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Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 [ ] [ ] [ ] [ ] [ ] 12.66 & 127.7 " 262.6 " 364.8 " 121.5 " 19.33 & 9.074& 1
2 [ ] [ ] [ ] [ ] [ ] 19.61 & 146.4 " 220.4 " 284.9 " 101.2 " 17.78 & 8.179& 2
3 [ ] [ ] [ ] [ ] [ ] 41.74 & 355.9 " 194.9 " 239.9 " 89.80 " 15.64 & 5.895& 3
4 [ ] [ ] [ ] [ ] [ ] 78.48 & 386.8 " 178.2 " 220.1 " 78.78 " 13.90 & 5.395& 4
5 [ ] [ ] [ ] [ ] [ ] 178.5 " 275.1 " 157.4 " 258.8 " 68.45 & 12.06 & 5.145& 5
6 [ ] [ ] [ ] [ ] [ ] 191.8 " 212.8 " 142.9 " 236.1 " 60.30 & 11.33 & 4.317& 6
7 [ ] [ ] [ ] [ ] [ ] 108.8 " 169.2 " 130.8 " 191.4 " 55.96 & 11.04 & 3.693& 7
8 [ ] [ ] [ ] [ ] [ ] 127.4 " 138.8 " 144.9 " 158.3 " 58.61 & 11.15 & 3.556& 8
9 [ ] [ ] [ ] [ ] [ ] 295.9 " 118.0 " 161.9 " 138.8 " 92.94 " 11.40 & 5.065& 9
10 [ ] [ ] [ ] [ ] [ ] 184.8 " 103.4 " 148.3 " 126.2 " 93.68 " 11.15 & 4.220& 10
11 [ ] [ ] [ ] [ ] [ ] 107.7 " 94.47 " 129.9 " 119.5 " 92.39 " 9.376& 3.496& 11
12 [ ] [ ] [ ] [ ] [ ] 213.3 " 89.41 " 118.3 " 120.5 " 72.47 & 7.107& 3.570& 12
13 [ ] [ ] [ ] [ ] [ ] 355.7 " 90.40 " 106.2 " 190.6 " 70.42 & 8.032& 2.999& 13
14 [ ] [ ] [ ] [ ] [ ] 216.6 " 304.9 " 98.16 " 387.7 " 76.01 " 7.510& 3.138& 14
15 [ ] [ ] [ ] [ ] [ ] 155.1 " 434.3 " 92.88 " 353.4 " 67.85 & 8.061& 5.588& 15
16 [ ] [ ] [ ] [ ] [ ] 174.9 " 329.5 " 90.66 " 243.1 " 55.82 & 12.08 & 5.768& 16
17 [ ] [ ] [ ] [ ] [ ] 518.9 " 729.3 & 83.87 " 220.5 " 48.20 & 7.899& 4.992& 17
18 [ ] [ ] [ ] [ ] [ ] 418.1 "1395 & 75.76 " 398.5 " 40.69 & 7.396& 5.399& 18
19 [ ] [ ] [ ] [ ] [ ] 239.8 "1245 & 73.17 " 584.5 " 35.18 & 6.886& 4.364& 19
20 [ ] [ ] [ ] [ ] [ ] 159.7 "1753 & 69.32 & 610.8 " 33.26 & 6.672& 3.279& 20
21 [ ] [ ] [ ] [ ] [ ] 127.2 "1524 & 64.98 & 429.7 " 32.40 & 7.890& 4.211& 21
22 [ ] [ ] [ ] [ ] [ ] 105.9 " 984.5 & 60.56 & 324.1 " 29.17 & 6.855& 4.245& 22
23 [ ] [ ] [ ] [ ] [ ] 96.21 " 800.6 " 56.23 & 268.7 " 32.81 & 12.98 & 2.474& 23
24 [ ] [ ] [ ] [ ] [ ] 93.90 " 604.9 " 134.6 & 219.4 " 50.40 & 10.35 & 2.581& 24
25 [ ] [ ] [ ] [ ] [ ] 138.5 " 461.3 " 315.2 " 234.6 " 51.34 & 6.840& 2.893& 25
26 [ ] [ ] [ ] [ ] [ ] 171.6 " 379.9 " 309.2 " 237.6 " 41.30 & 9.176& 2.998& 26
27 [ ] [ ] [ ] [ ] [ ] 127.7 " 307.9 " 945.9 & 201.0 " 34.79 & 9.105& 4.192& 27
28 [ ] [ ] [ ] [ ] [ ] 105.1 " 249.7 "1517 & 178.0 " 30.11 & 10.37 & 4.322& 28
29 [ ] [ ] [ ] [ ] 97.17 " 211.6 " 959.1 & 156.7 " 25.88 & 11.04 & 4.395& 29
30 [ ] [ ] [ ] [ ] 118.0 " 232.9 " 655.6 " 138.0 " 22.92 & 10.77 & 4.598& 30
31 [ ] [ ] [ ] 282.4 " 463.1 " 20.83 & 4.441& 31
Mean [ ] [ ] [ ] [ ] [ ] 166.0 & 469.0 & 263.3 & 261.2 " 57.60 & 10.37 & 4.467&
Median [ ] [ ] [ ] [ ] [ ] 133.1 & 304.9 & 142.9 & 235.4 " 55.82 & 10.36 & 4.317&
Maximum [ ] [ ] [ ] [ ] [ ] 518.9 &1753 &1517 & 610.8 " 121.5 & 19.33 & 9.074&
Minimum [ ] [ ] [ ] [ ] [ ] 12.66 & 89.41 & 56.23 & 119.5 " 20.83 & 6.672& 2.474&
Total [ ] [ ] [ ] [ ] [ ] 4981 &14540 & 8162 & 7836 " 1785 & 311.2 & 138.5 &
Missing Days 31 28 31 30 31 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 176.4 & " ... Relative Uncertainty +/-10%
Ann. Median 95.34 & & ... Relative Uncertainty +/-30%
Annual Total 37754 & [ ... Not Available
Missing Days 151
Maximum Minimum
Daily 1753 & 2.474&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 4.166& 0.000& 2.689& 2.231& 3.171& 40.35 " 524.9 " 446.8 " 398.0 " 49.95 " 13.32 & 8.521& 1
2 4.030& 0.000& 2.781& 2.479& 5.004& 125.6 "1019 " 444.3 " 672.6 " 47.63 " 9.934& 9.050& 2
3 3.497& 0.000& 3.572& 1.863& 4.165& 300.4 " 950.7 " 439.9 " 876.3 " 45.40 " 9.061& 6.480& 3
4 3.204& 0.000& 3.595& 1.844& 3.254& 238.6 " 635.6 " 405.2 " 619.0 " 45.24 " 7.335& 5.786& 4
5 3.166& 0.000& 4.621& 1.939& 3.017& 182.2 "1342 $ 351.1 " 461.9 " 44.23 " 7.147& 5.164& 5
6 3.264& 0.000& 4.886& 2.132& 3.017& 310.3 "1896 $ 305.7 " 384.6 " 42.21 " 6.953& 4.576& 6
7 3.418& 0.000& 3.906& 2.231& 3.017& 342.8 "1037 " 322.8 " 320.1 " 48.51 " 6.431& 4.902& 7
8 3.355& 0.244& 2.715& 2.231& 3.676& 530.1 " 752.2 " 443.3 " 282.0 " 93.30 " 4.732& 5.043& 8
9 5.633& 1.812& 2.994& 2.448& 5.463&1163 " 813.3 " 508.2 " 250.5 " 63.83 " 1.644& 5.475& 9
10 4.652& 2.177& 2.296& 2.605& 4.108& 737.8 "1228 " 464.8 " 224.5 " 57.76 " 0.778& 5.921& 10
11 1.361& 2.510& 2.436& 2.919& 3.263& 890.6 $ 857.7 " 393.7 " 207.7 " 49.02 " 0.000& 5.571& 11
12 0.000& 2.810& 2.386& 3.017& 3.085&2546 $ 671.0 " 339.1 " 191.7 " 41.56 " 0.000& 4.934& 12
13 0.000& 2.408& 2.386& 3.017& 3.147&1366 $ 750.1 " 292.1 " 175.5 " 38.91 " 0.000& 4.131& 13
14 0.000& 2.950& 3.211& 3.017& 2.474& 838.9 "1438 & 252.5 " 148.6 " 35.96 " 0.000& 6.036& 14
15 0.365& 3.820& 3.149& 2.899& 1.645& 582.0 "4245 & 295.4 " 129.6 " 33.87 " 0.000& 5.272& 15
16 2.874& 2.913& 3.823& 3.323& 2.385& 503.5 "2090 $ 550.2 " 119.8 " 32.41 " 1.058& 4.739& 16
17 3.411& 2.708& 3.823& 3.614& 2.821& 445.5 "1384 " 524.6 " 101.7 " 28.93 " 2.348& 4.242& 17
18 3.621& 3.095& 2.608& 5.186& 2.440& 368.6 "1020 " 399.8 " 105.1 " 28.54 " 2.367& 4.675& 18
19 4.565& 1.966& 2.408& 3.823& 3.684& 325.8 "1006 " 326.8 " 106.3 " 25.91 " 2.416& 3.288& 19
20 4.646& 1.939& 2.797& 3.823& 4.751& 996.9 "1159 " 403.1 " 106.0 " 23.54 " 2.043& 3.839& 20
21 5.023& 2.172& 2.701& 3.573& 3.493&1002 " 889.2 " 829.3 " 102.1 " 23.38 " 0.703& 4.483& 21
22 3.967& 2.798& 2.701& 4.457& 2.607& 618.6 "1060 " 938.1 " 90.02 " 22.08 " 0.006& 7.201& 22
23 2.492& 2.590& 2.701& 4.629& 4.539& 490.3 " 856.8 " 715.3 " 83.54 " 21.39 " 0.000& 5.427& 23
24 3.278& 1.059& 2.701& 4.629& 5.061& 409.5 " 638.3 " 672.5 " 74.63 " 20.10 " 0.000& 4.322& 24
25 3.362& 0.000& 0.982& 4.235& 17.20 & 583.2 " 538.3 " 751.2 " 69.99 " 18.03 & 0.000& 4.442& 25
26 3.116& 0.000& 0.000& 3.913& 12.16 &1522 " 488.6 " 760.0 " 68.17 " 18.23 & 2.443& 4.640& 26
27 3.086& 0.000& 0.753& 3.331& 44.07 &1344 " 732.6 " 629.6 " 64.81 " 18.15 & 11.61 & 2.729& 27
28 2.562& 0.723& 1.937& 3.331& 116.0 " 837.5 " 967.7 " 644.5 " 62.25 " 19.39 " 14.94 & 2.386& 28
29 1.442& 3.315& 3.280& 94.81 " 842.2 " 761.8 " 556.3 " 55.78 " 19.46 " 13.16 & 2.386& 29
30 1.603& 3.185& 3.219& 63.75 " 685.0 " 580.7 " 445.6 " 52.19 " 18.68 & 9.899& 2.612& 30
31 0.105& 1.996& 48.13 " 490.6 " 398.4 " 15.44 & 3.875& 31
Mean 2.879& 1.453& 2.776& 3.175& 15.46 & 705.6 $1059 & 491.9 " 220.2 " 35.20 & 4.344& 4.908&
Median 3.264& 1.876& 2.701& 3.118& 3.676& 582.6 $ 889.2 & 444.3 " 124.7 " 32.41 & 2.358& 4.739&
Maximum 5.633& 3.820& 4.886& 5.186& 116.0 &2546 $4245 & 938.1 " 876.3 " 93.30 & 14.94 & 9.050&
Minimum 0.000& 0.000& 0.000& 1.844& 1.645& 40.35 $ 488.6 & 252.5 " 52.19 " 15.44 & 0.000& 2.386&
Total 89.26& 40.69& 86.05& 95.24& 479.4 &21169 $32825 &15250 " 6605 " 1091 & 130.3 & 152.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 213.7 & " ... Relative Uncertainty +/-10%
Ann. Median 5.427& $ ... Relative Uncertainty +/-20%
Annual Total 78013 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4245 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 2.947& 1.144& 2.976& 6.568& 11.59 & 7.561& 793.4 "1189 " 177.6 " 90.59 " 49.22 " 1.710& 1
2 2.908& 1.244& 3.265& 6.352& 12.02 & 18.56 & 456.7 " 869.1 " 171.7 " 83.51 " 48.07 " 4.361& 2
3 2.794& 1.453& 2.823& 5.472& 12.02 & 18.86 " 329.4 " 773.5 " 153.5 " 81.33 " 45.75 " 7.030& 3
4 2.779& 1.658& 2.922& 5.338& 12.02 & 17.09 & 253.4 " 570.4 " 232.3 " 85.62 " 44.42 " 2.467& 4
5 2.498& 1.440& 2.738& 4.167& 11.97 & 17.75 & 200.1 " 470.4 " 273.3 " 120.2 " 41.56 " 0.777& 5
6 2.703& 1.258& 3.428& 3.001& 9.445& 19.83 " 179.9 " 565.3 " 193.4 " 118.1 " 38.99 " 0.000& 6
7 2.395& 2.499& 7.914& 2.045& 7.663& 16.74 & 247.9 " 792.9 " 156.7 " 107.0 " 35.82 " 0.000& 7
8 1.917& 2.613& 7.608& 2.176& 6.861& 33.86 & 258.2 " 767.3 " 136.4 " 96.52 " 32.21 " 0.000& 8
9 2.018& 2.634& 8.675& 2.448& 7.097& 77.85 " 181.9 " 598.2 " 126.0 " 84.11 " 28.87 " 0.000& 9
10 0.329& 3.078& 6.572& 2.685& 6.688& 63.88 " 142.9 " 497.9 " 308.8 " 77.44 " 27.05 " 0.000& 10
11 0.000& 3.224& 5.878& 2.828& 5.921& 50.94 " 128.1 " 442.1 " 553.6 " 72.49 " 27.05 " 0.000& 11
12 0.143& 3.599& 4.660& 2.682& 5.857& 153.8 " 118.4 " 381.4 " 439.8 " 67.20 " 27.05 " 1.769& 12
