37.10 " 110.6 " 0.635& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 39.24 "2135 & 920.6 # 265.1 " 35.63 " 106.4 " 0.681& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 80.48 "2216 &1331 # 428.6 " 34.29 " 61.41 " 0.609& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 71.61 "1237 # 922.8 " 442.8 " 32.72 " 40.28 " 0.434& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 48.20 " 965.0 " 757.1 " 320.4 " 31.25 " 30.77 " 0.461& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 57.88 " 865.3 " 559.8 " 268.5 " 29.33 " 24.62 " 0.493& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 177.5 " 590.1 " 445.3 " 228.6 " 28.64 " 19.25 " 0.279& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 163.2 " 474.5 " 375.6 " 197.1 " 29.39 " 15.88 " 0.192& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 127.3 " 375.5 " 328.6 " 174.2 " 40.46 " 13.92 " 0.192& 27
28 0.000& 0.000& 0.000& 0.000& 6.960& 172.1 " 324.3 " 301.8 " 159.6 " 53.69 " 12.47 " 0.165& 28
29 0.000& 0.000& 0.000& 6.043& 293.0 " 289.1 " 328.5 " 157.4 " 47.94 " 11.47 " 0.157& 29
30 0.000& 0.000& 0.000& 5.376& 674.9 " 256.5 " 297.6 " 174.9 " 39.66 " 10.57 " 0.039& 30
31 0.000& 0.000& 6.742& 231.1 " 248.0 " 33.82 " 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.810& 69.15 & 481.9 & 424.5 # 328.3 # 66.61 " 25.76 " 2.682&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 11.65 & 282.9 & 301.8 # 263.2 # 53.69 " 16.58 " 1.188&
Maximum 0.000& 0.000& 0.000& 0.000& 6.960& 674.9 &2216 &1331 #1158 # 171.8 " 110.6 " 11.75 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 5.083& 128.7 & 147.0 # 157.4 # 28.64 " 10.57 " 0.000&
Total 0.00& 0.00& 0.00& 0.00& 25.12& 2075 &14939 &13158 # 9850 # 2065 " 772.9 " 83.15&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 117.7 & " ... Relative Uncertainty +/-10%
Ann. Median 6.944& # ... Relative Uncertainty +/-15%
Annual Total 42968 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2216 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 8.196& 8.378& 45.76 " 30.61 " 6.784& 1.821& 0.000& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 7.057& 8.128& 36.68 " 31.55 " 6.243& 1.437& 0.000& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 6.229& 7.765& 32.51 " 29.27 " 5.655& 1.183& 0.000& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 5.592& 7.494& 29.39 " 25.22 " 5.271& 1.073& 0.000& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 5.210& 7.318& 26.73 " 21.53 " 4.986& 0.970& 0.000& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 4.990& 7.329& 24.93 " 19.90 " 4.596& 0.838& 0.000& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 4.623& 7.282& 23.30 " 19.27 " 3.889& 0.695& 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 4.389& 7.683& 21.40 " 27.02 " 3.482& 0.620& 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 4.110& 33.38 " 19.96 " 42.14 " 3.353& 0.556& 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 4.195& 103.5 " 19.14 " 43.60 " 3.495& 0.580& 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 4.033& 112.7 " 20.68 " 36.55 " 2.998& 0.695& 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 3.742& 175.4 " 49.86 " 35.85 " 2.897& 0.545& 0.000& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 3.585& 233.2 " 128.5 " 36.99 " 2.870& 0.356& 0.000& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 4.223& 158.7 " 115.5 " 30.50 " 2.727& 0.213& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 7.018& 98.51 " 74.46 " 26.09 " 2.261& 0.137& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 11.58 & 72.19 " 52.81 " 22.00 " 1.849& 0.098& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 21.20 " 62.28 " 44.36 " 18.81 " 2.071& 0.053& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 17.12 " 52.84 " 42.32 " 16.50 " 1.904& 0.005& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 12.70 " 44.95 " 37.06 " 14.85 " 1.586& 0.000& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 10.58 " 39.38 " 32.52 " 13.42 " 1.897& 0.000& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 9.280" 35.88 " 30.64 " 12.39 " 2.064& 0.000& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 8.426& 33.47 " 33.81 " 11.49 " 1.795& 0.000& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 10.63 & 31.19 " 35.73 " 10.58 " 1.615& 0.000& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 13.67 " 29.21 " 33.63 " 10.01 " 2.116& 0.000& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 17.96 " 27.64 " 31.43 " 9.494" 2.118& 0.000& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 16.33 " 26.47 " 26.44 " 9.024" 1.982& 0.000& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 12.62 " 26.98 " 24.14 " 8.698& 2.005& 0.000& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.516& 10.91 " 34.62 " 21.84 " 8.286& 2.259& 0.000& 0.000& 28
29 0.000& 0.000& 0.000& 17.22 " 9.683" 64.83 " 19.70 " 7.781& 1.819& 0.000& 0.000& 29
30 0.000& 0.000& 0.000& 14.04 " 8.813" 75.06 " 19.36 " 7.204& 1.551& 0.000& 0.000& 30
31 0.000& 0.000& 10.16 " 59.74 " 23.57 " 1.850& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 1.353& 8.957& 54.63 & 38.01 " 21.22 & 2.967& 0.396& 0.000&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 8.311& 34.62 & 31.43 " 19.58 & 2.259& 0.117& 0.000&
Maximum 0.000& 0.000& 0.000& 0.000& 17.22 & 21.20 & 233.2 & 128.5 " 43.60 & 6.784& 1.821& 0.000&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 3.585& 7.282& 19.14 " 7.204& 1.551& 0.000& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 41.94 & 268.7 &1694 &1178 " 636.6 & 91.99 & 11.87 & 0.000&
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 0.000& & ... Relative Uncertainty +/-30%
Annual Total 3923 &
Maximum Minimum
Daily 233.2 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 95.52 " 614.3 " 116.9 " 93.51 " 34.24 " 1.473& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 147.7 " 762.3 " 175.0 " 75.48 " 29.07 " 1.236& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 120.0 "1050 # 305.8 " 66.43 " 28.84 " 0.969& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 82.12 " 657.5 " 241.4 " 59.12 " 32.21 " 0.703& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 57.57 " 429.5 " 180.3 " 54.15 " 35.49 " 0.653& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 4.442& 42.03 " 307.3 " 149.0 " 49.40 " 35.29 " 1.531& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 6.608& 34.08 " 273.2 " 123.6 " 44.49 " 33.03 " 3.767& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 5.367& 29.62 " 257.2 " 105.6 " 43.09 " 38.94 " 6.534& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 4.632& 25.92 " 243.1 " 86.41 " 41.27 " 41.50 " 10.44 " 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 4.186& 23.20 " 200.5 " 75.21 " 36.39 " 36.14 " 9.270& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 3.992& 27.25 " 169.7 " 68.42 " 43.28 " 30.85 " 6.662& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 3.504& 55.59 " 148.7 " 63.18 " 64.54 " 26.21 " 5.083& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 3.206& 73.12 " 134.7 " 57.99 " 65.41 " 21.49 " 3.676& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 3.335& 56.05 " 148.9 " 55.22 " 49.73 " 18.63 " 2.919& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 3.460& 77.97 " 182.8 " 57.12 " 40.28 " 16.49 " 2.818& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 