13 0.324& 3.272& 3.746& 3.029& 5.678& 457.6 " 107.1 " 317.7 " 340.9 " 60.05 " 26.10 " 2.953& 13
14 0.480& 3.461& 2.744& 3.300& 9.141& 443.9 " 143.4 " 275.0 " 368.2 " 97.32 " 23.65 " 3.562& 14
15 0.019& 3.682& 3.164& 3.132& 8.794& 365.7 " 646.3 " 237.3 " 321.9 " 206.4 " 20.81 " 4.811& 15
16 0.531& 2.761& 2.965& 5.885& 8.794& 285.6 " 611.5 " 220.3 " 248.0 " 204.8 " 18.01 & 4.871& 16
17 1.079& 3.122& 2.986& 7.799& 8.794& 230.8 " 406.9 " 208.6 " 209.5 " 164.8 " 16.66 & 3.572& 17
18 1.303& 1.833& 2.605& 10.03 & 9.253& 250.3 " 326.8 " 195.3 " 216.5 " 143.9 " 17.51 & 2.400& 18
19 1.621& 0.000& 2.426& 10.10 & 9.478& 209.7 " 367.3 " 198.2 " 284.5 " 123.3 " 17.87 & 2.937& 19
20 1.608& 0.000& 2.617& 10.10 & 9.478& 154.9 " 382.3 " 179.3 " 239.5 " 147.6 " 17.30 & 3.819& 20
21 1.163& 0.000& 2.774& 10.67 & 9.478& 124.0 " 313.2 " 159.4 " 193.7 " 182.4 " 17.43 & 4.377& 21
22 1.647& 0.000& 2.766& 11.40 & 9.478& 105.6 " 248.6 " 154.8 " 201.2 " 162.1 " 14.64 & 4.032& 22
23 1.701& 0.000& 2.792& 11.69 & 9.478& 90.57 " 248.7 " 154.1 " 268.7 " 126.7 " 10.61 & 3.814& 23
24 1.850& 0.000& 2.917& 10.52 & 8.841& 94.62 " 496.6 " 154.8 " 245.5 " 108.6 " 7.933& 5.076& 24
25 1.717& 0.906& 3.285& 10.08 & 7.332& 164.9 " 542.1 " 178.0 " 200.1 " 92.32 " 6.455& 4.896& 25
26 1.980& 0.476& 3.331& 11.02 & 7.097& 183.8 " 607.6 " 168.1 " 164.0 " 77.06 " 4.674& 4.506& 26
27 3.174& 0.000& 3.748& 11.40 & 6.920& 343.6 " 753.8 " 152.5 " 144.6 " 68.31 " 3.756& 4.032& 27
28 3.331& 0.615& 3.823& 11.40 & 6.542& 470.5 " 717.5 " 152.8 " 121.7 " 63.31 " 2.631& 2.182& 28
29 2.676& 1.989& 3.921& 11.40 & 6.301& 526.2 "2317 $ 154.3 " 108.1 " 58.63 " 1.201& 1.235& 29
30 0.623& 4.925& 11.40 & 6.301&1053 "1593 $ 144.4 " 97.49 " 54.14 " 1.610& 0.000& 30
31 0.781& 6.367& 7.236& 1609 " 160.9 " 50.63 " 0.000& 31
Mean 1.646& 1.654& 3.979& 7.004& 8.502& 201.7 & 507.4 $ 370.4 " 229.9 " 105.7 " 22.50 & 2.619&
Median 1.701& 1.453& 3.265& 6.460& 8.794& 138.9 & 329.4 $ 220.3 " 205.3 " 92.32 " 19.41 & 2.937&
Maximum 3.331& 3.682& 8.675& 11.69 & 12.02 &1053 &2317 $1189 " 553.6 " 206.4 " 49.22 & 7.030&
Minimum 0.000& 0.000& 2.426& 2.045& 5.678& 7.561& 107.1 $ 144.4 " 97.49 " 50.63 " 1.201& 0.000&
Total 51.04& 47.96& 123.4 & 210.1 & 263.6 & 6052 &15728 $11483 " 6897 " 3276 " 674.9 & 81.19&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 122.7 & " ... Relative Uncertainty +/-10%
Ann. Median 11.40 & $ ... Relative Uncertainty +/-20%
Annual Total 44890 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2317 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1969
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 1.865& 4.085& 3.271& 2.592& 15.61 & 262.8 " 217.4 " 94.94 " 17.03 & 0.000& 4.449& 1
2 0.464& 1.741& 4.024& 3.171& 2.701& 13.69 & 211.9 " 267.0 " 116.3 " 16.89 & 0.000& 5.159& 2
3 0.179& 1.626& 3.661& 3.117& 2.741& 13.91 & 229.1 " 305.5 " 94.40 " 15.58 & 0.000& 5.124& 3
4 0.000& 1.088& 4.286& 3.192& 2.937& 13.91 & 210.6 " 238.2 " 88.81 " 15.59 & 0.069& 4.786& 4
5 0.807& 0.556& 5.570& 3.171& 3.070& 13.91 & 171.6 " 242.9 " 86.00 " 16.01 & 17.98 & 4.397& 5
6 2.010& 0.000& 4.375& 7.636& 3.241& 14.71 & 143.0 " 284.0 " 76.91 " 14.13 & 17.51 & 4.357& 6
7 1.007& 0.000& 3.681& 37.60 & 3.943& 20.43 & 129.1 " 228.9 " 71.09 " 13.13 & 12.75 & 4.357& 7
8 0.580& 0.000& 3.570& 25.75 " 3.987& 22.62 " 118.3 " 181.4 " 66.19 " 10.29 & 10.72 & 4.980& 8
9 0.259& 0.000& 3.198& 50.88 " 3.881& 21.50 " 104.6 " 153.1 " 64.34 " 7.163& 7.787& 5.613& 9
10 0.460& 0.000& 3.656& 54.99 " 4.266& 21.68 " 120.1 " 151.4 " 61.59 " 8.128& 6.301& 5.555& 10
11 0.614& 0.000& 3.534& 36.53 " 4.429& 22.96 " 173.0 " 221.2 " 55.56 " 6.712& 5.885& 6.041& 11
12 0.733& 0.000& 3.975& 23.56 " 4.629& 23.32 " 162.6 " 215.1 " 52.61 " 5.122& 4.929& 3.408& 12
13 0.866& 1.024& 3.768& 17.60 & 4.872& 30.65 " 149.8 " 173.7 " 50.36 " 4.873& 3.991& 3.360& 13
14 1.006& 3.789& 4.442& 12.88 & 5.194& 50.79 " 158.6 " 147.3 " 46.48 " 4.840& 3.344& 3.361& 14
15 1.145& 2.645& 3.773& 11.19 & 6.063& 83.62 " 150.4 " 131.4 " 42.95 " 4.535& 2.903& 3.717& 15
16 1.335& 2.808& 2.619& 8.891& 6.197& 86.40 " 133.0 " 116.2 " 39.23 " 6.209& 2.716& 4.624& 16
17 2.601& 3.149& 2.150& 7.439& 7.340& 88.56 " 176.4 " 95.81 " 36.84 " 6.227& 2.541& 4.629& 17
18 2.572& 3.275& 2.313& 6.052& 10.17 & 70.54 " 356.1 " 82.70 " 34.30 " 3.496& 2.400& 4.629& 18
19 2.541& 3.561& 2.672& 5.553& 21.28 & 62.67 " 321.7 " 75.87 " 33.64 " 3.446& 2.231& 4.137& 19
20 4.200& 3.354& 3.045& 4.781& 34.67 " 75.82 " 225.3 " 69.04 " 33.03 " 2.701& 2.231& 3.171& 20
21 1.938& 3.812& 3.171& 4.155& 27.66 " 137.9 " 172.4 " 65.87 " 30.97 " 2.612& 2.231& 3.455& 21
22 1.530& 3.333& 3.379& 4.085& 21.23 & 134.9 " 145.2 " 65.25 " 29.64 " 2.254& 2.165& 3.171& 22
23 1.578& 3.411& 3.331& 3.857& 17.61 & 98.50 " 118.4 " 66.42 " 27.23 " 0.000& 2.454& 3.286& 23
24 1.565& 3.513& 3.570& 3.817& 15.83 & 80.43 " 104.2 " 73.96 " 25.16 " 0.000& 2.544& 2.986& 24
25 2.316& 3.331& 3.975& 3.428& 16.06 & 68.07 " 92.96 " 89.81 " 24.95 " 0.000& 2.541& 3.038& 25
26 1.657& 3.561& 5.210& 3.170& 15.76 & 59.66 " 119.3 " 87.77 " 25.13 " 0.000& 2.543& 3.220& 26
27 3.707& 3.606& 5.108& 3.071& 15.40 & 91.10 " 419.5 " 78.52 " 27.36 " 0.000& 5.340& 3.125& 27
28 2.247& 4.331& 5.203& 2.791& 15.86 & 452.2 " 381.7 " 70.28 " 30.51 " 0.000& 5.621& 2.946& 28
29 1.972& 4.499& 2.519& 16.41 & 484.4 " 266.1 " 67.22 " 24.85 " 0.000& 5.458& 3.224& 29
30 1.905& 3.982& 2.498& 18.55 & 329.9 " 245.4 " 69.93 " 21.12 & 0.000& 5.706& 3.075& 30
31 1.838& 3.355& 16.66 & 235.1 " 75.66 " 0.000& 2.136& 31
Mean 1.472& 2.121& 3.780& 12.02 & 10.81 & 90.14 & 193.8 " 142.2 " 50.42 & 6.031& 4.763& 3.984&
Median 1.530& 2.727& 3.681& 4.468& 6.197& 61.17 & 171.6 " 116.2 " 41.09 & 4.840& 2.809& 3.717&
Maximum 4.200& 4.331& 5.570& 54.99 & 34.67 & 484.4 & 419.5 " 305.5 " 116.3 & 17.03 & 17.98 & 6.041&
Minimum 0.000& 0.000& 2.150& 2.498& 2.592& 13.69 & 92.96 " 65.25 " 21.12 & 0.000& 0.000& 2.136&
Total 45.63 & 59.38 & 117.2 & 360.6 & 335.2 &2704 &6008 "4409 "1512 & 187.0 & 142.9 & 123.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.85 & " ... Relative Uncertainty +/-10%
Ann. Median 5.203& & ... Relative Uncertainty +/-30%
Annual Total 16005 &
Maximum Minimum
Daily 484.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 1.805& 2.208& 3.743& 1.806" 1.853" 27.64 " 523.8 " 588.2 " 133.6 " 473.0 " 31.26 " 4.014" 1
2 1.048& 2.231& 4.844& 1.876" 1.815" 61.14 " 606.5 " 441.7 " 140.2 " 456.1 " 27.64 " 3.559" 2
3 0.991& 2.417& 5.245& 1.863" 1.740" 42.36 " 552.5 " 373.8 " 153.2 " 870.0 # 26.44 " 3.185" 3
4 1.213& 2.830& 4.774& 1.871" 1.718" 26.70 " 413.4 " 329.0 " 143.6 "1732 # 32.10 " 2.786" 4
5 1.437& 3.949& 3.732& 1.769" 1.718" 23.09 " 344.2 " 264.4 " 135.3 "1355 " 38.56 " 4.727" 5
6 0.847& 2.471& 4.372& 1.679" 1.718" 21.15 " 300.8 " 206.7 " 128.9 "1141 " 33.80 " 4.645" 6
7 0.000& 3.306& 5.510& 1.684" 1.737" 21.20 " 273.8 " 174.2 " 178.4 " 896.9 " 29.52 " 3.721" 7
8 0.000& 4.875& 3.984& 1.730" 2.172" 25.63 " 229.5 " 175.3 " 295.4 " 617.6 " 29.80 " 2.712" 8
9 0.000& 4.912& 2.620& 1.706" 2.091" 24.97 " 192.3 " 185.8 " 219.4 " 456.0 " 28.25 " 1.796" 9
10 0.000& 5.340& 2.274& 1.664" 2.041" 22.66 " 169.7 " 157.3 " 178.6 " 365.7 " 26.42 " 1.333" 10
11 0.000& 4.100& 1.424& 1.652" 2.253" 54.66 " 135.9 " 130.0 " 147.3 " 303.8 " 24.28 " 1.178" 11
12 0.000& 4.449& 2.914& 1.589" 2.546" 106.4 " 102.7 " 106.2 " 126.0 " 244.4 " 23.05 " 0.882" 12
13 0.000& 4.629& 4.399& 1.575" 2.418" 80.67 " 125.9 " 101.1 " 115.3 " 205.6 " 22.01 " 0.962" 13
14 0.000& 4.629& 0.946& 1.470" 2.181" 79.16 " 120.4 " 89.03 " 101.3 " 175.5 " 20.17 " 1.338" 14
15 0.000& 4.384& 2.347& 1.499" 2.007" 83.86 " 105.3 " 79.56 " 98.02 " 155.1 " 17.39 " 1.166" 15
16 0.000& 4.842& 3.387" 1.611" 2.007" 61.46 " 96.64 " 74.08 " 90.61 " 138.4 " 14.71 " 1.280" 16
17 0.000& 5.151& 1.311" 1.673" 1.971" 65.30 " 86.28 " 89.71 " 87.76 " 120.1 " 12.43 " 1.400" 17
18 0.153& 4.445& 0.319$ 1.763" 1.958" 159.4 " 72.96 " 235.4 " 82.32 " 99.77 " 10.64 " 0.929" 18
19 0.697& 4.419& 2.446" 2.072" 1.958" 172.6 " 65.77 " 297.3 " 109.6 " 83.25 " 8.821" 0.725" 19
20 1.010& 4.593& 2.094" 2.021" 2.503" 216.7 " 59.97 " 268.9 " 380.3 " 76.42 " 8.013" 0.667" 20
21 1.157& 4.217& 1.924" 2.142" 1.983" 198.1 " 58.14 " 198.1 " 384.2 " 70.80 " 7.709" 0.753" 21
22 1.207& 4.500& 1.912" 2.446" 1.910" 486.5 # 107.9 " 158.3 " 361.8 " 65.45 " 7.601" 0.533" 22
23 0.600& 5.176& 1.976" 1.968" 2.382" 993.6 # 665.0 " 135.2 " 310.6 " 61.01 " 7.222" 0.538" 23
24 0.065& 5.887& 1.954" 1.873" 2.451" 769.9 # 981.4 # 147.7 " 346.8 " 58.02 " 6.657" 1.047" 24
25 1.411& 4.815& 1.340" 1.832" 2.219" 532.0 " 723.7 # 323.9 " 280.1 " 51.39 " 5.502" 0.477" 25
26 1.711& 4.704& 1.011" 1.718" 2.106" 378.3 " 556.2 " 386.5 " 276.6 " 47.81 " 4.219" 0.524" 26
27 1.805& 4.151& 0.999" 1.718" 2.156" 804.2 # 611.2 " 314.8 " 236.6 " 49.94 " 3.429" 4.687" 27
28 2.109& 3.711& 0.953" 1.718" 2.351"1039 # 593.4 " 270.5 " 233.3 " 50.06 " 3.621" 3.128" 28
29 1.789& 0.886" 1.738" 2.461"1075 # 656.9 " 222.6 " 228.2 " 46.23 " 3.650" 0.950" 29
30 1.608& 1.164" 1.940" 4.944" 754.7 # 861.5 # 183.6 " 296.4 " 40.63 " 3.772" 0.000" 30
31 1.777& 1.497" 8.110" 874.1 # 154.3 " 35.46 " 0.000" 31
Mean 0.788& 4.191& 2.526& 1.789" 2.370" 280.3 # 363.5 # 221.4 " 200.0 " 340.1 # 17.29 " 1.795"
Median 0.847& 4.447& 2.094& 1.734" 2.091" 82.26 # 273.8 # 185.8 " 165.8 " 138.4 # 16.05 " 1.178"
Maximum 2.109& 5.887& 5.510& 2.446" 8.110"1075 # 981.4 # 588.2 " 384.2 "1732 # 38.56 " 4.727"
Minimum 0.000& 2.208& 0.319& 1.470" 1.718" 21.15 # 58.14 # 74.08 " 82.32 " 35.46 # 3.429" 0.000"
Total 24.44& 117.3 & 78.30& 53.66" 73.48" 8408 #11268 # 6863 " 6000 "10543 # 518.7 " 55.64"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 120.6 & " ... Relative Uncertainty +/-10%
Ann. Median 5.245& # ... Relative Uncertainty +/-15%
Annual Total 44003 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1732 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1971
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.946" 5.443" 1.004" 5.397" 2.258" 83.72 " 365.6 " 411.3 " 99.70 "1637 " 86.92 " 19.52 " 1
2 0.644" 3.851" 0.529" 4.629" 2.258" 66.03 " 247.3 " 379.7 " 91.11 "1010 " 85.87 " 17.09 " 2
3 0.000" 2.251" 0.060" 4.077" 2.258" 54.44 " 316.6 " 327.2 " 82.36 " 663.5 " 81.71 " 14.27 " 3
4 0.000" 2.842" 0.297" 3.980" 2.260" 44.58 " 349.8 " 285.8 " 84.77 " 508.6 " 76.34 " 13.19 " 4
5 0.599" 1.348" 0.000" 3.721" 2.281" 36.61 " 265.7 " 246.3 " 133.6 " 882.5 " 72.23 " 12.04 " 5
6 1.634" 1.000" 0.013" 3.679" 2.258" 50.62 " 206.3 " 200.2 " 157.9 " 722.4 " 67.58 " 10.82 " 6
7 1.733" 1.380" 0.000" 3.403" 2.281" 84.60 " 185.1 " 171.8 " 269.6 " 559.5 " 59.57 " 9.280" 7
8 1.590" 1.507" 0.000" 3.200" 2.303" 81.52 " 152.5 " 149.3 " 326.5 " 596.6 " 45.83 " 8.758" 8
9 1.317" 1.771" 0.282" 3.135" 2.258" 349.8 " 122.5 " 132.0 " 268.3 " 467.9 " 41.65 " 8.272" 9
10 1.751" 1.424" 0.855" 3.079" 2.258" 423.9 " 100.7 " 117.2 " 208.7 " 366.2 " 38.16 " 7.221" 10
11 1.747" 1.291" 1.444" 2.898" 2.258" 275.8 " 87.27 " 103.7 " 164.4 " 297.5 " 37.00 " 6.897" 11
12 1.603" 1.730" 1.556" 2.862" 2.215" 180.4 " 83.79 " 109.3 " 149.3 " 245.3 " 35.68 " 6.792" 12
13 1.579" 1.653" 1.380" 2.712" 2.598" 125.8 " 107.0 " 143.4 " 208.7 " 245.0 " 33.15 " 6.122" 13
14 1.393" 1.444" 1.326" 2.578" 3.545" 104.2 " 251.9 " 189.2 " 254.3 " 319.0 " 32.79 " 5.588" 14
15 1.321" 1.697" 1.124" 2.530" 3.038" 92.72 " 202.4 " 490.2 " 228.3 " 291.4 " 32.35 " 5.676" 15
16 1.742" 1.832" 1.041" 2.530" 2.912" 92.88 " 177.7 " 584.4 " 200.3 " 230.7 " 35.77 " 4.731" 16
17 1.365" 1.888" 0.979" 2.555" 2.859" 120.6 " 188.2 " 476.8 " 249.9 " 195.6 " 41.90 " 3.699" 17
18 0.919" 1.678" 1.256" 2.562" 2.912" 131.2 " 171.3 " 373.2 " 285.8 " 173.9 " 39.91 " 2.540" 18
19 0.898" 1.488" 1.357" 2.530" 3.173" 107.5 " 145.8 " 294.6 " 310.2 " 182.4 " 35.08 " 3.596" 19
20 1.423" 1.488" 1.386" 2.516" 5.549" 95.72 " 124.9 " 234.9 " 281.8 " 270.5 " 31.31 " 0.978" 20
21 2.166" 1.584" 1.367" 2.400" 13.78 " 86.67 " 105.0 " 202.3 " 240.4 " 353.2 " 27.96 " 1.861" 21
22 2.629" 1.329" 1.379" 2.339" 29.44 " 77.05 " 82.96 " 183.5 " 289.6 " 263.6 " 26.62 " 4.279" 22
23 2.709" 1.263" 1.474" 2.273" 47.64 " 66.88 " 74.91 " 164.0 " 285.6 " 207.7 " 27.14 " 3.363" 23
24 2.266" 0.632" 1.455" 2.311" 38.15 " 59.47 " 177.0 " 144.4 " 396.5 " 175.6 " 28.14 " 2.971" 24
25 2.527" 0.690" 1.504" 2.311" 23.86 " 54.28 " 329.6 " 128.3 " 501.8 " 159.8 " 30.17 " 3.775" 25
26 2.671" 1.075" 1.548" 2.309" 19.41 " 47.98 " 223.0 " 161.6 " 421.2 " 157.0 " 58.16 " 3.467" 26
27 2.643" 0.760" 4.783" 2.212" 17.25 " 44.33 " 159.9 " 215.9 " 326.5 " 150.4 " 68.65 " 2.421" 27
28 1.379" 0.756" 14.29 " 2.234" 16.81 " 39.98 " 302.4 " 188.2 " 289.8 " 125.4 " 46.54 " 3.314" 28
29 0.918" 11.08 " 2.289" 15.59 " 37.13 " 496.8 " 153.5 " 455.8 " 107.7 " 31.60 " 3.079" 29
30 3.622" 8.114" 2.315" 21.65 " 251.1 " 742.4 " 122.9 "3092 $ 99.78 " 23.19 " 2.207" 30
31 4.386" 6.392" 67.47 " 666.4 " 107.2 " 93.30 " 1.757" 31
Mean 1.681" 1.682" 2.235" 2.919" 11.77 " 112.3 " 232.7 " 232.0 " 345.1 $ 379.3 " 45.97 " 6.438"
Median 1.590" 1.488" 1.357" 2.558" 2.912" 84.16 " 185.1 " 188.2 " 261.3 $ 263.6 " 37.58 " 4.731"
Maximum 4.386" 5.443" 14.29 " 5.397" 67.47 " 423.9 " 742.4 " 584.4 "3092 $1637 " 86.92 " 19.52 "
Minimum 0.000" 0.632" 0.000" 2.212" 2.215" 36.61 " 74.91 " 103.7 " 82.36 $ 93.30 " 23.19 " 0.978"
Total 52.12" 47.09" 69.28" 87.57" 364.8 " 3368 " 7213 " 7192 "10354 $11759 " 1379 " 199.6 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 115.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 28.14 $ $ ... Relative Uncertainty +/-20%
Annual Total 42085 $
Maximum Minimum
Daily 3092 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 2.129" 0.923& 1.830" 1.583" 1.951" 13.38 " 22.19 # 51.28 " 211.0 " 42.21 " 17.24 " 2.402" 1
2 2.046" 3.602& 1.798" 2.185" 1.907" 9.893" 62.92 # 54.31 " 176.5 " 60.68 " 14.36 " 2.089" 2
3 1.839" 2.949& 1.715" 2.659" 1.790" 10.89 " 205.6 # 99.59 " 453.3 " 62.40 " 12.18 " 2.037" 3
4 1.094" 2.310& 1.686" 2.149" 1.899" 8.296" 179.7 " 121.7 " 901.3 " 51.41 " 11.37 " 2.149" 4
5 1.055" 5.221" 1.526" 1.878" 2.033" 7.209" 139.9 " 92.32 " 708.0 " 43.35 " 10.68 " 2.178" 5
6 1.789" 5.702" 1.681" 1.763" 2.030" 6.715" 118.3 " 93.23 " 458.6 " 41.28 " 9.584" 2.131" 6
7 2.241" 3.327" 1.480& 1.958" 2.171" 5.900" 90.41 " 103.1 " 322.9 " 44.19 " 8.649" 2.059" 7
8 2.446" 0.855" 0.422& 1.949" 2.141" 5.393" 88.22 " 94.63 " 238.5 " 57.23 " 7.882" 1.890" 8
9 2.143" 1.128" 0.000& 1.895" 2.279" 5.084" 105.9 " 81.64 " 194.5 " 62.21 " 7.573" 1.736" 9
10 1.869" 1.497" 0.000& 1.825" 2.336" 4.789" 105.8 " 71.04 " 173.9 " 53.26 " 7.250" 1.671" 10
11 1.699" 1.556" 0.389& 2.024" 2.244" 4.540" 101.3 " 63.16 " 167.1 " 43.50 " 6.828" 1.685" 11
12 3.778" 1.615" 1.418& 1.848" 2.424" 4.155" 95.34 " 56.64 " 149.9 " 31.35 " 6.560" 1.507" 12
13 2.138" 1.450" 0.567& 1.710" 2.471" 7.781" 97.35 " 51.98 " 123.8 " 26.34 " 6.047" 1.485" 13
14 1.590" 1.152" 1.057& 1.545" 2.472" 28.60 " 100.4 " 46.61 " 117.6 " 23.42 " 5.195" 0.997" 14
15 1.682" 1.251" 1.221& 1.523" 2.492" 31.40 " 80.58 " 40.77 " 118.6 " 22.52 " 4.805" 0.730" 15
16 1.443" 1.250" 0.437& 1.447" 3.215" 20.10 " 70.45 " 90.75 " 123.9 " 19.67 " 4.374" 0.777" 16
17 1.757" 1.715" 1.266& 1.543" 3.279" 13.44 " 66.99 " 376.3 " 139.9 " 17.51 " 4.492" 1.646# 17
18 1.694" 1.795" 1.546" 1.671" 2.997" 10.70 " 65.10 " 364.7 " 125.2 " 16.35 " 3.750" 1.703# 18
19 1.224" 1.672" 1.720" 2.125" 2.596" 9.319" 61.37 " 470.4 " 106.1 " 14.82 " 3.309" 1.435# 19
20 1.316" 1.104" 2.021" 2.687" 2.364" 8.610" 59.27 " 865.4 " 114.2 " 14.76 " 2.754" 1.392# 20
21 1.265" 1.000" 2.080" 2.127" 2.364" 8.532" 57.58 " 706.6 " 135.7 " 13.62 " 3.882" 1.489# 21
22 1.298" 1.035" 1.929" 2.020" 2.364" 9.093" 54.72 " 483.5 " 105.0 " 12.79 " 3.772" 1.508# 22
23 1.473" 1.219" 2.151" 1.946" 2.364" 10.27 " 73.34 "1045 " 87.29 " 11.23 " 3.558" 1.474# 23
24 2.032" 1.229" 1.949" 1.878" 2.364" 16.40 " 91.77 " 918.6 " 76.01 " 9.778" 3.258" 1.409# 24
25 2.234" 1.254" 1.728" 1.876" 2.195" 32.79 " 78.03 " 596.3 " 64.75 " 8.981" 2.834" 1.269# 25