4.990& 159.3 " 381.0 " 75.31 " 34.21 " 14.56 " 4.211& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 5.442& 140.0 " 301.5 " 108.8 " 30.12 " 12.91 " 5.294& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 7.466& 88.40 " 196.7 " 148.1 " 33.56 " 12.01 " 3.453& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 7.985& 64.70 " 160.0 " 213.4 " 38.40 " 10.86 " 2.553& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 7.687& 55.73 " 140.6 " 177.8 " 36.28 " 10.25 " 1.845& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 7.213& 62.03 " 124.2 " 139.5 " 31.72 " 9.385" 1.392& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 6.997& 78.55 " 718.3 " 171.6 " 27.60 " 8.250& 1.085& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 6.655& 115.3 " 807.0 " 154.1 " 27.29 " 6.973& 0.824& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 6.611& 99.54 " 414.3 " 120.5 " 28.34 " 5.512& 0.518& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 11.45 " 77.86 " 298.4 " 96.52 " 78.36 " 4.447& 0.364& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 27.02 " 66.46 " 232.0 " 104.8 " 146.6 " 3.664& 0.277& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 31.08 " 70.47 " 193.8 " 140.4 " 136.8 " 2.874& 0.207& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 30.49 " 148.2 " 169.0 " 165.0 " 99.30 " 2.470& 0.146& 28
29 0.000& 0.000& 0.000& 0.000& 58.34 " 579.6 " 151.4 " 148.3 " 71.52 " 2.177& 0.091& 29
30 0.000& 0.000& 0.000& 0.000& 78.76 " 686.3 " 136.3 " 111.8 " 51.07 " 1.812& 0.045& 30
31 0.000& 0.000& 0.000& 581.4 " 126.4 " 37.58 " 0.001& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 11.36 & 129.7 " 326.8 # 131.2 " 55.98 " 18.89 & 2.582&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 5.405& 77.86 " 232.0 # 122.1 " 44.49 " 15.52 & 1.473&
Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 78.76 & 686.3 "1050 # 305.8 " 146.6 " 41.50 & 10.44 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 23.20 " 124.2 # 55.22 " 27.29 " 1.812& 0.001&
Total 0.00& 0.00& 0.00& 0.00& 0.00& 340.9 & 4022 "10130 # 3937 " 1735 " 566.6 & 80.04&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 57.02 & " ... Relative Uncertainty +/-10%
Ann. Median 3.335& # ... Relative Uncertainty +/-15%
Annual Total 20812 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1050 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 2.539& 0.000& 0.000& 0.000& 0.000& 70.76 " 34.94 " 69.69 " 73.06 " 4.507& 10.08 " 1
2 0.000& 2.500& 0.000& 0.000& 0.000& 0.000& 62.99 " 47.98 " 64.67 " 55.26 " 4.459& 9.105" 2
3 0.000& 4.334& 0.000& 0.000& 0.000& 0.000& 57.06 " 68.25 " 64.67 " 50.06 " 4.615& 7.422& 3
4 0.000& 2.695& 0.000& 0.000& 0.000& 9.570& 52.05 " 93.80 " 297.5 " 43.20 " 13.17 & 5.308& 4
5 0.000& 2.503& 0.000& 0.000& 0.000& 8.472& 47.48 " 104.4 " 528.7 " 38.24 " 32.69 " 4.319& 5
6 0.000& 3.412& 0.000& 0.000& 0.000& 7.262& 44.26 " 83.44 " 324.9 " 34.78 " 39.73 " 3.287& 6
7 0.000& 2.883& 0.000& 0.000& 0.000& 10.12 & 44.41 " 127.0 " 202.4 " 32.46 " 33.91 " 2.689& 7
8 0.000& 2.995& 0.000& 0.000& 0.000& 42.47 " 43.92 " 116.6 " 150.3 " 34.65 " 25.04 " 2.051& 8
9 0.000& 2.391& 0.000& 0.000& 0.000& 53.15 " 41.67 " 96.08 " 121.9 " 31.64 " 18.40 " 1.714& 9
10 0.000& 1.981& 0.000& 0.000& 0.000& 35.83 " 44.18 " 78.01 " 102.8 " 27.47 " 13.93 " 1.571& 10
11 0.000& 1.527& 0.000& 0.000& 0.000& 56.76 " 67.59 " 60.50 " 95.10 " 23.33 " 11.12 " 2.342& 11
12 0.000& 1.248& 0.000& 0.000& 0.000& 122.0 " 70.99 " 77.70 " 81.09 " 20.55 " 9.341" 3.612& 12
13 0.000& 1.010& 0.000& 0.000& 0.000& 283.6 " 58.87 " 227.8 " 69.38 " 19.21 " 7.775& 7.166& 13
14 0.000& 0.818& 0.000& 0.000& 0.000& 255.8 " 48.36 " 199.2 " 61.85 " 20.07 " 6.425& 6.287& 14
15 0.000& 0.647& 0.000& 0.000& 0.000& 186.8 " 42.49 " 141.6 " 54.34 " 21.54 " 5.093& 14.17 " 15
16 0.000& 0.500& 0.000& 0.000& 0.000& 130.2 " 43.66 " 104.6 " 46.23 " 21.26 " 3.782& 10.25 " 16
17 0.000& 0.338& 0.000& 0.000& 0.000& 106.3 " 56.67 " 84.79 " 42.10 " 19.58 " 3.139& 7.667& 17
18 0.000& 0.287& 0.000& 0.000& 0.000& 86.58 " 57.84 " 79.20 " 42.35 " 17.72 " 2.546& 5.560& 18
19 0.000& 0.151& 0.000& 0.000& 0.000& 229.8 " 50.89 " 63.57 " 44.22 " 16.13 " 2.288& 3.837& 19
20 291.2 & 0.025& 0.000& 0.000& 0.000& 401.6 " 43.02 " 54.92 " 41.95 " 15.00 " 1.932& 2.719& 20
21 841.3 & 0.000& 0.000& 0.000& 0.000& 322.4 " 37.67 " 64.11 " 44.18 " 13.23 " 1.523& 1.874& 21
22 117.7 " 0.000& 0.000& 0.000& 0.000& 210.7 " 32.99 " 112.4 " 65.83 " 12.30 " 1.233& 1.409& 22
23 53.26 " 0.000& 0.000& 0.000& 0.000& 155.5 " 31.53 " 119.5 " 71.64 " 11.65 " 1.050& 1.094& 23
24 30.29 " 0.000& 0.000& 0.000& 0.000& 126.6 " 30.57 " 82.99 " 59.60 " 10.92 " 0.871& 0.870& 24
25 19.96 " 0.000& 0.000& 0.000& 0.000& 109.0 " 29.76 " 63.75 " 52.93 " 9.977" 0.627& 0.581& 25
26 14.38 " 0.000& 0.000& 0.000& 0.000& 98.15 " 28.59 " 54.56 " 56.62 " 9.000" 0.485& 0.430& 26
27 11.62 " 0.000& 0.000& 0.000& 0.000& 96.87 " 27.89 " 49.03 " 151.8 " 8.065& 0.384& 0.307& 27
28 9.100& 0.000& 0.000& 0.000& 0.000& 104.1 " 26.87 " 63.22 " 207.0 " 7.203& 0.584& 0.273& 28
29 6.911& 0.000& 0.000& 0.000& 0.000& 91.54 " 25.06 " 79.46 " 156.1 " 6.366& 1.749& 0.271& 29
30 3.994& 0.000& 0.000& 0.000& 81.44 " 23.84 " 66.57 " 100.9 " 5.548& 6.080& 0.165& 30
31 2.887& 0.000& 0.000& 23.30 " 58.45 " 5.017& 0.104& 31
Mean 45.24 & 1.199& 0.000& 0.000& 0.000& 114.1 & 44.10 " 88.98 " 115.8 " 23.05 & 8.616& 3.824&
Median 0.000& 0.647& 0.000& 0.000& 0.000& 97.51 & 43.92 " 79.20 " 69.54 " 19.58 & 4.483& 2.689&
Maximum 841.3 & 4.334& 0.000& 0.000& 0.000& 401.6 & 70.99 " 227.8 " 528.7 " 73.06 & 39.73 & 14.17 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 23.30 " 34.94 " 41.95 " 5.017& 0.384& 0.104&
Total 1403 & 34.78 & 0.000& 0.000& 0.000&3423 &1367 "2758 "3473 " 714.5 & 258.5 & 118.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 37.02 & " ... Relative Uncertainty +/-10%
Ann. Median 4.816& & ... Relative Uncertainty +/-30%
Annual Total 13550 &
Maximum Minimum
Daily 841.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.019& 0.000& 0.000& 5.398& 1.095& 29.97 " 8.617& 124.2 " 325.4 " 243.5 " 27.34 " 4.744& 1
2 0.000& 0.000& 0.000& 4.010& 1.605& 24.36 " 7.985& 95.75 " 221.8 " 208.0 " 24.80 " 5.084& 2
3 0.000& 0.000& 0.000& 3.177& 1.661& 18.14 " 7.611& 75.67 " 198.3 " 177.0 " 21.86 " 5.721& 3
4 0.000& 0.000& 0.000& 2.701& 1.835& 14.64 " 7.285& 62.79 " 340.6 " 157.1 " 20.59 " 4.904& 4
5 0.000& 0.000& 0.000& 2.334& 4.040& 12.75 " 6.984& 57.38 " 274.8 " 149.5 " 19.50 " 4.033& 5
6 0.000& 0.000& 0.000& 1.983& 3.647& 11.55 " 6.921& 189.5 " 188.7 " 144.3 " 18.45 " 3.513& 6
7 0.000& 0.000& 0.000& 1.678& 4.307& 10.80 " 6.629& 340.4 " 249.7 " 133.6 " 17.22 " 3.215& 7
8 0.000& 0.000& 0.000& 1.513& 7.638& 10.30 " 6.403&1048 # 390.8 " 116.9 " 15.79 " 2.811& 8
9 0.000& 0.000& 0.000& 1.299& 31.42 " 10.27 " 6.650&1040 # 255.6 " 135.9 " 14.93 " 2.449& 9
10 0.000& 0.000& 0.000& 1.149& 52.48 " 10.76 " 8.065& 457.3 " 199.6 " 175.5 " 13.42 " 2.072& 10
11 3.767& 0.000& 0.000& 1.040& 39.27 " 10.54 " 9.342& 330.2 " 378.4 " 153.4 " 11.97 " 1.808& 11
12 2.595& 0.000& 0.000& 1.087& 34.27 " 10.79 " 14.28 " 271.0 " 821.6 " 123.4 " 11.02 " 1.690& 12
13 1.533& 0.000& 0.000& 1.182& 27.21 " 11.48 " 22.79 " 235.2 " 639.1 # 107.6 " 10.11 " 1.487& 13
14 1.257& 0.000& 0.000& 1.105& 18.16 " 10.93 " 34.70 " 226.1 "1666 # 95.31 " 9.179& 1.186& 14