26 2.372" 0.861" 1.759" 1.778" 2.024" 54.45 " 66.56 " 529.5 " 56.01 " 8.006" 2.767" 1.142# 26
27 2.361& 1.031" 1.753" 1.879" 1.985" 42.53 " 60.86 " 451.3 " 48.83 " 10.13 " 2.712" 1.093# 27
28 0.406& 1.247" 1.849" 1.863" 2.007" 34.69 " 50.22 " 430.0 " 42.87 " 35.95 " 2.175" 1.091# 28
29 0.000& 1.684" 1.854" 1.957" 2.131" 26.96 # 38.18 " 371.0 " 37.73 " 45.54 " 2.301" 0.874# 29
30 0.000& 1.771" 1.967" 4.840" 23.82 # 36.15 " 326.0 " 36.20 " 25.68 " 2.534" 0.841# 30
31 0.748& 1.773" 6.684" 40.14 " 271.4 " 20.20 " 0.916# 31
Mean 1.650& 1.815& 1.431& 1.909" 2.529" 15.86 # 82.73 # 303.8 " 193.8 " 30.66 " 6.156" 1.510#
Median 1.699& 1.254& 1.715& 1.879" 2.336" 10.08 # 73.34 # 121.7 " 124.6 " 25.68 " 4.649" 1.489#
Maximum 3.778& 5.702& 2.151& 2.687" 6.684" 54.45 # 205.6 #1045 " 901.3 " 62.40 " 17.24 " 2.402#
Minimum 0.000& 0.855& 0.000& 1.447" 1.790" 4.155# 22.19 # 40.77 " 36.20 " 8.006" 2.175" 0.730#
Total 51.16 & 52.63 & 44.38 & 57.26 " 78.41 " 475.7 #2565 #9419 "5815 " 950.4 " 184.7 " 46.80 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 53.93 & " ... Relative Uncertainty +/-10%
Ann. Median 3.269& # ... Relative Uncertainty +/-15%
Annual Total 19740 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1045 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 0.931# 0.365& 0.000& 1.223" 2.576" 124.2 " 181.1 " 638.4 " 312.7 " 387.4 " 127.4 " 5.562" 1
2 0.904# 0.681" 0.000& 1.502" 3.315" 89.49 " 173.4 " 512.9 " 314.6 " 302.3 " 115.6 " 5.816" 2
3 0.854# 0.965" 0.000& 1.654" 3.040" 72.33 " 162.0 " 461.7 " 289.7 " 246.7 " 97.24 " 6.584" 3
4 0.746# 0.966" 0.000& 1.734" 2.936" 59.81 " 152.9 " 580.9 " 244.3 " 208.3 " 90.07 " 6.181" 4
5 0.645# 0.963" 0.019& 1.751" 2.783" 57.48 " 138.3 " 822.5 " 210.4 " 181.4 " 99.52 " 7.556" 5
6 0.606# 1.257" 0.510& 1.336" 2.729" 89.89 " 127.3 "1111 " 191.5 " 155.5 " 92.93 " 7.551" 6
7 0.658# 1.195" 0.666" 1.223" 2.649" 136.4 " 167.4 "1015 " 297.9 " 139.6 " 82.38 " 6.478" 7
8 0.633# 0.862" 0.773" 1.805" 2.733" 167.5 " 294.8 " 688.0 " 464.9 " 130.9 " 75.22 " 5.233" 8
9 0.633# 0.999" 0.716" 2.312" 2.639" 182.4 " 258.8 " 535.6 " 395.5 " 122.8 " 78.09 " 3.551" 9
10 0.581# 0.825" 0.843" 1.656" 4.037" 309.2 " 223.9 "3405 $ 543.3 " 116.5 " 80.35 " 3.655" 10
11 0.811" 0.842" 1.023" 1.581" 4.062" 291.5 " 189.6 "2035 $ 734.3 " 101.3 " 76.17 " 3.803" 11
12 0.774" 0.907" 1.028" 1.921" 4.366" 760.5 " 169.1 "1142 " 612.8 " 88.19 " 65.00 " 3.412" 12
13 0.801" 0.958" 0.985" 1.718" 10.58 " 639.5 " 187.6 " 866.6 " 459.1 " 80.00 " 57.17 " 3.484" 13
14 0.895" 0.891" 1.164" 1.604" 24.35 " 288.9 " 524.8 " 714.0 " 339.8 " 78.54 " 56.80 " 2.714" 14
15 0.952" 0.900" 1.412" 1.689" 15.50 " 185.3 " 922.8 " 662.6 " 525.2 " 76.08 " 57.86 " 2.676" 15
16 1.009" 1.036" 1.766" 1.994" 10.82 " 180.8 " 521.9 " 572.7 " 675.5 " 76.29 " 50.41 " 2.693" 16
17 0.844" 0.962" 1.918" 1.975" 8.822" 209.3 " 491.1 " 472.7 " 636.5 " 104.8 " 42.68 " 3.156" 17
18 1.017" 1.198" 1.937" 1.834" 7.478" 492.4 "2012 " 426.0 " 704.5 " 114.9 " 36.29 " 2.897" 18
19 0.314& 0.843& 1.768" 1.734" 6.820" 592.6 "1647 " 486.2 " 498.3 " 91.33 " 29.39 " 3.301" 19
20 0.000& 0.000& 1.846" 1.670" 7.403" 490.9 " 916.1 " 624.2 " 399.3 " 77.33 " 22.94 " 4.171" 20
21 0.000& 0.000& 1.978" 1.717" 44.21 " 464.0 "1545 " 499.4 " 317.8 " 68.30 " 19.29 " 2.864" 21
22 0.000& 0.000& 2.091" 1.698" 79.70 " 877.9 "1370 " 434.2 " 352.9 " 61.01 " 16.56 " 2.177" 22
23 0.000& 0.000& 2.017" 3.130" 42.23 "1022 "1255 " 399.6 " 425.2 " 59.54 " 15.44 " 2.817" 23
24 0.000& 0.000& 1.954" 3.352" 34.96 " 604.6 "3462 $ 369.4 "1028 " 59.81 " 13.29 " 3.059" 24
25 0.000& 0.000& 2.024" 2.365" 37.82 " 388.9 "1999 " 324.3 "1143 " 57.75 " 10.67 " 3.013" 25
26 0.000& 0.000& 2.077" 2.126" 35.43 " 299.2 "1246 " 277.1 " 748.5 " 58.09 " 9.186" 2.976" 26
27 0.000& 0.000& 2.258" 2.106" 29.68 " 245.5 "1211 " 244.5 " 470.0 " 53.27 " 8.181" 2.634" 27
28 0.000& 0.000& 2.175" 2.456" 25.05 " 223.4 "1624 " 252.1 " 395.6 " 53.03 " 8.301" 1.579" 28
29 0.000& 2.112" 2.233" 49.94 " 205.8 "1236 " 237.0 " 459.9 " 115.7 " 9.069" 1.429" 29
30 0.000& 1.724" 2.106" 147.7 " 188.0 "1045 " 296.1 " 466.9 " 150.4 " 6.597" 2.191" 30
31 0.000& 1.156" 169.4 " 849.4 " 345.7 " 128.0 " 2.403" 31
Mean 0.471& 0.629& 1.288& 1.907" 26.64 " 331.3 " 848.5 $ 692.0 $ 488.6 " 120.8 " 51.67 " 3.794"
Median 0.633& 0.852& 1.412& 1.742" 8.822" 234.4 " 524.8 $ 512.9 $ 459.5 " 101.3 " 53.61 " 3.156"
Maximum 1.017& 1.257& 2.258& 3.352" 169.4 "1022 "3462 $3405 $1143 " 387.4 " 127.4 " 7.556"
Minimum 0.000& 0.000& 0.000& 1.223" 2.576" 57.48 " 127.3 $ 237.0 $ 191.5 " 53.03 " 6.597" 1.429"
Total 14.61& 17.61& 39.94& 57.20" 825.7 " 9939 "26303 $21453 $14657 " 3745 " 1550 " 117.6 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 215.7 & " ... Relative Uncertainty +/-10%
Ann. Median 25.05 & # ... Relative Uncertainty +/-15%
Annual Total 78721 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3462 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 2.393" 1.362" 0.270& 1.560" 2.042" 661.8 " 450.8 "3905 $ 192.3 " 65.45 " 102.8 " 9.889" 1
2 2.335" 1.558" 0.844" 1.429" 2.071" 852.0 " 837.2 "1666 " 174.6 " 55.91 " 87.67 " 8.653" 2
3 2.391" 1.582" 0.676" 1.551" 2.430" 599.6 " 878.7 "1833 $ 165.5 " 52.96 " 75.48 " 8.084" 3
4 2.249" 1.761" 0.949" 1.716" 11.96 " 788.0 " 997.2 "5297 $ 154.3 " 50.31 " 67.26 " 7.658" 4
5 2.094" 1.156" 1.089" 1.707" 4.216" 621.7 " 650.5 "4034 $ 145.1 " 47.96 " 58.56 " 7.282" 5
6 2.023" 1.237" 1.353" 1.638" 3.218" 393.5 " 430.2 "1814 " 137.7 " 67.01 " 50.90 " 7.478" 6
7 1.926" 1.036" 1.083" 1.621" 3.080" 290.0 " 359.7 "1178 " 128.0 " 164.5 " 43.19 " 7.415" 7
8 1.806" 0.941" 0.698" 1.548" 4.998" 222.0 " 291.0 " 960.9 " 117.8 " 141.0 " 39.00 " 7.077" 8
9 1.663" 1.013" 0.985" 1.495" 5.642" 176.2 " 306.7 " 850.6 " 106.6 " 116.2 " 35.82 " 6.849" 9
10 1.157" 1.111" 0.875" 1.403" 12.73 " 146.6 " 305.9 " 705.4 " 93.76 " 96.70 " 33.48 " 5.464" 10
11 1.094" 0.684" 1.264" 1.462" 35.30 " 123.9 " 318.9 " 570.3 " 93.07 " 92.96 " 30.58 " 4.874" 11
12 1.395" 0.580" 1.483" 1.553" 53.28 " 107.2 " 405.0 " 859.5 " 102.5 " 84.26 " 26.86 " 4.764" 12
13 1.635" 0.630" 1.521" 2.048" 39.57 " 94.19 " 725.1 "1223 " 99.33 " 76.13 " 25.11 " 5.427" 13
14 1.868" 0.595" 1.532" 2.634" 28.16 " 87.32 "1428 " 785.4 " 90.89 " 67.92 " 23.26 " 5.011" 14
15 2.021" 1.065" 1.295" 2.169" 24.19 " 79.02 "1125 " 585.9 " 83.72 " 58.61 " 20.28 " 4.384" 15
16 1.980" 1.224" 1.273" 1.801" 20.54 " 72.65 "2203 $ 487.2 " 78.93 " 52.95 " 17.77 " 3.360" 16
17 2.040" 1.102" 1.320" 1.712" 17.56 " 66.70 "3168 $ 474.4 " 148.8 " 46.26 " 16.50 " 2.679" 17
18 1.738" 1.081" 1.320" 1.718" 16.22 " 61.13 "1597 " 506.2 " 329.4 " 42.80 " 21.71 " 1.836" 18
19 2.017" 1.860" 1.333" 1.973" 15.76 " 56.05 "1199 " 642.5 " 204.7 " 42.51 " 31.82 " 1.561" 19
20 2.302" 1.218& 1.288" 2.057" 15.65 " 51.19 " 859.5 " 542.0 " 132.1 " 66.77 " 41.68 " 1.084" 20
21 2.405" 0.110& 1.193" 2.146" 16.37 " 47.23 " 736.2 " 457.2 " 109.7 " 99.95 " 36.79 " 1.648" 21
22 1.518& 3.344" 1.492" 2.384" 14.26 " 46.62 " 954.8 " 707.6 " 94.26 " 104.2 " 30.20 " 1.070" 22
23 0.000& 4.226& 1.558" 2.340" 12.46 " 70.63 " 905.4 " 636.4 " 84.83 " 173.5 " 24.94 " 1.010" 23
24 0.000& 0.889& 1.377" 2.207" 23.24 " 109.5 "2240 $ 453.4 " 80.36 " 178.8 " 22.33 " 0.840" 24
25 0.000& 1.987& 1.584" 2.156" 99.62 " 188.7 "2390 $ 399.8 " 73.72 " 135.2 " 19.43 " 1.207" 25
26 0.000& 1.912& 1.763" 2.156" 145.2 " 678.0 "1262 " 367.5 " 70.34 " 111.0 " 16.84 " 1.922" 26
27 0.000& 1.284& 1.692" 2.113" 128.1 " 955.6 " 881.3 " 326.7 " 67.92 " 94.16 " 14.59 " 2.126" 27
28 0.000& 0.265& 1.741" 2.038" 95.18 " 703.9 " 893.2 " 284.3 " 68.44 " 82.29 " 13.30 " 0.543& 28
29 0.034& 1.316" 2.007" 88.91 " 452.2 "3446 $ 248.4 " 77.68 " 91.22 " 12.22 " 0.803& 29
30 0.010& 1.098" 2.007" 117.3 " 362.2 "1818 " 224.7 " 72.71 " 138.6 " 11.03 " 0.771& 30
31 0.960& 1.321" 278.0 " 2340 $ 205.9 " 128.2 " 0.857& 31
Mean 1.389& 1.315& 1.245& 1.878" 43.13 " 305.5 "1174 $1072 $ 119.3 " 91.17 " 35.05 " 3.988&
Median 1.738& 1.133& 1.316& 1.887" 16.37 " 161.4 " 893.2 $ 636.4 $ 100.9 " 84.26 " 28.53 " 3.360&
Maximum 2.405& 4.226& 1.763& 2.634" 278.0 " 955.6 "3446 $5297 $ 329.4 " 178.8 " 102.8 " 9.889&
Minimum 0.000& 0.110& 0.270& 1.403" 2.042" 46.62 " 291.0 $ 205.9 $ 67.92 " 42.51 " 11.03 " 0.543&
Total 43.06& 36.81& 38.59& 56.35" 1337 " 9165 "36403 $33234 $ 3579 " 2826 " 1051 " 123.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 240.8 & " ... Relative Uncertainty +/-10%
Ann. Median 24.19 & $ ... Relative Uncertainty +/-20%
Annual Total 87894 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 5297 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 1.710" 0.006& 0.032& 2.403" 2.462" 26.67 $ 778.5 # 816.5 # 133.6 $ 136.2 $ 18.48 " 3.183" 1
2 0.664& 0.017& 0.328& 2.609" 2.360" 24.37 $ 819.4 # 598.2 # 122.5 $ 118.7 $ 17.64 " 3.004" 2
3 0.375& 0.447& 0.067& 2.685" 2.434" 24.16 $ 495.9 # 519.5 # 112.3 $ 103.7 $ 16.84 " 2.560" 3
4 0.926& 1.100& 0.093& 2.631" 4.756" 21.77 $ 311.1 # 440.1 # 101.9 $ 95.55 $ 16.69 " 2.200& 4
5 0.556& 1.067& 0.139& 2.622" 5.959" 18.80 $ 247.4 $ 365.1 # 96.77 $ 92.34 $ 15.68 " 2.373& 5
6 0.754& 1.082& 0.199& 2.615" 4.701" 26.56 $ 326.7 # 311.2 # 92.71 $ 96.74 $ 14.64 " 2.543" 6
7 1.212& 1.084& 0.777& 3.310" 3.778" 80.01 $ 336.3 # 305.9 # 112.5 $ 94.56 $ 13.24 " 2.503& 7
8 1.595& 1.169& 1.315& 7.798" 3.384" 75.03 $ 343.8 # 305.6 # 143.7 $ 87.79 $ 11.90 " 2.337" 8
9 1.780& 1.147& 1.935& 8.336" 3.170" 53.28 $ 351.1 # 263.1 $ 128.4 $ 81.37 $ 9.797" 2.188& 9
10 1.763& 0.588& 2.018& 9.177" 3.050" 39.42 $ 306.3 # 230.1 $ 110.8 $ 75.96 $ 10.65 " 2.675" 10
11 1.806& 0.097& 1.972& 9.068" 2.988" 32.26 $ 507.1 # 208.5 $ 94.81 $ 71.72 $ 9.729" 3.182" 11
12 1.429& 0.244& 1.573& 8.383" 3.074" 28.11 $ 465.1 # 182.8 $ 86.12 $ 66.86 $ 8.575" 2.880" 12
13 0.637& 0.274& 1.315& 8.094" 3.059" 25.60 $ 389.4 # 163.7 $ 83.47 $ 62.60 $ 8.295" 2.852" 13
14 1.242& 0.000& 1.437& 7.743" 3.938" 25.98 $ 322.4 # 146.9 $ 84.74 $ 55.20 $ 8.379" 2.726" 14
15 1.084& 0.000& 1.326& 7.739" 3.976" 40.37 $ 259.7 $ 134.4 $ 107.8 $ 50.21 $ 7.389" 2.578" 15
16 0.232& 0.001& 1.465& 8.391" 3.945" 92.90 $ 329.4 # 155.3 $ 233.1 $ 46.08 $ 7.721" 2.046& 16
17 0.098& 0.000& 1.613& 8.387" 3.938" 177.4 $ 686.4 # 303.9 $ 197.4 $ 45.19 $ 9.978" 1.710& 17
18 0.048& 0.002& 1.698& 8.263" 5.079" 132.8 $ 798.5 # 350.2 # 163.7 $ 45.58 $ 11.03 " 1.699& 18
19 0.904& 1.848& 1.743& 8.022" 7.621" 89.14 $ 586.2 # 297.3 # 176.4 $ 42.77 $ 12.30 " 1.488& 19
20 1.279& 1.422& 1.841& 7.567" 44.62 $ 81.43 $ 493.7 # 302.6 $ 393.1 # 38.29 $ 10.67 " 1.079& 20
21 1.241& 1.300& 1.780& 6.633" 74.42 $ 101.0 $ 470.2 # 376.2 # 403.3 # 35.24 $ 6.512" 1.299& 21
22 1.243& 1.850& 1.588& 5.059" 43.23 $ 98.05 $ 383.6 # 312.4 # 289.0 $ 31.69 $ 7.277" 2.029& 22
23 1.118& 0.000& 1.565& 3.496" 28.84 $ 124.7 $ 320.1 # 257.7 $ 216.7 $ 28.68 $ 7.074" 0.100& 23
24 0.965& 0.018& 1.627& 2.969" 22.68 $ 230.0 $ 292.4 " 258.5 $ 172.3 $ 26.94 $ 6.868" 0.000& 24
25 0.282& 1.787& 1.663& 2.696" 20.05 $ 507.5 $ 260.3 $ 264.9 " 151.7 $ 24.91 $ 6.459" 3.065& 25
26 0.792& 2.100& 1.744& 2.653" 18.48 " 963.4 # 326.1 $ 270.1 $ 261.0 $ 24.76 $ 6.295" 4.629" 26
27 0.000& 0.950& 1.745& 3.269" 17.42 " 722.9 #2073 # 231.2 $ 287.2 $ 23.04 $ 5.278" 1.953& 27
28 0.000& 0.018& 1.709& 2.751" 19.99 $ 403.4 #1437 # 192.8 $ 216.6 $ 21.87 $ 4.322" 0.201& 28
29 0.783& 1.734& 2.593" 29.42 $ 275.7 $2174 # 175.0 $ 179.6 $ 20.84 $ 3.427" 0.039& 29
30 0.000& 1.736& 2.539" 26.67 $ 256.6 $1822 # 156.1 $ 156.3 $ 20.73 $ 3.419" 0.433& 30
31 0.000& 1.907& 32.54 $ 1213 # 144.5 $ 19.30 $ 1.262& 31
Mean 0.855& 0.701& 1.345& 5.350" 14.58 $ 160.0 $ 642.8 $ 291.6 $ 170.3 $ 57.59 $ 9.885" 2.026&
Median 0.904& 0.517& 1.613& 4.278" 4.756$ 80.72 $ 389.4 $ 264.9 $ 147.7 $ 46.08 $ 9.152" 2.200&
Maximum 1.806& 2.100& 2.018& 9.177" 74.42 $ 963.4 $2174 $ 816.5 $ 403.3 $ 136.2 $ 18.48 " 4.629&
Minimum 0.000& 0.000& 0.032& 2.403" 2.360$ 18.80 $ 247.4 $ 134.4 $ 83.47 $ 19.30 $ 3.419" 0.000&
Total 26.52& 19.62& 41.69& 160.5 " 452.0 $ 4799 $19927 $ 9040 $ 5110 $ 1785 $ 296.6 " 62.82&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 114.3 & " ... Relative Uncertainty +/-10%
Ann. Median 8.575& # ... Relative Uncertainty +/-15%
Annual Total 41722 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2174 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 1.203& 0.679& 0.427& 2.230" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 1.488& 0.720& 0.012& 2.270" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.758& 0.648& 0.000& 2.146" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 1.242& 0.119& 0.000& 2.086" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 1.471& 0.000& 0.000& 2.093" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 1.846& 0.000& 0.000& 2.104" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 3.624" 0.001& 0.000& 1.976& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 2.609" 0.000& 0.000& 1.956& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 2.089" 0.000& 0.000& 1.977& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 1.971& 0.004& 0.000& 2.034" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 2.312" 0.248& 0.000& 2.403" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 2.202" 0.873& 0.000& 2.704" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1.923& 1.216& 0.007& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 1.923& 1.540& 0.941& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 1.867& 0.868& 0.977& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 1.651& 1.093& 0.906& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 1.493& 1.771& 0.989& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 1.558& 2.420& 1.709& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 1.473& 2.350" 1.776& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 1.437& 1.885& 1.861& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 1.708& 1.094& 2.048" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 1.630& 1.790& 2.152" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 1.619& 1.896& 2.107" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 1.785& 1.964& 2.044& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 1.875& 1.935& 2.052" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 1.627& 1.780& 2.154" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 1.539& 1.114& 1.939& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 1.198& 1.215& 1.957& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.995& 1.056& 2.013& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 1.136& 2.203" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.754& 2.064" [ ] [ ] [ ] [ ] [ ] 31
Mean 1.678& 1.044& 1.043& 2.165& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 1.627& 1.093& 0.977& 2.099& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 3.624& 2.420& 2.203& 2.704& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.754& 0.000& 0.000& 1.956& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 52.00 & 30.28 & 32.34 & 25.98 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 18 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.365& " ... Relative Uncertainty +/-10%
Ann. Median 1.619& & ... Relative Uncertainty +/-30%
Annual Total 140.6 & [ ... Not Available
Missing Days 263
Maximum Minimum
Daily 3.624& 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1981
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1985
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1986
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1987
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1988
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1989
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1990
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1991
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1992
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1993
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1994