15 0.732& 0.000& 0.000& 1.087& 13.87 " 9.954" 28.70 " 211.5 "1107 # 84.71 " 8.064& 0.930& 15
16 0.364& 0.000& 0.783& 1.034& 11.80 " 9.328" 38.07 " 353.0 " 677.1 " 80.14 " 7.124& 0.755& 16
17 0.182& 0.000& 26.07 " 0.965& 10.73 " 9.058" 80.13 " 320.7 "1031 " 80.43 " 7.158& 0.574& 17
18 0.052& 0.000& 14.06 " 0.865& 9.841" 8.683& 85.01 " 252.8 " 742.8 " 74.81 " 6.759& 0.543& 18
19 0.000& 0.000& 8.765& 0.861& 9.443" 8.505& 52.63 " 199.3 " 567.0 " 69.49 " 5.761& 0.461& 19
20 0.000& 0.000& 5.808& 0.936& 10.24 " 8.226& 35.10 " 163.1 " 459.3 " 81.78 " 4.978& 0.359& 20
21 0.000& 0.000& 3.699& 0.942& 9.815" 7.985& 27.73 " 148.3 " 374.4 " 87.74 " 4.746& 0.276& 21
22 0.000& 0.000& 2.567& 1.218& 10.90 " 7.830& 23.01 " 125.0 " 534.4 " 80.77 " 6.072& 0.200& 22
23 0.000& 0.000& 1.834& 1.117& 11.30 " 7.608& 20.19 " 113.4 "1123 # 65.29 " 6.064& 0.097& 23
24 0.000& 0.000& 1.428& 1.287& 10.77 " 7.521& 27.17 " 104.7 " 948.6 # 54.35 " 5.277& 0.009& 24
25 0.000& 0.000& 1.252& 1.250& 9.700" 8.015& 35.93 " 99.23 " 587.5 " 46.23 " 4.571& 0.000& 25
26 0.000& 0.000& 4.266& 1.737& 8.847" 8.743& 72.41 " 153.7 " 433.9 " 41.75 " 4.469& 0.000& 26
27 0.000& 0.000& 2.374& 1.649& 8.591& 9.165" 281.9 " 195.8 " 362.9 " 39.54 " 4.174& 0.000& 27
28 0.000& 0.000& 9.066& 1.349& 9.762& 9.466" 309.9 " 289.8 " 308.2 " 36.74 " 3.892& 0.000& 28
29 0.000& 11.45 & 1.097& 11.96 " 10.05 " 168.7 " 257.5 " 273.3 " 34.70 " 4.077& 0.000& 29
30 0.000& 9.355& 1.060& 18.68 " 9.295" 123.9 " 206.3 " 278.2 " 32.15 " 4.754& 0.000& 30
31 0.000& 7.092& 23.28 " 113.1 " 394.5 " 29.49 " 0.000& 31
Mean 0.339& 0.000& 3.544& 1.604& 13.81 & 11.22 & 54.12 & 262.6 # 532.0 # 101.3 " 10.80 & 1.578&
Median 0.000& 0.000& 0.783& 1.200& 10.24 & 10.00 & 27.17 & 206.3 # 384.6 # 84.71 " 7.611& 0.755&
Maximum 3.767& 0.000& 26.07 & 5.398& 52.48 & 29.97 & 309.9 &1048 #1666 # 243.5 " 27.34 & 5.721&
Minimum 0.000& 0.000& 0.000& 0.861& 1.095& 7.521& 6.403& 57.38 # 188.7 # 29.49 " 3.892& 0.000&
Total 10.50& 0.00& 109.9 & 48.11& 428.2 & 336.7 & 1678 & 8142 #15959 # 3141 " 324.1 & 48.92&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 82.81 & " ... Relative Uncertainty +/-10%
Ann. Median 8.065& # ... Relative Uncertainty +/-15%
Annual Total 30227 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1666 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 33.65 $ 63.92 " 156.4 " 306.1 " 94.68 " 16.89 " 10.48 " 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 31.27 $ 100.6 " 138.8 " 230.3 " 76.43 " 15.46 " 7.198& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 29.26 $ 208.2 " 126.3 " 182.3 " 65.85 " 13.97 " 5.433& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 27.25 $ 154.4 " 114.8 " 155.4 " 58.74 " 13.06 " 4.022& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 25.17 $ 112.5 " 105.6 " 144.2 " 71.63 " 12.49 " 3.362& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 22.90 $ 130.2 " 98.37 " 139.4 " 104.9 " 11.75 " 2.955& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 20.22 $ 277.0 " 97.15 " 204.2 " 98.58 " 11.26 " 2.520& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 18.33 $ 433.5 " 102.8 " 389.3 " 81.19 " 10.08 " 2.159& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 17.67 $ 318.9 " 100.4 " 473.9 " 64.25 " 9.521" 1.916& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 26.08 $ 205.2 " 92.09 " 318.2 " 55.45 " 8.948" 1.620& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 35.08 $ 169.4 " 83.95 " 226.2 " 47.81 " 8.291& 1.346& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 37.58 $ 146.7 " 76.97 " 182.1 " 41.54 " 7.624& 1.193& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 30.81 $ 130.3 " 70.59 " 155.1 " 37.36 " 6.921& 1.076& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 26.62 $ 172.7 " 71.75 " 134.8 " 34.46 " 6.166& 0.914& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 23.68 $ 257.7 " 62.17 " 120.3 " 31.89 " 5.757& 0.733& 15
16 0.000& 0.000& 0.000& 0.000& 3.283& 21.86 $ 224.7 " 57.73 " 108.3 " 28.46 " 5.538& 0.654& 16
17 0.000& 0.000& 0.000& 0.000& 5.365& 31.76 $ 169.0 " 55.67 " 92.63 " 26.37 " 5.005& 0.511& 17
18 0.000& 0.000& 0.000& 0.000& 5.363& 249.8 $ 140.1 " 84.58 " 86.38 " 25.76 " 4.485& 0.403& 18
19 0.000& 0.000& 0.000& 0.000& 5.531& 283.6 " 124.7 " 211.2 " 81.55 " 26.17 " 3.951& 0.310& 19
20 0.000& 0.000& 0.000& 0.000& 5.982& 228.2 " 131.1 " 243.8 " 81.10 " 70.24 " 3.621& 0.224& 20
21 0.000& 0.000& 0.000& 0.000& 6.452& 200.5 " 149.5 " 174.6 " 84.33 " 100.3 " 3.841& 0.202& 21
22 0.000& 0.000& 0.000& 0.000& 6.977& 278.0 " 334.6 " 171.2 " 142.5 " 59.80 " 4.101& 0.216& 22
23 0.000& 0.000& 0.000& 0.000& 24.71 & 216.6 " 420.8 " 141.9 " 145.4 " 42.94 " 4.500& 0.150& 23
24 0.000& 0.000& 0.000& 0.000& 51.84 & 155.5 " 270.5 " 110.9 " 111.1 " 35.64 " 4.794& 0.087& 24
25 0.000& 0.000& 0.000& 0.000& 55.41 & 125.8 " 218.7 " 93.24 " 88.95 " 31.53 " 4.122& 0.027& 25
26 0.000& 0.000& 0.000& 0.000& 70.36 & 107.7 " 247.7 " 82.56 " 76.18 " 28.48 " 4.902& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 105.4 & 96.74 " 338.9 " 77.52 " 95.47 " 26.52 " 8.496& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 67.39 & 83.81 " 289.4 " 72.47 " 147.2 " 24.56 " 8.383& 0.000& 28
29 0.000& 0.000& 0.000& 55.60 & 75.01 " 239.6 " 109.7 " 140.5 " 22.30 " 9.430" 0.000& 29
30 0.000& 0.000& 0.000& 47.27 & 69.07 " 209.0 " 743.3 " 119.9 " 20.44 " 12.22 " 0.000& 30
31 0.000& 0.000& 37.90 $ 178.6 " 554.9 " 18.62 " 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 17.90 & 87.65 $ 211.9 " 144.6 " 165.4 " 50.09 " 8.186& 1.604&
Median 0.000& 0.000& 0.000& 0.000& 3.283& 34.36 $ 205.2 " 100.4 " 141.5 " 41.54 " 7.958& 0.654&
Maximum 0.000& 0.000& 0.000& 0.000& 105.4 & 283.6 $ 433.5 " 743.3 " 473.9 " 104.9 " 16.89 & 10.48 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 17.67 $ 63.92 " 55.67 " 76.18 " 18.62 " 3.621& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 554.8 &2630 $6568 "4484 "4963 "1553 " 245.6 & 49.71 &
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 6.452& $ ... Relative Uncertainty +/-20%
Annual Total 21047 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 743.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 6.526& 11.05 " 157.8 " 95.47 " 14.75 " 2.703& 0.000& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 7.358& 11.31 " 107.6 " 77.57 " 13.62 " 3.707& 0.000& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 7.365& 12.63 " 70.15 " 62.53 " 12.62 " 4.081& 0.000& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 8.733& 14.53 " 52.41 " 54.02 " 12.05 " 4.806& 0.000& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 9.208" 15.37 " 41.31 " 62.84 " 12.29 " 5.382& 0.000& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 9.194" 16.01 " 36.20 " 64.61 " 11.34 " 4.628& 0.000& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 8.607& 19.48 " 36.55 " 56.80 " 10.73 " 4.039& 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 7.993& 25.00 " 57.58 " 47.66 " 9.721" 3.742& 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 7.515& 23.88 " 86.89 " 40.37 " 8.989" 3.167& 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 7.182& 21.09 " 76.19 " 36.75 " 8.392& 2.635& 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 6.920& 17.55 " 72.03 " 45.77 " 7.564& 2.182& 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.942& 6.779& 15.49 " 62.23 " 102.0 " 6.835& 1.798& 0.000& 12
13 0.000& 0.000& 0.000& 0.000& 1.805& 6.595& 14.29 " 51.77 " 156.5 " 6.062& 1.525& 0.000& 13
14 0.000& 0.000& 0.000& 0.000& 1.756& 6.542& 13.11 " 44.12 " 120.4 " 5.922& 1.199& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 1.734& 6.466& 12.02 " 38.36 " 83.12 " 5.384& 0.840& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 2.087& 6.304& 11.57 " 34.62 " 62.29 " 5.424& 0.589& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 8.363& 6.197& 11.10 " 35.01 " 50.87 " 6.197& 0.478& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 28.03 " 6.252& 11.04 " 51.62 " 43.39 " 5.608& 0.403& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 39.84 " 6.765& 11.34 " 78.49 " 38.22 " 7.020& 0.349& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 28.34 " 9.175& 27.92 " 185.6 " 35.13 " 7.299& 0.254& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 18.91 " 17.56 " 47.19 " 226.6 " 32.55 " 7.778& 0.155& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 14.05 " 50.24 " 54.29 " 239.4 " 29.58 " 7.090& 0.072& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 11.45 " 54.30 " 52.88 " 169.0 " 26.38 " 6.976& 0.023& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 9.969" 33.52 " 47.27 " 117.3 " 24.12 " 5.984& 0.001& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 8.931" 25.35 " 38.15 " 91.17 " 24.02 " 4.964& 0.000& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 8.475& 19.89 " 31.57 " 75.27 " 21.59 " 4.381& 0.000& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 8.301& 15.92 " 27.23 " 71.25 " 18.94 " 3.818& 0.000& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 7.840& 13.82 " 27.46 " 64.31 " 17.17 " 3.535& 0.000& 0.000& 28
29 0.000& 0.000& 0.000& 7.341& 12.49 " 37.85 " 73.52 " 15.68 " 3.174& 0.000& 0.000& 29
30 0.000& 0.000& 0.000& 6.819& 11.56 " 40.51 " 93.08 " 14.59 " 2.914& 0.000& 0.000& 30
31 0.000& 0.000& 6.594& 94.00 " 88.13 " 3.010& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 7.148& 13.41 & 26.26 " 86.63 " 52.03 " 7.466& 1.625& 0.000&
Median 0.000& 0.000& 0.000& 0.000& 2.087& 8.300& 19.48 " 72.03 " 44.58 " 6.976& 0.715& 0.000&
Maximum 0.000& 0.000& 0.000& 0.000& 39.84 & 54.30 & 94.00 " 239.4 " 156.5 " 14.75 & 5.382& 0.000&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 6.197& 11.04 " 34.62 " 14.59 " 2.914& 0.000& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 221.6 & 402.3 & 814.2 "2686 "1561 " 231.4 & 48.76 & 0.000&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.34 & " ... Relative Uncertainty +/-10%
Ann. Median 1.756& & ... Relative Uncertainty +/-30%
Annual Total 5965 &
Maximum Minimum
Daily 239.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 20.91 " 44.46 " 60.20 " 163.0 " 272.4 " 103.4 " 23.07 " 1.580& 1
2 0.000& 0.000& 0.000& 0.000& 18.57 " 39.31 " 49.20 " 137.0 " 206.7 " 142.2 " 20.89 " 1.444& 2
3 0.000& 0.000& 0.000& 0.000& 16.68 " 36.30 " 42.63 " 110.5 " 170.4 " 134.2 " 18.71 " 1.261& 3
4 0.000& 0.000& 0.000& 0.000& 14.94 " 43.25 " 39.14 " 103.4 " 155.2 " 114.6 " 17.37 " 1.180& 4
5 0.000& 0.000& 0.000& 0.000& 13.76 " 45.50 " 36.38 " 111.4 " 144.2 " 103.6 " 16.94 " 1.070& 5
6 0.000& 0.000& 0.000& 0.000& 13.26 " 44.30 " 34.57 " 115.6 " 141.7 " 86.91 " 14.89 " 1.001& 6
7 0.000& 0.000& 0.000& 0.000& 22.64 " 67.09 " 33.29 " 207.0 " 155.4 " 76.10 " 13.17 " 0.944& 7
8 0.000& 0.000& 0.000& 0.000& 27.65 " 68.51 " 47.26 " 437.2 " 225.4 " 146.7 " 11.97 " 0.852& 8
9 0.000& 0.000& 0.000& 0.000& 25.16 " 62.53 " 132.4 " 477.7 " 203.7 " 240.0 " 11.12 " 0.726& 9
10 0.000& 0.000& 0.000& 0.000& 22.78 " 52.84 " 496.9 " 334.6 " 158.4 " 200.4 " 10.75 " 0.614& 10
11 0.000& 0.000& 0.000& 0.003& 18.94 " 45.65 " 355.9 " 250.5 " 135.5 " 137.6 " 10.86 " 0.555& 11
12 0.000& 0.000& 0.000& 0.191& 15.86 " 43.32 " 192.5 " 226.6 " 119.8 " 105.6 " 10.72 " 0.947& 12
13 0.000& 0.000& 0.000& 2.426& 13.70 " 105.8 " 141.5 " 193.6 " 108.2 " 86.33 " 10.42 " 0.613& 13
14 0.000& 0.000& 0.000& 5.325& 13.26 " 124.7 " 118.5 " 165.1 " 94.55 " 75.54 " 9.623" 0.553& 14
15 0.000& 0.000& 0.000& 5.897& 12.93 " 100.1 " 103.7 " 161.9 " 93.19 " 82.81 " 8.710& 2.381& 15
16 0.000& 0.000& 0.000& 3.551& 12.89 " 71.34 " 104.2 " 206.5 " 104.7 " 80.78 " 12.08 & 9.313& 16
17 0.000& 0.000& 0.000& 3.057& 12.35 " 58.60 " 311.1 " 272.4 " 96.30 " 69.99 " 15.33 " 5.841& 17
18 0.000& 0.000& 0.000& 3.147& 11.90 " 51.47 " 433.8 " 615.5 " 89.28 " 61.99 " 15.65 " 3.701& 18
19 0.000& 0.000& 14.23 & 6.818& 11.41 " 47.47 " 274.1 " 412.2 " 127.9 " 55.40 " 14.80 " 2.376& 19
20 0.000& 0.000& 0.593& 5.428& 11.13 " 51.08 " 190.8 " 303.1 " 132.9 " 50.50 " 12.31 " 1.512& 20
21 0.000& 0.000& 0.000& 5.640& 59.95 " 58.14 " 267.2 " 277.6 " 109.6 " 45.93 " 9.855" 0.982& 21
22 0.000& 0.000& 0.000& 5.823& 174.6 " 56.57 " 377.5 " 249.5 " 94.49 " 41.42 " 8.284& 0.769& 22
23 0.000& 0.000& 0.000& 6.032& 144.6 " 54.63 " 277.8 " 216.7 " 102.5 " 38.09 " 7.169& 0.600& 23
24 0.000& 0.000& 0.000& 5.909& 145.6 " 49.28 " 201.3 " 180.8 " 102.7 " 35.03 " 6.089& 0.445& 24
25 0.000& 0.000& 0.000& 6.645& 158.5 " 45.96 " 167.2 " 159.5 " 96.74 " 32.01 " 4.924& 0.260& 25
26 0.000& 0.000& 0.000& 13.07 & 121.0 " 49.30 " 148.4 " 147.3 " 88.21 " 29.58 " 3.857& 0.158& 26
27 0.000& 0.000& 5.043& 20.96 & 84.49 " 47.03 " 136.0 " 489.7 " 93.57 " 27.85 " 3.125& 0.138& 27
28 0.000& 0.000& 39.50 & 26.31 " 78.43 " 48.06 " 125.8 " 673.3 " 127.9 " 26.65 " 2.579& 0.053& 28
29 0.000& 0.000& 10.30 & 28.19 " 75.44 " 72.07 " 117.7 " 369.2 " 118.2 " 25.65 " 2.136& 0.002& 29
30 0.000& 1.509& 24.64 " 61.75 " 71.85 " 112.2 " 262.7 " 98.20 " 25.17 " 1.764& 0.000& 30
31 0.000& 0.096& 52.60 " 133.2 " 261.7 " 24.50 " 0.000& 31
Mean 0.000& 0.000& 2.299& 5.969& 47.99 " 58.55 " 169.8 " 267.5 " 132.3 " 80.86 " 10.97 & 1.351&
Median 0.000& 0.000& 0.000& 3.349& 20.91 " 51.27 " 133.2 " 226.6 " 119.0 " 75.54 " 10.80 & 0.852&
Maximum 0.000& 0.000& 39.50 & 28.19 & 174.6 " 124.7 " 496.9 " 673.3 " 272.4 " 240.0 " 23.07 & 9.313&
Minimum 0.000& 0.000& 0.000& 0.000& 11.13 " 36.30 " 33.29 " 103.4 " 88.21 " 24.50 " 1.764& 0.000&
Total 0.000& 0.000& 71.27 & 179.1 &1488 "1757 "5263 "8293 "3968 "2507 " 329.2 & 41.87 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 65.29 & " ... Relative Uncertainty +/-10%
Ann. Median 15.76 & & ... Relative Uncertainty +/-30%
Annual Total 23896 &
Maximum Minimum
Daily 673.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 86.11 & 20.69 " 8.366& 3.706& 11.42 " 27.99 " 710.7 " 294.4 " 121.5 " 29.78 " 1.709& 1
2 0.000& 104.7 " 26.93 " 7.775& 3.551& 10.99 " 64.75 " 430.5 " 347.4 " 105.8 " 25.99 " 1.521& 2
3 0.000& 50.79 " 24.68 " 7.261& 3.668& 10.76 " 87.37 " 286.8 " 238.5 " 95.29 " 22.35 " 1.267& 3
4 0.000& 31.15 " 26.80 " 6.897& 3.796& 10.62 " 64.32 " 247.1 " 180.2 " 81.89 " 19.47 " 1.454& 4
5 0.000& 21.75 " 27.59 " 6.610& 4.344& 10.60 " 65.13 " 216.5 " 154.6 " 71.10 " 17.96 " 1.783& 5
6 0.000& 15.92 " 22.36 " 6.339& 4.429& 10.46 " 83.11 " 188.3 " 139.5 " 66.61 " 15.35 " 1.715& 6
7 0.000& 14.12 " 18.26 " 6.009& 5.218& 10.01 " 100.1 " 169.5 " 125.5 " 62.62 " 13.81 " 2.677& 7
8 0.000& 11.84 " 15.49 " 5.238& 6.411& 9.614" 105.7 " 181.6 " 114.4 " 59.85 " 12.92 " 2.562& 8
9 0.000& 13.32 " 13.39 " 5.203& 7.218& 9.257" 87.55 " 936.1 # 109.4 " 57.48 " 12.86 " 2.391& 9
10 0.000& 244.2 " 12.02 " 5.079& 6.855& 8.916" 62.07 "1039 # 103.2 " 55.78 " 12.11 " 1.995& 10