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5.787& 2.375& 1.278& 1.184& 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8.897& 1.949& 1.323& 1.195& 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9.185& 1.875& 1.288& 1.216& 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7.566& 2.106& 1.271& 1.189& 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6.581& 1.900& 1.200& 1.179& 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6.037& 1.756& 1.170& 1.135& 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6.354& 1.686& 1.227& 1.047& 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5.559& 1.670& 1.224& 0.994& 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4.496& 1.640& 1.224& 1.063& 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.41 & 9.241& 1.569& 1.163& 1.035& 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 665.7 & 43.58 & 1.530& 1.189& 1.093& 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 874.4 & 18.95 & 1.530& 1.174& 1.112& 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 332.7 & 9.917& 1.585& 1.148& 1.061& 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 104.0 & 7.841& 1.774& 1.112& 0.988& 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 56.55 & 6.844& 1.682& 1.167& 0.984& 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31.81 & 4.941& 1.634& 1.147& 0.969& 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19.64 & 3.778& 1.592& 1.122& 0.997& 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15.84 & 3.158& 1.508& 1.154& 0.973& 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12.58 & 2.587& 1.521& 1.161& 0.907& 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10.28 & 2.329& 1.489& 1.082& 0.897& 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.10 & 1.893& 1.526& 1.074& 0.908& 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 36.21 & 1.861& 1.543& 1.122& 0.954& 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15.72 & 1.912& 1.530& 1.180& 0.941& 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11.82 & 2.125& 1.488& 1.267& 0.992& 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9.186& 1.944& 1.469& 1.276& 1.051& 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8.907& 1.843& 1.521& 1.239& 1.045& 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12.02 & 1.765& 1.489& 1.340& 1.051& 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11.33 & 1.787& 1.490& 1.410& 1.002& 28
29 [ ] [ ] [ ] [ ] [ ] [ ] 8.594& 1.865& 1.503& 1.142& 0.955& 29
30 [ ] [ ] [ ] [ ] [ ] [ ] 7.328& 2.434& 1.487& 1.116& 0.940& 30
31 [ ] [ ] [ ] [ ] 6.236& 1.304& 0.951& 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] 104.7 & 6.435& 1.636& 1.200& 1.033&
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15.78 & 4.718& 1.543& 1.177& 1.002&
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] 874.4 & 43.58 & 2.375& 1.410& 1.216&
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6.236& 1.765& 1.304& 1.074& 0.897&
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2302 & 193.1 & 50.72 & 35.99 & 32.01 &
Missing Days 31 28 31 30 31 30 31 9 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.15 & & ... Relative Uncertainty +/-30%
Ann. Median 1.524& [ ... Not Available
Annual Total 2614 &
Missing Days 221
Maximum Minimum
Daily 874.4 & 0.897&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1995
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.929& 1.026& 0.900& 0.934& 1.005& 3.751& 10.45 & 452.1 & 61.77 & 10.73 & 7.704& 2.764& 1
2 0.924& 0.996& 0.965& 0.989& 1.001& 3.268& 9.289& 287.4 & 56.43 & 10.03 & 7.741& 2.924& 2
3 0.960& 1.002& 0.994& 0.992& 1.001& 2.763& 8.575& 207.9 & 102.1 & 9.814& 7.594& 3.273& 3
4 0.913& 1.006& 0.881& 0.958& 1.073& 2.590& 7.917& 158.6 & 161.4 & 9.217& 7.179& 3.170& 4
5 0.868& 0.951& 0.906& 0.888& 1.067& 3.379& 7.383& 125.7 & 146.0 & 9.365& 6.877& 2.667& 5
6 0.888& 0.914& 0.987& 0.928& 0.819& 6.192& 9.223& 105.7 & 178.8 & 8.950& 6.371& 2.268& 6
7 0.906& 0.906& 0.990& 0.899& 1.045& 39.53 & 18.92 & 92.15 & 226.7 & 8.636& 5.925& 2.514& 7
8 0.993& 0.899& 0.925& 0.895& 0.996& 114.9 & 215.3 & 82.85 & 163.8 & 8.744& 5.777& 2.878& 8
9 1.023& 0.909& 0.962& 1.000& 0.948& 135.2 & 925.8 & 329.3 & 123.5 & 8.586& 5.698& 2.552& 9
10 1.007& 0.929& 0.979& 0.978& 1.206& 65.53 & 519.5 & 820.4 & 103.8 & 8.577& 5.692& 2.588& 10
11 0.980& 0.987& 0.964& 0.996& 1.532& 28.20 & 238.6 & 580.9 & 87.65 & 9.008& 5.314& 2.506& 11
12 0.937& 0.995& 0.951& 0.976& 1.924& 16.74 & 298.2 & 490.5 & 74.61 & 10.94 & 5.269& 1.931& 12
13 0.959& 0.994& 1.009& 1.007& 1.998& 12.35 & 618.2 &1245 & 66.02 & 11.25 & 5.328& 1.793& 13
14 0.931& 0.964& 0.994& 1.161& 1.848& 10.49 & 374.0 &1003 & 58.76 & 9.931& 4.923& 1.661& 14
15 0.959& 0.949& 0.997& 1.066& 1.594& 9.582& 245.2 & 434.0 & 56.24 & 8.738& 4.209& 1.976& 15
16 0.982& 0.932& 0.939& 1.086& 1.461& 8.703& 161.2 & 256.5 & 51.57 & 7.827& 4.127& 2.140& 16
17 0.942& 0.970& 0.891& 1.059& 2.341& 7.644& 101.9 & 261.9 & 44.02 & 8.050& 4.199& 2.025& 17
18 0.941& 0.884& 0.896& 1.049& 6.102& 6.766& 204.9 & 379.6 & 37.75 & 16.11 & 3.728& 2.567& 18
19 0.915& 1.043& 0.940& 1.047& 5.269& 5.957&1516 & 267.2 & 33.93 & 23.66 & 3.717& 2.137& 19
20 0.911& 1.049& 0.998& 1.046& 2.782& 5.428&2752 & 249.2 & 30.10 & 15.26 & 3.521& 2.974& 20
21 0.900& 1.007& 0.994& 1.042& 2.125& 5.282&2236 & 239.5 & 28.12 & 11.21 & 3.410& 1.760& 21
22 0.932& 1.001& 1.004& 1.059& 2.089& 7.585&1401 & 209.0 & 23.85 & 9.744& 2.908& 1.853& 22
23 0.915& 1.042& 0.984& 1.063& 3.504& 18.57 & 719.1 & 193.4 & 21.25 & 8.769& 2.633& 2.055& 23
24 0.868& 1.028& 1.071& 1.046& 4.556& 54.74 & 961.3 & 203.0 & 19.36 & 7.997& 3.022& 2.554& 24
25 0.910& 0.946& 0.990& 1.044& 5.549& 46.21 &1676 & 217.3 & 17.53 & 7.368& 2.970& 8.600& 25
26 0.908& 0.868& 0.952& 1.063& 4.977& 46.83 &1309 & 184.7 & 15.67 & 6.516& 2.880& 3.176& 26
27 0.918& 0.883& 0.954& 1.132& 3.896& 43.19 & 637.1 & 157.8 & 14.30 & 5.739& 3.024& 2.593& 27
28 1.019& 0.928& 0.930& 1.010& 4.183& 22.77 & 442.0 & 129.8 & 13.00 & 6.573& 2.837& 2.161& 28
29 1.025& 0.949& 1.041& 4.746& 15.58 &1191 & 108.9 & 12.04 & 6.068& 2.844& 2.363& 29
30 0.997& 0.918& 1.038& 4.538& 12.17 &1586 & 93.35 & 11.34 & 6.538& 2.502& 2.029& 30
31 1.003& 0.889& 4.600& 868.6 & 79.38 & 6.341& 2.287& 31
Mean 0.944& 0.965& 0.958& 1.016& 2.638& 25.39 & 686.1 & 311.1 & 68.05 & 9.558& 4.664& 2.605&
Median 0.932& 0.967& 0.962& 1.040& 1.998& 11.33 & 442.0 & 217.3 & 53.91 & 8.769& 4.204& 2.506&
Maximum 1.025& 1.049& 1.071& 1.161& 6.102& 135.2 &2752 &1245 & 226.7 & 23.66 & 7.741& 8.600&
Minimum 0.868& 0.868& 0.881& 0.888& 0.819& 2.590& 7.383& 79.38 & 11.34 & 5.739& 2.502& 1.661&
Total 29.27& 27.01& 29.70& 30.49& 81.77& 761.8 &21270 & 9645 & 2041 & 296.3 & 139.9 & 80.74&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 94.34 & & ... Relative Uncertainty +/-30%
Ann. Median 3.379&
Annual Total 34434 &
Maximum Minimum
Daily 2752 & 0.819&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1996
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.109& 0.971& 0.542& 1.004& 1.170& 3.003& 238.7 &2104 & 105.7 & 215.8 & 7.019& 2.994& 1
2 2.030& 1.186& 0.298& 0.748& 1.082& 2.738& 145.4 &1399 & 88.04 & 169.0 & 7.196& 2.452& 2
3 1.715& 1.001& 0.293& 0.620& 1.160& 1.805& 331.2 & 975.6 & 101.2 & 141.4 & 6.916& 2.548& 3
4 1.635& 1.247& 0.443& 0.766& 1.707& 1.724& 269.5 &1015 & 107.8 & 117.8 & 5.282& 3.098& 4
5 1.736& 1.028& 0.640& 0.901& 1.586& 1.655& 155.4 &1237 & 97.61 & 100.1 & 5.434& 3.694& 5
6 1.294& 0.659& 0.626& 0.846& 1.363& 1.655& 132.1 &1068 & 153.7 & 86.57 & 5.616& 2.500& 6
7 1.605& 0.571& 0.626& 0.884& 1.150& 1.655& 179.9 & 725.0 & 159.1 & 72.64 & 5.827& 1.732& 7
8 1.378& 0.669& 0.851& 0.884& 1.798& 1.655& 688.1 & 556.5 & 132.1 & 60.26 & 5.995& 2.042& 8
9 1.079& 0.793& 0.618& 0.793& 2.239& 2.618& 398.7 & 472.6 & 117.2 & 76.14 & 4.700& 2.602& 9
10 1.316& 0.780& 0.761& 0.515& 2.077& 8.292& 187.4 & 804.3 & 504.4 & 79.19 & 4.570& 1.751& 10
11 1.524& 0.910& 0.852& 0.805& 1.816& 8.436& 118.0 &1825 &1010 & 78.91 & 4.532& 2.228& 11
12 1.892& 0.888& 0.581& 0.967& 1.516& 6.289& 75.92 &1115 & 646.2 & 65.40 & 4.583& 7.514& 12