11 0.000& 808.6 " 10.56 " 4.893& 6.155& 8.655" 49.10 " 541.8 " 101.0 " 56.25 " 11.02 " 1.580& 11
12 0.000& 322.2 " 10.60 " 4.839& 6.006& 8.348& 51.20 " 754.1 " 103.0 " 53.57 " 10.11 " 1.424& 12
13 0.000& 208.6 " 10.72 " 4.698& 5.913& 8.301& 58.41 "1038 " 95.54 " 49.33 " 9.409" 1.301& 13
14 0.000& 167.2 " 21.73 " 4.583& 5.918& 9.710" 68.75 "1218 # 88.23 " 46.79 " 8.279& 1.141& 14
15 0.000& 133.5 " 38.28 " 4.744& 6.936& 10.21 " 63.74 "1438 # 80.34 " 45.82 " 6.456& 0.864& 15
16 0.000& 107.7 " 27.32 " 4.663& 7.215& 11.63 " 65.02 "1050 # 71.79 " 44.40 " 5.288& 0.576& 16
17 0.000& 84.47 " 20.57 " 4.836& 8.288& 12.90 " 59.41 " 668.4 " 67.34 " 62.20 " 4.874& 0.518& 17
18 0.000& 69.62 " 17.25 " 5.392& 9.959" 12.27 " 51.93 " 494.6 " 64.71 " 81.23 " 4.775& 1.706& 18
19 0.000& 58.01 " 15.13 " 5.447& 11.08 " 11.46 " 49.90 " 455.0 " 61.38 " 73.86 " 4.438& 2.268& 19
20 0.000& 49.27 " 14.17 " 5.487& 11.03 " 10.83 " 109.9 " 452.5 " 67.90 " 59.66 " 4.579& 8.231& 20
21 0.000& 42.38 " 13.89 " 5.605& 26.10 " 10.53 " 144.7 " 368.0 " 94.94 " 47.63 " 4.235& 6.794& 21
22 0.000& 37.50 " 13.76 " 5.661& 39.17 " 28.16 " 171.0 " 311.5 " 220.8 " 50.43 " 3.764& 5.649& 22
23 0.000& 34.96 " 17.32 " 5.464& 44.55 " 50.48 " 172.7 " 269.2 " 338.5 " 51.26 " 3.318& 4.310& 23
24 0.000& 32.69 " 18.04 " 5.146& 34.71 " 46.67 " 232.7 " 240.7 " 247.8 " 48.72 " 2.975& 2.821& 24
25 0.000& 30.08 " 17.34 " 4.873& 27.39 " 40.44 " 184.6 " 213.8 " 265.5 " 43.54 " 2.660& 1.961& 25
26 0.000& 27.73 " 15.17 " 4.701& 22.38 " 30.85 " 149.9 " 195.1 " 321.9 " 41.31 " 2.345& 1.287& 26
27 0.000& 24.88 " 12.98 " 4.561& 18.45 " 24.14 " 151.9 " 179.7 " 224.7 " 45.18 " 2.088& 0.933& 27
28 0.000& 22.45 " 11.61 " 4.389& 15.78 " 19.57 " 241.3 " 167.1 " 151.9 " 44.98 " 1.988& 0.705& 28
29 0.000& 10.38 " 4.136& 14.06 " 17.06 " 332.9 " 154.3 " 149.2 " 43.43 " 1.825& 0.522& 29
30 0.000& 9.532" 3.841& 12.92 " 15.97 " 345.5 " 146.3 " 143.7 " 38.42 " 1.827& 0.386& 30
31 0.000& 8.906" 12.04 " 382.7 " 152.2 " 33.92 " 0.247& 31
Mean 0.000& 102.0 & 17.53 " 5.424& 12.75 & 16.36 & 125.3 " 481.1 # 158.9 " 59.35 " 9.294& 2.074&
Median 0.000& 45.83 & 15.49 " 5.174& 7.218& 10.91 & 87.37 " 311.5 # 132.5 " 53.57 " 5.872& 1.580&
Maximum 0.000& 808.6 & 38.28 " 8.366& 44.55 & 50.48 & 382.7 "1438 # 347.4 " 121.5 " 29.78 & 8.231&
Minimum 0.000& 11.84 & 8.906" 3.841& 3.551& 8.301& 27.99 " 146.3 # 61.38 " 33.92 " 1.825& 0.247&
Total 0.00& 2856 & 543.5 " 162.7 & 395.2 & 490.8 & 3885 "14915 # 4767 " 1840 " 278.8 & 64.30&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 82.74 & " ... Relative Uncertainty +/-10%
Ann. Median 15.97 & # ... Relative Uncertainty +/-15%
Annual Total 30199 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1438 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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 0.169& 3.477& 22.03 " [ ] [ ] [ ] [ ] 485.4 " 413.3 & 65.52 " 25.97 " 3.628& 1
2 0.064& 3.091& 13.38 " [ ] [ ] [ ] [ ] 1096 # 337.1 & 63.36 " 25.35 " 3.532& 2
3 0.002& 2.760& 9.213& [ ] [ ] [ ] [ ] 1016 # 302.9 & 59.58 " 23.66 " 3.223& 3
4 0.000& 2.597& 6.738& [ ] [ ] [ ] [ ] 2500 & 291.7 & 69.53 " 21.48 " 3.122& 4
5 0.000& 2.130& 4.883& [ ] [ ] [ ] [ ] 2253 & 300.2 " 84.14 " 20.51 " 2.961& 5
6 0.000& 1.805& 3.493& [ ] [ ] [ ] [ ] 1192 # 275.7 " 80.94 " 19.19 " 3.060& 6
7 0.000& 1.870& 2.791& [ ] [ ] [ ] [ ] 867.9 " 270.1 " 73.48 " 18.06 " 3.140& 7
8 0.000& 1.756& 2.110& [ ] [ ] [ ] [ ] 729.8 " 297.2 " 65.58 " 17.29 " 2.878& 8
9 0.000& 1.637& 1.588& [ ] [ ] [ ] [ ] 1437 & 275.7 " 60.25 " 15.97 " 2.848& 9
10 0.000& 1.534& 1.189& [ ] [ ] [ ] [ ] 1881 & 244.5 " 60.81 " 14.89 " 2.599& 10
11 0.000& 1.274& 0.707& [ ] [ ] [ ] [ ] [ ] 238.0 " 59.03 " 14.02 " 2.441& 11
12 0.000& 1.120& 0.402& [ ] [ ] [ ] [ ] [ ] 212.4 " 57.85 " 13.28 " 2.248& 12
13 0.000& 0.897& 0.288& [ ] [ ] [ ] 137.5 " [ ] 198.9 " 58.00 " 13.47 " 1.811& 13
14 0.000& 0.784& 0.256& [ ] [ ] [ ] 146.5 " [ ] 194.2 " 114.2 " 12.94 " 1.443& 14
15 0.132& 0.644& [ ] [ ] [ ] [ ] 272.9 " 857.1 " 175.3 " 152.0 " 12.16 " 1.193& 15
16 151.9 & 0.477& [ ] [ ] [ ] [ ] 313.4 " 581.3 " 157.4 " 118.9 " 10.92 " 1.194& 16
17 242.1 " 0.399& [ ] [ ] [ ] [ ] 262.6 " 497.7 " 144.2 " 84.04 " 9.819" 0.929& 17
18 111.2 " 0.268& [ ] [ ] [ ] [ ] 209.7 " 429.5 " 133.8 " 71.27 " 9.049" 0.652& 18
19 60.31 " 0.205& [ ] [ ] [ ] [ ] 172.0 " 365.9 " 126.6 " 83.22 " 8.283& 0.524& 19
20 38.27 " 0.108& [ ] [ ] [ ] [ ] 152.4 " 328.3 " 121.1 " 79.46 " 7.707& 0.437& 20
21 29.30 " 0.027& [ ] [ ] [ ] [ ] 160.5 " 331.1 " 114.6 " 69.62 " 7.278& 0.303& 21
22 22.42 " 0.000& [ ] [ ] [ ] [ ] 312.5 " 427.9 " 107.1 " 62.67 " 6.753& 0.240& 22
23 17.76 " 0.000& [ ] [ ] [ ] [ ] 509.6 " 364.1 " 97.72 " 57.11 " 6.132& 0.247& 23
24 14.60 " 0.000& [ ] [ ] [ ] [ ] 504.8 " 287.3 " 87.50 " 50.93 " 5.567& 0.142& 24
25 12.54 " 0.000& [ ] [ ] [ ] [ ] 504.3 " 254.4 " 82.23 " 45.88 " 5.258& 0.040& 25
26 10.90 " 0.000& [ ] [ ] [ ] [ ] 1045 " 231.2 " 78.74 " 41.26 " 5.106& 0.000& 26
27 9.834" 43.26 & [ ] [ ] [ ] [ ] 772.5 " 214.2 " 73.30 " 36.75 " 4.706& 0.000& 27
28 8.441& 39.32 " [ ] [ ] [ ] [ ] 474.6 " 317.8 " 67.56 " 33.39 " 4.555& 0.000& 28
29 6.757& [ ] [ ] [ ] [ ] 370.8 "1040 # 64.60 " 30.82 " 4.261& 0.000& 29
30 5.001& [ ] [ ] [ ] [ ] 325.2 " 971.4 # 66.87 " 28.65 " 3.861& 0.000& 30
31 4.034& [ ] [ ] 287.1 " 567.3 " 27.13 " 0.000& 31
Mean 24.06 & 3.980& 4.934& [ ] [ ] [ ] 365.0 " 797.2 & 185.0 & 65.98 " 12.25 & 1.446&
Median 4.034& 1.008& 2.450& [ ] [ ] [ ] 312.5 " 567.3 & 166.3 & 62.67 " 11.54 & 1.193&
Maximum 242.1 & 43.26 & 22.03 & [ ] [ ] [ ] 1045 "2500 & 413.3 & 152.0 " 25.97 & 3.628&
Minimum 0.000& 0.000& 0.256& [ ] [ ] [ ] 137.5 " 214.2 & 64.60 & 27.13 " 3.861& 0.000&
Total 745.8 & 111.4 & 69.07& [ ] [ ] [ ] 6934 "21525 & 5550 & 2045 " 367.5 & 44.84&
Missing Days 0 0 17 30 31 30 12 4 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 155.2 & " ... Relative Uncertainty +/-10%
Ann. Median 21.48 & # ... Relative Uncertainty +/-15%
Annual Total 37394 & & ... Relative Uncertainty +/-30%
Missing Days 124 [ ... Not Available
Maximum Minimum
Daily 2500 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 232.3 " 76.05 " 491.4 " 35.52 " 30.42 " 0.297& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 201.4 " 70.12 " 564.9 " 35.72 " 45.22 " 0.245& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 159.8 " 66.40 " 528.8 " 32.95 " 47.65 " 0.181& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 212.9 " 77.79 " 390.5 " 31.97 " 37.10 " 0.144& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 739.4 " 89.88 " 287.9 " 43.36 " 28.99 " 0.046& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 548.6 " 89.47 " 225.6 " 50.21 " 23.18 " 0.000& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 316.0 " 91.55 " 187.8 " 46.88 " 18.50 " 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 239.7 " 81.08 " 162.5 " 37.61 " 14.94 " 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 12.32 & 195.5 " 71.12 " 144.5 " 32.87 " 12.37 " 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 52.51 " 168.6 " 64.68 " 130.1 " 29.76 " 10.69 " 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 138.3 " 151.3 " 60.75 " 117.5 " 27.90 " 9.227& 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 138.2 " 136.7 " 57.37 " 107.3 " 28.61 " 7.774& 0.000& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 80.55 " 123.4 " 58.31 " 97.40 " 28.93 " 6.569& 0.000& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 50.82 " 112.3 " 101.3 " 89.29 " 29.13 " 5.415& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 37.83 " 102.6 " 201.8 " 82.13 " 27.35 " 4.504& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 32.25 " 98.32 " 156.5 " 75.76 " 24.78 " 3.658& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 28.91 " 88.49 " 296.1 " 70.40 " 22.39 " 3.207& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 25.48 " 82.54 " 271.9 " 67.45 " 20.59 " 2.863& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 22.25 " 90.08 " 174.7 " 120.3 " 18.61 " 2.421& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 19.89 " 183.6 " 139.8 " 121.1 " 17.12 " 2.035& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 18.20 " 252.3 " 110.8 " 99.56 " 15.65 " 1.744& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 18.77 " 262.2 " 97.45 " 78.50 " 14.46 " 1.544& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 176.0 " 210.2 " 163.7 " 68.16 " 13.72 " 1.459& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 218.4 " 161.3 " 187.9 " 60.54 " 13.19 " 1.355& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 138.7 " 138.8 " 153.7 " 54.64 " 12.95 " 1.284& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 98.66 " 119.1 " 119.9 " 48.90 " 12.33 " 1.181& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 380.7 " 114.7 " 105.9 " 45.74 " 11.31 " 1.003& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 727.5 " 104.6 " 88.07 " 42.72 " 10.33 " 0.733& 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 393.4 " 96.48 " 80.84 " 39.99 " 9.558" 0.568& 0.000& 29
30 0.000& 0.000& 0.000& 0.000& 237.1 " 88.87 " 280.0 " 37.36 " 9.581" 0.431& 0.000& 30
31 0.000& 0.000& 0.000& 81.76 " 539.1 " 17.62 " 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 101.6 & 187.5 " 136.3 " 154.6 " 24.61 " 10.93 & 0.029&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 30.58 & 151.3 " 97.45 " 98.48 " 24.78 " 4.081& 0.000&
Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 727.5 & 739.4 " 539.1 " 564.9 " 50.21 " 47.65 & 0.297&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 81.76 " 57.37 " 37.36 " 9.558" 0.431& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 0.000&3047 &5814 "4224 "4639 " 763.0 " 328.0 & 0.912&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 51.55 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 18815 &
Maximum Minimum
Daily 739.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 35.17 " 177.0 " 41.24 " 104.0 " 52.04 " 5.754& 4.670& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 25.14 " 137.4 " 38.06 " 159.2 " 45.65 " 8.757& 4.741& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 18.85 " 107.8 " 41.34 " 150.2 " 42.06 " 13.31 " 4.286& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 14.92 " 86.65 " 61.66 " 116.2 " 38.91 " 16.04 " 3.566& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 12.64 " 72.81 " 55.28 " 89.76 " 35.73 " 14.38 " 2.973& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 10.92 " 63.54 " 45.00 " 76.09 " 32.96 " 11.61 " 2.558& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 9.819" 62.26 " 38.58 " 283.0 " 30.40 " 9.464" 2.278& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 8.891& 68.34 " 35.06 " 276.4 " 30.59 " 7.858& 1.874& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 7.978& 65.07 " 55.40 " 183.0 " 31.25 " 17.43 & 1.542& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 7.436& 55.37 " 422.0 " 137.1 " 30.00 " 52.10 " 1.221& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 8.167& 47.39 " 553.0 " 110.9 " 26.57 " 42.56 " 0.927& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 11.63 " 41.99 " 304.7 " 93.92 " 23.37 " 35.81 " 0.724& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 16.02 " 39.60 " 207.4 " 81.01 " 21.10 " 32.70 " 0.567& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 20.02 " 89.99 " 165.3 " 71.34 " 19.20 " 35.37 " 0.459& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 16.66 " 116.8 " 149.5 " 63.38 " 17.61 " 58.19 " 0.340& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 13.75 " 104.8 " 223.7 " 53.11 " 16.25 " 56.74 " 0.266& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 14.29 " 145.9 " 384.5 " 45.17 " 14.78 " 42.59 " 0.222& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 26.00 " 159.3 " 323.2 " 42.93 " 13.56 " 32.79 " 0.118& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 39.17 " 134.5 " 251.4 " 52.74 " 12.13 " 26.21 " 0.039& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 36.53 " 101.8 " 197.9 " 80.28 " 11.23 " 20.11 " 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 29.39 " 82.01 " 163.2 " 88.31 " 10.27 " 16.33 " 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 23.39 " 70.56 " 138.8 " 77.88 " 9.450" 13.63 " 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 24.10 " 64.87 " 121.3 " 65.24 " 8.798& 11.52 " 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 26.67 " 62.14 " 111.2 " 54.60 " 8.103& 9.938" 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 26.44 " 56.89 " 112.6 " 46.06 " 7.283& 8.435& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 25.24 " 53.06 " 104.8 " 44.44 " 6.450& 7.081& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 25.54 " 54.03 " 90.06 " 54.70 " 5.711& 5.815& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 68.65 " 62.68 " 77.36 " 65.16 " 5.227& 4.618& 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 0.000& 327.1 " 60.03 " 72.22 " 77.98 " 4.528& 4.039& 0.000& 29
30 0.000& 0.000& 0.000& 0.000& 282.8 " 53.41 " 66.79 " 61.37 " 3.872& 4.459& 0.000& 30
31 0.000& 0.000& 35.85 & 46.53 " 61.12 " 3.617& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 1.156& 40.44 & 82.08 " 152.1 " 96.84 " 19.96 & 20.85 & 1.076&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 21.71 & 65.07 " 111.2 " 77.93 " 16.25 & 14.00 & 0.266&
Maximum 0.000& 0.000& 0.000& 0.000& 35.85 & 327.1 & 177.0 " 553.0 " 283.0 " 52.04 & 58.19 & 4.741&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 7.436& 39.60 " 35.06 " 42.93 " 3.617& 4.039& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 35.85 &1213 &2545 "4714 "2905 " 618.7 & 625.6 & 33.37 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.67 & " ... Relative Uncertainty +/-10%
Ann. Median 4.373& & ... Relative Uncertainty +/-30%
Annual Total 12690 &
Maximum Minimum
Daily 553.0 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 4.501& 3.836& 79.31 " 74.03 "1236 # 181.0 " 113.3 " 96.89 " 7.243& 1
2 0.000& 0.000& 0.000& 3.740& 6.899& 52.27 " 60.95 "1197 # 286.6 " 174.1 " 82.56 " 6.588& 2
3 0.000& 0.000& 0.000& 3.374& 7.595& 39.50 " 52.25 " 766.8 " 292.9 " 197.6 " 73.75 " 5.957& 3
4 0.000& 0.000& 55.12 & 3.141& 9.846& 33.88 " 127.1 " 593.7 " 216.9 " 152.3 " 66.15 " 5.090& 4
5 0.000& 0.000& 677.0 # 2.865& 27.19 " 30.89 " 335.1 " 491.8 " 175.1 " 128.7 " 58.62 " 4.528& 5
6 0.000& 0.000& 153.4 " 3.020& 35.36 " 28.94 " 344.8 " 424.8 " 162.5 " 117.5 " 52.94 " 3.835& 6
7 0.000& 0.000& 83.00 " 3.281& 41.62 " 27.99 " 636.3 " 381.9 " 134.2 " 98.05 " 48.06 " 3.189& 7
8 0.000& 0.000& 53.20 " 3.157& 35.37 " 25.71 " 536.6 " 397.3 " 120.3 " 89.65 " 43.23 " 2.705& 8