13 1.448& 0.627& 0.511& 0.761& 1.331& 5.794& 82.21 &1125 & 383.3 & 61.40 & 3.555& 11.68 & 13
14 1.309& 0.583& 0.656& 0.960& 1.065& 4.990& 86.75 & 838.6 & 436.7 & 49.35 & 3.140& 9.396& 14
15 1.294& 0.475& 0.860& 0.938& 1.185& 6.198& 77.66 & 706.1 &1320 & 48.98 & 22.35 & 7.399& 15
16 1.072& 0.721& 0.696& 0.915& 1.090& 11.75 & 102.9 & 557.8 &1473 & 49.54 & 28.12 & 5.759& 16
17 1.091& 0.519& 0.847& 0.611& 0.972& 29.29 & 537.5 & 413.5 & 924.6 & 39.10 & 18.57 & 3.551& 17
18 0.706& 0.658& 0.620& 0.925& 0.958& 51.14 &1096 & 300.8 & 867.7 & 38.22 & 12.67 & 5.145& 18
19 0.965& 0.582& 0.394& 0.950& 0.958& 66.61 & 799.1 & 243.3 & 666.5 & 38.89 & 9.910& 4.220& 19
20 0.693& 0.366& 0.460& 0.779& 0.958& 87.19 & 445.5 & 313.8 & 445.3 & 39.87 & 8.377& 2.293& 20
21 0.588& 0.343& 0.567& 0.999& 1.350& 168.3 & 641.7 & 476.2 & 288.4 & 56.20 & 7.705& 3.299& 21
22 0.993& 0.482& 0.819& 0.971& 1.590& 153.8 &2281 & 341.4 & 606.0 & 141.0 & 5.905& 3.217& 22
23 1.208& 0.895& 0.586& 0.845& 1.655& 87.27 &1769 & 261.6 & 607.7 & 194.0 & 3.970& 3.822& 23
24 1.124& 0.660& 0.820& 0.932& 1.655& 54.20 &1587 & 326.7 & 322.6 & 216.6 & 3.949& 2.081& 24
25 1.087& 0.705& 0.706& 0.924& 1.655& 42.70 &1319 & 306.5 & 204.6 & 149.8 & 3.551& 1.449& 25
26 1.319& 0.629& 0.496& 1.197& 1.721& 35.87 & 750.2 & 227.7 & 192.4 & 114.6 & 2.978& 1.489& 26
27 1.198& 0.418& 0.658& 0.963& 1.227& 55.13 &1998 & 186.8 & 665.5 & 84.92 & 3.041& 0.967& 27
28 1.123& 0.526& 0.726& 1.206& 1.437& 124.6 &2198 & 175.7 & 659.9 & 67.73 & 2.081& 1.273& 28
29 1.140& 0.429& 1.128& 1.227& 1.655& 102.7 &1443 & 146.0 & 457.0 & 63.32 & 1.567& 1.476& 29
30 0.922& 0.847& 0.953& 1.667& 248.9 &2068 & 131.6 & 277.6 & 30.02 & 2.081& 0.753& 30
31 1.173& 1.076& 4.573& 2228 & 126.3 & 8.880& 0.675& 31
Mean 1.283& 0.701& 0.665& 0.893& 1.528& 45.94 & 788.1 & 661.4 & 467.4 & 88.89 & 7.040& 3.390&
Median 1.208& 0.659& 0.640& 0.920& 1.437& 10.09 & 445.5 & 476.2 & 410.0 & 72.64 & 5.358& 2.548&
Maximum 2.109& 1.247& 1.128& 1.227& 4.573& 248.9 &2281 &2104 &1473 & 216.6 & 28.12 & 11.68 &
Minimum 0.588& 0.343& 0.293& 0.515& 0.958& 1.655& 75.92 & 126.3 & 88.04 & 8.880& 1.567& 0.675&
Total 39.77& 20.32& 20.60& 26.79& 47.37& 1378 &24432 &20503 &14022 & 2756 & 211.2 & 105.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 173.7 & & ... Relative Uncertainty +/-30%
Ann. Median 3.070&
Annual Total 63562 &
Maximum Minimum
Daily 2281 & 0.293&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.570& 1.040& 0.860& 2.322& 1.531& 61.75 " 98.23 " 161.2 " 252.8 " 60.47 " 25.26 " 14.07 " 1
2 0.364& 0.982& 1.361& 2.357& 1.357& 71.11 " 87.26 " 139.5 " 366.7 " 70.59 " 23.85 " 12.83 " 2
3 0.184& 0.792& 0.579& 3.110& 0.958& 117.1 " 98.23 " 131.2 " 330.9 " 67.00 " 22.69 " 10.91 " 3
4 0.013& 0.542& 0.567& 2.355& 1.212& 116.4 " 118.6 " 576.6 $ 286.7 " 60.93 " 21.30 " 10.00 " 4
5 0.033& 0.186& 0.508& 1.733& 1.127& 116.5 " 129.8 "1007 $ 239.9 " 54.71 " 20.01 " 7.979" 5
6 0.059& 0.243& 0.165& 2.225& 0.857& 83.41 " 281.5 " 651.0 $ 311.2 " 50.97 " 15.87 " 8.351" 6
7 0.744& 0.240& 0.243& 2.398& 0.985& 83.99 " 386.9 " 416.3 " 350.4 " 47.81 " 12.48 " 8.168" 7
8 1.220& 0.156& 1.398& 2.348& 0.993& 85.90 " 313.4 " 356.6 " 316.5 " 45.49 " 12.16 " 5.738" 8
9 0.308& 0.116& 1.091& 2.343& 1.033& 125.3 " 294.7 " 436.8 $ 307.1 " 59.94 " 9.938" 5.120" 9
10 0.397& 0.097& 0.363& 2.382& 0.805& 139.1 " 242.6 " 587.1 $ 314.7 " 176.7 " 10.78 " 3.670" 10
11 0.173& 0.054& 0.128& 1.357& 0.594& 196.1 " 184.9 " 424.9 " 284.2 " 193.5 " 11.89 " 8.370" 11
12 0.039& 0.005& 0.112& 1.382& 0.551& 145.3 " 156.0 " 341.6 " 263.1 " 117.8 " 8.338" 8.712" 12
13 0.019& 0.001& 0.080& 1.533& 0.565& 99.97 " 803.2 $ 305.6 " 226.5 " 97.94 " 9.602" 8.679" 13
14 0.026& 0.028& 0.059& 2.627& 0.598& 78.18 "1374 $ 397.6 $ 196.3 " 80.42 " 8.285" 6.877" 14
15 0.034& 0.493& 0.031& 2.987& 0.598& 63.68 " 598.5 $1460 $ 173.4 " 67.75 " 7.928" 5.118" 15
16 0.065& 1.665& 0.028& 3.149& 0.604& 55.94 " 371.9 "1335 $ 151.1 " 57.73 " 7.224" 5.223" 16
17 1.056& 1.225& 0.055& 2.126& 0.856& 50.18 " 309.6 " 727.0 $ 128.0 " 50.70 " 5.078" 4.318" 17
18 0.759& 0.407& 0.042& 3.790& 1.632& 48.04 " 246.7 " 434.3 " 115.8 " 46.02 " 5.152" 4.116" 18
19 1.655& 0.545& 0.031& 4.607& 2.142& 324.9 $ 200.2 " 353.4 " 123.7 " 41.99 " 5.884" 5.078" 19
20 1.212& 0.720& 0.133& 6.096& 1.570&1053 $ 168.4 " 314.2 " 128.9 " 37.99 " 6.923" 4.912" 20
21 0.603& 1.130& 0.225& 6.256& 1.291& 646.2 $ 145.1 " 262.7 " 122.7 " 35.53 " 24.20 " 3.957" 21
22 0.593& 1.293& 0.161& 6.544& 1.337& 409.4 " 128.4 " 237.2 " 109.0 " 32.72 " 47.75 " 3.059" 22
23 0.271& 1.103& 0.085& 6.332& 3.409& 367.5 " 115.8 " 208.9 " 99.39 " 29.38 " 41.84 " 2.327" 23
24 0.251& 1.790& 0.108& 3.134& 6.033& 310.1 " 131.0 " 183.5 " 103.0 " 30.08 " 28.87 " 2.166" 24
25 0.325& 2.775& 0.482& 0.493& 12.62 & 249.9 " 212.4 " 160.2 " 110.1 " 32.47 " 25.96 " 2.067" 25
26 0.106& 2.361& 1.496& 0.515& 13.72 & 202.0 " 232.7 " 136.1 " 96.56 " 41.63 " 25.08 " 2.993" 26
27 0.117& 1.780& 0.917& 0.908& 8.898& 164.3 " 273.8 " 177.0 " 88.09 " 37.42 " 20.02 " 3.355" 27
28 0.140& 1.476& 0.893& 0.927& 9.526& 140.4 " 288.5 " 335.6 " 82.35 " 33.14 " 22.03 " 4.479" 28
29 0.037& 4.110& 0.927& 15.37 " 123.1 " 260.2 " 359.6 " 76.31 " 30.73 " 17.95 " 4.706" 29
30 0.015& 5.616& 0.938& 14.60 " 110.5 " 243.0 " 285.4 " 69.35 " 27.98 " 16.21 " 3.708" 30
31 0.697& 3.041& 32.65 " 196.0 " 225.6 " 27.19 " 3.528" 31
Mean 0.390& 0.830& 0.805& 2.673& 4.517& 194.6 $ 280.4 $ 423.5 $ 194.2 " 59.51 " 17.35 " 5.954"
Median 0.251& 0.632& 0.243& 2.352& 1.291& 120.1 $ 232.7 $ 341.6 $ 162.3 " 47.81 " 16.04 " 5.078"
Maximum 1.655& 2.775& 5.616& 6.544& 32.65 &1053 $1374 $1460 $ 366.7 " 193.5 " 47.75 " 14.07 "
Minimum 0.013& 0.001& 0.028& 0.493& 0.551& 48.04 $ 87.26 $ 131.2 $ 69.35 " 27.19 " 5.078" 2.067"
Total 12.08& 23.25& 24.96& 80.20& 140.0 & 5839 $ 8692 $13129 $ 5825 " 1845 " 520.5 " 184.6 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 99.49 & " ... Relative Uncertainty +/-10%
Ann. Median 9.938& $ ... Relative Uncertainty +/-20%
Annual Total 36315 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1460 & 0.001&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.751" 1.696" 2.062" 2.214" 3.317" 8.947" 49.16 " 306.4 " 526.1 $ 325.3 " 27.94 " 7.599" 1
2 4.164" 1.824" 1.242" 2.725" 2.741" 8.819" 35.77 " 233.7 "1426 $ 332.8 " 26.23 " 5.543" 2
3 3.213" 2.708" 1.350" 2.427" 2.451" 9.443" 34.42 " 159.9 "1081 $ 302.5 " 24.40 " 5.318" 3
4 3.192" 2.484" 1.355" 2.335" 2.956" 10.46 " 77.59 " 126.5 " 554.3 $ 243.5 " 23.67 " 4.380" 4
5 2.357" 2.013" 1.460" 2.131" 3.110" 23.73 " 130.0 " 136.4 " 373.6 " 193.3 " 23.02 " 4.823" 5
6 1.824" 5.301" 1.416" 2.392" 3.743" 28.15 " 124.2 " 213.9 " 314.6 " 159.2 " 22.89 " 4.896" 6
7 1.648" 6.737" 1.296" 2.703" 3.794" 21.59 " 136.1 " 152.5 " 251.4 " 135.0 " 22.10 " 7.888" 7
8 1.811" 9.651" 1.309" 2.448" 3.649" 71.84 " 107.7 " 128.2 " 200.0 " 112.4 " 20.27 " 7.555" 8
9 1.294" 5.302" 3.960" 2.283" 16.21 " 93.02 " 90.61 " 114.4 " 163.0 " 93.85 " 19.11 " 5.435" 9
10 1.069" 2.175" 10.03 " 2.535" 11.56 " 117.8 " 73.79 " 137.8 " 136.5 " 81.25 " 16.72 " 4.592" 10
11 2.261" 2.847" 21.41 " 2.621" 6.949" 137.2 " 59.69 " 274.8 " 115.4 " 73.08 " 16.49 " 6.748" 11
12 4.259" 2.976" 15.50 " 2.349" 6.364" 89.79 " 59.90 " 197.4 " 103.0 " 69.38 " 15.26 " 7.562" 12
13 2.996" 2.146" 8.538" 2.077" 5.369" 68.50 " 53.48 " 139.2 " 123.0 " 69.20 " 15.20 " 8.890" 13
14 2.725" 2.632" 6.332" 1.998" 5.058" 58.70 " 43.33 " 110.4 " 123.3 " 78.42 " 14.32 " 10.67 " 14
15 3.975" 2.602" 5.271" 2.775" 4.681" 51.31 " 38.83 " 92.44 " 105.5 " 71.94 " 9.198" 6.159" 15
16 4.444" 2.488" 5.078" 2.706" 4.631" 46.78 " 35.93 " 86.24 " 94.33 " 69.56 " 8.086" 4.884" 16
17 4.085" 1.664" 4.692" 4.081" 4.626" 57.81 " 34.57 " 98.86 " 83.13 " 90.14 " 8.215" 4.799" 17
18 3.797" 2.377" 3.827" 4.068" 5.320" 74.31 " 41.50 " 136.7 " 77.18 " 119.6 " 8.739" 3.700" 18
19 2.777" 2.268" 3.349" 3.793" 7.738" 75.43 " 46.55 " 201.7 " 69.86 " 104.4 " 10.32 " 2.699" 19
20 2.263" 1.967" 3.877" 3.714" 5.672" 61.43 " 45.14 " 151.0 " 64.95 " 82.47 " 10.29 " 2.692" 20