9 0.000& 0.000& 39.11 " 3.059& 26.46 " 25.36 " 467.7 " 569.4 " 116.5 " 77.06 " 38.40 " 2.286& 9
10 0.000& 0.000& 32.13 " 2.861& 19.58 " 35.33 " 875.4 "1054 # 142.1 " 66.42 " 36.88 " 1.973& 10
11 0.000& 0.000& 26.74 " 2.938& 15.48 " 66.51 " 557.1 "1096 # 164.2 " 63.53 " 34.41 " 1.762& 11
12 0.000& 0.000& 22.76 " 4.099& 13.25 " 81.25 " 502.3 " 655.2 " 143.0 " 70.84 " 31.63 " 1.704& 12
13 0.000& 0.000& 19.51 " 4.537& 11.85 " 57.60 "1216 # 509.4 " 125.0 " 66.16 " 29.00 " 1.614& 13
14 0.000& 0.000& 17.85 " 5.806& 10.79 " 42.67 "1251 # 430.3 " 109.8 " 60.61 " 26.02 " 1.545& 14
15 0.000& 0.000& 16.36 " 7.273& 10.37 " 36.45 " 899.0 " 355.6 " 104.2 " 54.60 " 23.32 " 1.523& 15
16 0.000& 0.000& 14.45 " 8.091& 10.19 " 34.84 " 765.9 " 316.1 " 184.8 " 49.01 " 21.30 " 1.487& 16
17 0.000& 0.000& 12.78 " 7.954& 9.772" 32.53 " 547.9 " 287.7 " 242.1 " 44.34 " 20.07 " 1.753& 17
18 0.000& 0.000& 11.55 " 6.990& 9.377" 30.29 " 492.4 " 267.7 " 193.0 " 41.70 " 19.13 " 2.157& 18
19 0.000& 0.000& 10.49 " 7.248& 9.010" 28.46 " 514.5 " 259.1 " 148.0 " 74.47 " 18.87 " 2.421& 19
20 0.000& 0.000& 9.465" 5.965& 8.868" 47.90 " 469.5 " 290.3 " 125.0 " 259.1 " 18.43 " 2.450& 20
21 0.000& 0.000& 8.661& 5.130& 8.794" 84.20 "1079 # 272.2 " 108.1 " 274.7 " 17.24 " 2.496& 21
22 0.000& 0.000& 7.927& 4.503& 9.369" 120.0 " 817.3 # 251.4 " 96.01 " 196.2 " 23.60 " 2.129& 22
23 0.000& 0.000& 6.887& 4.294& 14.14 " 92.21 " 519.5 " 226.7 " 90.02 " 137.1 " 16.59 " 1.701& 23
24 0.000& 0.000& 6.257& 3.997& 25.30 " 62.20 " 417.2 " 200.1 " 77.17 " 103.4 " 15.06 " 1.364& 24
25 0.000& 0.000& 5.852& 3.793& 26.31 " 48.39 " 358.6 " 179.8 " 69.18 " 92.33 " 13.17 " 0.974& 25
26 0.000& 0.000& 5.321& 3.898& 25.59 " 40.98 " 361.3 " 170.8 " 74.82 " 110.8 " 11.88 " 0.643& 26
27 0.000& 0.000& 5.000& 3.762& 21.40 " 38.36 "1029 # 168.2 " 86.72 " 312.7 " 10.84 " 0.542& 27
28 0.000& 0.000& 4.683& 3.351& 41.71 " 43.21 "1037 # 162.8 " 86.66 " 318.6 " 9.771" 0.360& 28
29 0.000& 4.322& 3.402& 179.5 " 79.25 " 787.1 " 156.2 " 81.06 " 211.1 " 8.894& 0.268& 29
30 0.000& 4.146& 4.982& 191.4 " 85.94 "1168 # 160.9 " 81.27 " 146.3 " 7.945& 0.162& 30
31 0.000& 4.522& 131.4 " 1167 # 164.5 " 115.5 " 0.042& 31
Mean 0.000& 0.000& 42.53 & 4.500& 32.18 & 51.08 " 628.0 # 441.7 # 140.6 " 129.6 " 32.49 & 2.338&
Median 0.000& 0.000& 10.49 & 3.948& 14.14 & 41.82 " 536.6 # 316.1 # 125.0 " 110.8 " 23.46 & 1.762&
Maximum 0.000& 0.000& 677.0 & 8.091& 191.4 & 120.0 "1251 #1236 # 292.9 " 318.6 " 96.89 & 7.243&
Minimum 0.000& 0.000& 0.000& 2.861& 3.836& 25.36 " 52.25 # 156.2 # 69.18 " 41.70 " 7.945& 0.042&
Total 0.00& 0.00& 1319 & 135.0 & 997.7 & 1532 "19467 #13694 # 4218 " 4018 " 974.6 & 72.49&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 127.2 & " ... Relative Uncertainty +/-10%
Ann. Median 26.02 & # ... Relative Uncertainty +/-15%
Annual Total 46427 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1251 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 14.28 " 36.21 " 523.3 " 185.3 " 62.55 " 25.26 " 5.628& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 13.61 " 34.68 "1093 # 171.5 " 57.30 " 23.43 " 4.777& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 12.55 " 33.62 "1514 # 176.3 " 53.01 " 21.80 " 3.936& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 11.96 " 32.67 "1767 & 241.0 " 50.64 " 19.80 " 3.313& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 11.35 " 32.17 " 986.8 # 309.6 " 55.63 " 18.01 " 2.748& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 10.95 " 32.52 " 669.1 " 316.6 " 59.47 " 17.50 " 2.502& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 10.54 " 33.04 " 618.2 " 281.7 " 56.82 " 16.80 " 2.106& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 10.36 " 33.06 " 654.2 " 222.9 " 52.64 " 16.04 " 1.763& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 14.99 " 41.05 "1307 # 188.3 " 50.13 " 15.80 " 1.526& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 22.54 " 123.3 "1219 # 168.2 " 47.97 " 15.53 " 1.318& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 36.72 " 114.6 " 688.9 " 151.2 " 47.82 " 15.39 " 1.126& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 68.11 " 84.55 " 514.3 " 138.4 " 44.91 " 14.92 " 0.909& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 82.87 " 61.70 " 457.9 " 211.5 " 40.80 " 14.23 " 0.813& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 64.50 " 60.65 " 644.8 " 424.6 " 37.48 " 13.11 " 0.833& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 45.29 " 90.40 " 532.6 " 299.9 " 34.78 " 12.01 " 0.738& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 35.59 " 97.06 "1322 & 220.0 " 33.55 " 10.86 " 0.538& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 82.91 " 85.55 "1944 & 181.2 " 33.67 " 10.60 " 0.451& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 196.9 " 101.0 "1666 & 159.2 " 33.13 " 17.33 " 0.416& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 230.7 " 115.7 " 969.9 # 171.9 " 31.95 " 23.68 " 0.301& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 171.6 " 95.39 " 710.6 " 193.8 " 30.23 " 24.43 " 0.211& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 121.7 " 90.11 " 581.4 " 175.6 " 30.40 " 22.56 " 0.080& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 93.21 " 99.81 " 485.1 " 151.8 " 32.38 " 17.50 " 0.009& 22
23 0.000& 0.000& 0.000& 0.000& 3.910& 87.46 " 167.0 " 402.9 " 133.7 " 35.99 " 15.82 " 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 78.01 " 75.99 " 324.7 " 348.8 " 120.8 " 55.80 " 14.33 " 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 100.3 " 63.52 " 242.6 " 318.8 " 110.4 " 64.61 " 12.52 " 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 56.60 " 54.60 " 167.7 " 293.1 " 102.8 " 56.11 " 11.03 " 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 35.30 " 49.58 " 144.8 " 277.7 " 96.34 " 43.62 " 9.820" 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 26.09 " 44.87 " 124.2 " 266.1 " 87.85 " 35.19 " 8.648& 0.000& 28
29 0.000& 0.000& 0.000& 19.98 " 41.80 " 216.9 " 243.7 " 78.03 " 30.97 " 7.523& 0.000& 29
30 0.000& 0.000& 0.000& 16.81 " 38.66 " 405.6 " 220.9 " 68.48 " 27.98 " 6.580& 0.000& 30
31 0.000& 0.000& 15.40 " 303.0 " 202.4 " 26.46 " 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 11.37 & 60.66 " 116.9 " 756.2 & 184.6 " 43.68 " 15.76 & 1.163&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 45.08 " 95.39 " 618.2 & 173.8 " 43.62 " 15.67 & 0.538&
Maximum 0.000& 0.000& 0.000& 0.000& 100.3 & 230.7 " 405.6 "1944 & 424.6 " 64.61 " 25.26 & 5.628&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 10.36 " 32.17 " 202.4 & 68.48 " 26.46 " 6.580& 0.000&
Total 0.00& 0.00& 0.00& 0.00& 352.4 & 1820 " 3625 "23442 & 5539 " 1354 " 472.9 & 36.04&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 100.4 & " ... Relative Uncertainty +/-10%
Ann. Median 10.95 & # ... Relative Uncertainty +/-15%
Annual Total 36642 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1944 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 7.126& 27.36 " 125.1 " 32.53 " 27.75 & 1.436& 0.000& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 8.495& 26.03 " 106.7 " 36.30 " 33.98 & 1.287& 0.000& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 8.016& 31.31 " 95.65 " 82.76 " 37.20 & 1.040& 0.000& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 8.714& 93.12 " 85.18 " 106.3 " 33.02 & 0.787& 0.000& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 43.34 " 103.9 " 76.47 " 102.4 " 30.06 & 0.576& 0.000& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 94.17 " 91.30 " 70.25 " 106.6 " 26.31 & 0.415& 0.000& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 140.6 " 71.74 " 65.95 " 98.82 " 22.67 & 0.366& 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 102.0 " 60.27 " 76.71 " 74.68 " 19.44 & 0.308& 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 80.33 " 52.81 " 113.2 " 57.36 " 17.57 & 0.368& 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 59.28 " 46.89 " 105.9 " 47.69 " 15.58 & 0.363& 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 57.16 " 42.49 " 111.0 " 41.83 " 13.94 & 0.295& 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 52.22 " 43.67 " 106.5 " 37.91 " 12.48 & 0.299& 0.000& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 42.93 " 40.99 " 94.06 " 75.50 " 11.44 & 0.428& 0.000& 13
14 0.000& 0.000& 0.000& 0.000& 5.036& 47.40 " 41.02 " 78.37 " 319.8 " 10.25 & 0.383& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 5.806& 46.91 " 38.44 " 72.30 " 286.7 " 9.190& 0.185& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 5.306& 43.16 " 35.51 " 138.4 " 167.1 " 8.254& 0.038& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 5.213& 40.47 " 33.20 " 155.5 " 130.1 " 7.303& 0.000& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 4.548& 37.38 " 31.95 " 121.0 " 102.2 " 6.372& 0.000& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 3.795& 33.03 " 101.2 " 94.19 " 84.58 " 5.681& 0.000& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 3.375& 42.58 " 129.5 " 78.33 " 73.23 " 5.006& 0.000& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 3.157& 57.66 " 116.6 " 70.29 " 64.39 " 4.637& 0.000& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 3.069& 56.58 " 98.54 " 63.95 " 59.07 " 4.389& 0.000& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 3.330& 58.92 " 77.10 " 58.04 " 52.22 " 4.000& 0.000& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 4.097& 54.05 " 63.64 " 53.73 " 45.35 " 3.516& 0.000& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 3.940& 51.89 " 55.85 " 49.51 " 40.77 " 3.014& 0.000& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 4.135& 45.48 " 140.8 " 45.31 " 36.56 & 2.687& 0.000& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 4.026& 38.64 " 265.2 " 42.60 " 34.19 & 2.443& 0.000& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 4.397& 34.29 " 218.6 " 39.94 " 31.99 & 2.107& 0.000& 0.000& 28
29 0.000& 0.000& 0.000& 4.366& 31.52 " 190.9 " 37.16 " 30.27 & 1.914& 0.000& 0.000& 29
30 0.000& 0.000& 0.000& 4.217& 29.16 " 182.6 " 35.14 " 28.81 & 1.831& 0.000& 0.000& 30
31 0.000& 0.000& 5.411& 151.6 " 33.49 " 1.605& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 2.491& 48.45 & 87.23 " 80.64 " 82.93 & 12.44 & 0.286& 0.000&
Median 0.000& 0.000& 0.000& 0.000& 3.330& 44.41 & 63.64 " 76.71 " 61.73 & 8.254& 0.112& 0.000&
Maximum 0.000& 0.000& 0.000& 0.000& 5.806& 140.6 & 265.2 " 155.5 " 319.8 & 37.20 & 1.436& 0.000&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 7.126& 26.03 " 33.49 " 28.81 & 1.605& 0.000& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 77.22 &1454 &2704 "2500 "2488 & 385.6 & 8.574& 0.000&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.35 & " ... Relative Uncertainty +/-10%
Ann. Median 0.308& & ... Relative Uncertainty +/-30%
Annual Total 9617 &
Maximum Minimum
Daily 319.8 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 13/12/2024
Site 616001 Wooroloo Brook - Karls Ranch 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& 12.05 " 459.4 " 268.8 " 54.22 " 17.36 " 0.443& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 10.37 " 349.7 " 227.1 " 81.46 " 16.27 " 0.396& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 8.867& 225.5 " 198.9 " 179.9 " 16.87 " 0.303& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 7.832& 170.2 " 209.1 " 271.2 " 15.81 " 0.223& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 7.066& 141.6 " 468.4 " 226.1 " 15.55 " 0.125& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 6.669& 123.4 " 682.2 " 159.2 " 14.93 " 0.044& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 8.142& 509.6 " 449.7 " 118.5 " 13.91 " 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 10.03 " 661.8 " 314.1 " 92.30 " 14.82 " 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 12.18 " 332.5 " 255.2 " 75.09 " 15.45 " 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 61.89 " 230.4 " 220.1 " 62.34 " 16.20 " 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 64.64 " 215.0 " 189.5 " 53.17 " 14.71 " 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 51.46 " 210.1 " 164.2 " 46.44 " 13.04 " [ ] 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 35.83 " 203.0 " 146.9 " 41.63 " 10.45 & [ ] 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 30.06 " 250.3 " 131.9 " 38.29 " 6.936& [ ] 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 27.82 " 385.0 " 119.2 " 36.43 " 5.772& [ ] 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 23.23 " 312.4 " 108.0 " 36.87 " 4.585& [ ] 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 21.47 " 262.2 " 96.15 " 41.99 " 3.460& [ ] 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 167.9 " 639.7 " 84.32 " 41.18 " 2.675& [ ] 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 176.2 " 757.4 " 73.34 " 37.48 " 2.545& [ ] 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 136.1 " 471.7 " 67.31 " 35.22 " 2.858& [ ] 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 1.607& 99.64 " 396.7 " 62.27 " 41.23 " 3.531& [ ] 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 6.656& 78.76 " 377.1 " 59.11 " 37.45 " 3.832& [ ] 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 6.464& 129.6 " 650.9 " 57.22 " 33.33 " 3.139& [ ] 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 7.122& 163.8 " 893.2 " 53.64 " 29.87 " 2.864& [ ] 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 6.038& 179.5 " 966.7 " 50.14 " 26.22 " 2.215& [ ] 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 6.016& 223.8 " 596.2 " 46.23 " 22.64 " 1.508& [ ] 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 7.803& 179.1 " 430.8 " 61.13 " 19.80 " 1.122& [ ] 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 12.23 " 143.4 " 365.9 " 86.33 " 17.39 " 0.874& [ ] 28
29 0.000& 0.000& 0.000& 0.000& 0.000& 15.06 " 228.8 " 347.6 " 79.32 " 15.25 " 0.718& [ ] 29
30 0.000& 0.000& 0.000& 0.000& 13.47 " 224.8 " 348.0 " 65.35 " 13.35 " 0.588& [ ] 30
31 0.000& 0.000& 0.000& 196.2 " 319.6 " 13.51 " [ ] 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 2.749& 87.98 & 406.6 " 169.8 " 64.48 " 8.154& 0.140&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 61.89 & 349.7 " 113.6 " 41.18 " 5.178& 0.044&
Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 15.06 & 228.8 & 966.7 " 682.2 " 271.2 " 17.36 & 0.443&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 6.669& 123.4 " 46.23 " 13.35 " 0.588& 0.000&
Total 0.00& 0.00& 0.00& 0.00& 0.00& 82.47& 2727 &12604 " 5095 " 1999 " 244.6 & 1.53&
Missing Days 0 0 0 0 0 0 0 0 0 0 0 20
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 65.76 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 22753 & [ ... Not Available
Missing Days 20
Maximum Minimum
Daily 966.7 & 0.000&