21 1.774" 4.446" 4.447" 3.589" 5.911" 53.25 " 49.63 " 125.4 " 92.20 " 68.55 " 10.73 " 2.426" 21
22 2.113" 8.482" 5.443" 3.598" 6.934" 48.81 " 108.4 " 107.6 " 158.2 " 59.41 " 9.333" 2.200" 22
23 2.031" 4.666" 4.806" 3.639" 6.396" 45.93 " 101.4 " 95.53 " 145.7 " 51.30 " 9.380" 2.191" 23
24 1.750" 2.864" 4.300" 3.751" 5.712" 44.17 " 73.27 " 166.7 " 134.1 " 46.17 " 7.978" 2.742" 24
25 1.679" 3.176" 3.786" 3.543" 5.436" 43.18 " 67.49 " 148.5 " 291.7 " 42.62 " 6.136" 2.526" 25
26 1.266" 3.155" 3.670" 3.518" 6.015" 50.36 " 125.8 " 109.2 " 315.7 " 39.61 " 6.065" 2.345" 26
27 1.434" 2.399" 3.687" 3.423" 8.886" 58.15 " 119.1 " 216.5 " 564.5 $ 37.34 " 9.231" 6.673" 27
28 2.718" 2.401" 3.553" 3.125" 11.11 " 72.91 " 91.06 " 341.8 " 493.2 $ 35.56 " 8.917" 5.341" 28
29 1.700" 2.941" 3.496" 12.73 " 67.80 " 75.18 " 299.6 " 360.9 " 33.65 " 4.933" 4.146" 29
30 1.505" 2.813" 3.235" 10.75 " 58.20 " 64.62 " 489.2 $ 321.2 " 30.16 " 4.451" 3.833" 30
31 1.836" 2.496" 10.68 " 88.94 " 488.8 $ 29.64 " 2.464" 31
Mean 2.507" 3.409" 4.687" 2.976" 6.468" 55.26 " 73.65 " 186.7 $ 295.5 $ 105.9 " 13.99 " 4.959"
Median 2.261" 2.617" 3.786" 2.750" 5.672" 55.53 " 67.49 " 148.5 $ 160.6 $ 73.08 " 10.52 " 4.823"
Maximum 4.444" 9.651" 21.41 " 4.081" 16.21 " 137.2 " 136.1 " 489.2 $1426 $ 332.8 " 27.94 " 10.67 "
Minimum 1.069" 1.664" 1.242" 1.998" 2.451" 8.819" 34.42 " 86.24 $ 64.95 $ 29.64 " 4.451" 2.191"
Total 77.71 " 95.45 " 145.3 " 89.29 " 200.5 "1658 "2283 "5787 $8864 $3281 " 419.6 " 153.7 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 63.16 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.198$ $ ... Relative Uncertainty +/-20%
Annual Total 23055 $
Maximum Minimum
Daily 1426 $ 1.069$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.797" 0.800" 1.571" 0.993" 1.968" 86.21 " 295.6 " 274.1 " 376.5 " 303.7 " 70.30 " 7.041" 1
2 2.968" 0.680" 1.333" 0.795" 2.455" 153.6 " 256.2 " 237.2 " 424.1 $ 249.1 " 64.56 " 6.043" 2
3 2.349" 0.563" 1.093" 0.934" 3.097" 272.1 " 322.2 $ 204.6 " 775.1 $ 184.6 " 60.22 " 5.469" 3
4 2.005" 0.572" 0.916" 0.887" 2.272" 279.4 "3662 $ 180.5 " 762.4 $ 146.2 " 57.21 " 5.992" 4
5 1.723" 0.488" 0.844" 2.210" 4.016" 190.8 "2947 $ 165.8 " 535.0 $ 127.8 " 52.43 " 5.129" 5
6 3.282" 0.410" 0.753" 2.018" 13.57 " 159.7 "1501 $ 238.0 " 391.1 " 122.8 " 47.96 " 4.156" 6
7 3.573" 0.529" 2.619" 2.456" 9.160" 365.4 " 961.9 $ 303.2 " 345.4 " 281.2 $ 44.55 " 3.385" 7
8 2.298" 0.603" 2.714" 2.531" 6.464" 437.8 " 640.0 $ 235.9 " 315.1 "1174 $ 41.83 " 3.435" 8
9 3.160" 0.757" 1.991" 2.383" 4.186" 425.9 " 450.7 " 231.7 " 278.5 "1422 $ 40.11 " 2.810" 9
10 3.712" 1.932" 2.259" 1.861" 3.410" 398.4 " 375.4 " 524.6 $ 266.4 " 790.1 $ 36.42 " 3.839" 10
11 2.824" 1.711" 2.312" 1.445" 2.893" 554.8 $ 339.3 " 697.2 $ 569.1 $ 476.8 $ 33.82 " 5.710" 11
12 2.362" 1.752" 1.363" 1.443" 3.315" 611.6 $ 311.5 " 492.0 $ 520.0 $ 365.0 " 29.36 " 7.644" 12
13 2.317" 1.415" 1.529" 1.370" 2.889" 519.1 $ 373.6 " 361.9 " 477.3 $ 425.6 $ 26.41 " 7.922" 13
14 2.309" 1.306" 1.851" 1.310" 2.456" 623.9 $ 503.9 " 316.5 " 814.1 $1381 $ 23.30 " 10.86 " 14
15 1.672" 1.135" 1.862" 1.300" 2.270" 608.7 $ 479.0 " 298.8 " 897.1 $1062 $ 21.70 " 7.283" 15
16 1.431" 1.184" 1.968" 1.296" 1.982" 769.5 $ 775.5 $ 329.7 " 692.4 $ 777.3 $ 19.24 " 5.361" 16
17 1.952" 1.525" 1.744" 1.397" 1.465" 808.2 $ 934.6 $ 381.3 " 406.4 $ 597.8 $ 19.24 " 4.890" 17
18 1.948" 0.871" 1.554" 1.233" 2.402"1596 $ 633.9 $ 621.1 $ 333.6 " 405.4 " 18.77 " 4.881" 18
19 1.519" 0.935" 1.504" 1.055" 23.28 "1033 $ 469.2 " 534.8 $ 319.7 " 335.2 " 24.03 " 3.748" 19
20 1.100" 0.768" 1.466" 0.994" 40.11 " 784.7 $ 390.2 " 392.6 " 293.8 " 292.0 " 31.92 " 4.964" 20
21 0.741" 0.480" 1.182" 1.013" 23.01 " 834.8 $ 344.3 " 338.9 " 282.5 " 239.9 " 32.82 " 5.828" 21
22 0.634" 3.931" 1.097" 1.045" 8.898" 855.7 $ 306.1 " 296.2 " 261.6 " 198.9 " 27.51 " 4.043" 22
23 1.227" 3.725" 1.103" 1.043" 4.957" 968.8 $ 269.1 " 253.8 " 230.8 " 168.0 " 22.79 " 2.957" 23
24 6.852" 2.320" 1.570" 1.098" 3.237" 552.7 $ 246.8 " 351.8 " 201.1 " 151.5 " 23.50 " 8.480" 24
25 4.433" 2.178" 1.352" 1.065" 2.768" 445.2 $ 230.2 " 725.1 $ 175.7 " 134.7 " 27.41 " 13.03 " 25
26 3.179" 1.694" 1.742" 1.000" 6.160"1364 $ 299.6 " 802.7 $ 156.2 " 121.0 " 23.20 " 7.276" 26
27 2.300" 1.367" 1.700" 0.955" 522.9 $ 861.8 $ 329.4 " 531.9 $ 172.2 " 123.0 " 12.19 " 4.794" 27
28 1.958" 1.270" 1.485" 1.181"1166 $ 516.2 $ 456.6 $ 645.4 $ 217.5 " 106.1 " 10.03 " 3.338" 28
29 1.697" 1.339" 1.422" 784.7 $ 405.0 " 535.2 $1023 $ 208.6 " 94.78 " 9.038" 2.357" 29
30 1.090" 1.242" 1.550" 412.7 $ 337.7 " 371.2 " 772.9 $ 239.7 " 86.25 " 7.669" 2.180" 30
31 0.926" 1.091" 151.3 " 319.2 " 483.9 $ 78.02 " 1.987" 31
Mean 2.333" 1.318" 1.553" 1.376" 103.9 $ 594.0 $ 655.8 $ 427.3 $ 398.0 $ 400.7 $ 31.98 " 5.382"
Median 2.298" 1.160" 1.504" 1.264" 4.016$ 535.9 $ 375.4 $ 351.8 $ 326.7 $ 249.1 $ 27.46 " 4.964"
Maximum 6.852" 3.931" 2.714" 2.531"1166 $1596 $3662 $1023 $ 897.1 $1422 $ 70.30 " 13.03 "
Minimum 0.634" 0.410" 0.753" 0.795" 1.465$ 86.21 $ 230.2 $ 165.8 $ 156.2 $ 78.02 $ 7.669" 1.987"
Total 72.34" 36.90" 48.15" 41.29" 3220 $17820 $20330 $13247 $11939 $12421 $ 959.5 " 166.8 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 220.0 $ " ... Relative Uncertainty +/-10%
Ann. Median 22.79 $ $ ... Relative Uncertainty +/-20%
Annual Total 80302 $
Maximum Minimum
Daily 3662 $ 0.410$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.579" 2.431" 2.412" 3.082" 5.979" 7.878" 274.5 $ 287.3 " 684.5 $ 75.72 " 16.82 " 5.483" 1
2 2.402" 2.312" 1.644" 3.301" 5.826" 7.877" 683.9 $ 391.3 " 557.6 $ 69.55 " 15.44 " 4.722" 2
3 2.290" 1.725" 1.566" 2.939" 5.851" 10.12 " 335.6 " 489.5 " 418.1 " 64.43 " 13.78 " 5.678" 3
4 2.012" 1.671" 1.824" 2.155" 6.265" 8.332" 851.2 $ 353.9 " 351.2 " 59.85 " 13.13 " 5.114" 4
5 1.795" 1.788" 1.980" 2.893" 5.522" 7.580" 916.9 $ 524.9 $ 332.8 " 64.65 " 12.20 " 9.232" 5
6 3.321" 2.270" 1.606" 2.866" 5.451" 6.868" 560.4 $1241 $1165 $ 71.46 " 11.47 " 15.05 " 6
7 2.142" 1.814" 1.317" 2.448" 5.572" 6.771" 535.0 $ 967.3 $1027 $ 65.29 " 11.83 " 15.24 " 7
8 1.419" 2.007" 1.312" 2.772" 5.627" 6.579" 425.6 " 705.4 $ 605.0 $ 58.63 " 13.92 " 6.258" 8
9 2.818" 1.792" 1.319" 2.881" 5.762" 6.431" 324.5 " 474.1 $ 408.5 " 56.73 " 14.71 " 4.641" 9
10 3.936" 2.444" 8.895" 2.405" 6.010" 6.625" 388.6 $ 364.4 " 347.1 " 51.49 " 16.74 " 4.314" 10
11 2.331" 2.070" 22.11 " 2.109" 5.994" 7.078" 777.4 $ 324.8 " 316.5 " 48.10 " 15.39 " 3.824" 11
12 1.990" 1.691" 11.68 " 2.032" 7.406" 7.099" 567.2 $ 294.0 " 294.5 " 47.23 " 11.31 " 2.903" 12
13 2.243" 4.492" 7.632" 3.619" 8.481" 22.13 " 610.7 $ 265.8 " 317.1 " 46.89 " 8.284" 2.048" 13
14 2.837" 3.496" 6.169" 3.924" 12.81 " 123.1 " 693.9 $ 231.2 " 310.3 " 44.02 " 7.096" 1.927" 14
15 3.777" 2.500" 4.800" 3.164" 9.320" 81.89 " 612.2 $ 243.8 " 283.3 " 40.16 " 7.149" 1.939" 15
16 4.570" 2.322" 5.485" 3.602" 8.287" 46.74 " 555.4 $ 506.9 $ 263.7 " 36.51 " 7.134" 1.983" 16
17 5.409" 1.781" 4.782" 3.566" 7.878" 32.70 "1365 $ 495.4 $ 218.2 " 33.11 " 8.792" 1.689" 17
18 5.020" 1.716" 4.884" 3.420" 8.342" 27.40 "1653 $ 381.2 " 188.2 " 29.90 " 5.802" 1.572" 18
19 3.977" 1.855" 4.312" 3.581" 7.528" 48.14 "1084 $ 334.5 " 167.0 " 27.82 " 5.443" 1.485" 19
20 3.097" 1.655" 3.773" 3.272" 6.899" 70.35 " 861.6 $ 327.6 " 150.8 " 26.30 " 6.451" 1.403" 20
21 3.152" 1.505" 3.822" 3.009" 6.625" 64.88 " 705.9 $ 308.1 " 134.1 " 25.59 " 11.50 " 1.617" 21
22 5.183" 1.241" 4.168" 2.982" 6.389" 48.88 " 667.2 $ 260.6 " 118.7 " 26.38 " 14.74 " 1.497" 22
23 5.559" 1.447" 4.343" 3.403" 6.336" 44.23 " 525.0 $ 222.3 " 105.7 " 28.12 " 8.506" 6.504" 23
24 5.640" 1.129" 4.316" 3.767" 6.212" 63.27 " 384.6 " 322.2 " 96.63 " 25.61 " 6.476" 8.862" 24
25 3.013" 1.334" 3.647" 4.151" 6.131" 98.35 " 331.2 " 322.2 " 89.49 " 23.22 " 5.253" 6.049" 25
26 6.318" 1.518" 2.607" 5.465" 6.017" 135.0 " 286.2 " 345.1 " 85.88 " 21.67 " 5.657" 3.993" 26
27 5.250" 1.088" 3.209" 6.363" 5.923" 86.27 " 245.7 " 340.2 " 88.80 " 19.91 " 5.746" 3.077" 27
28 4.466" 4.715" 3.407" 6.730" 5.811" 64.07 " 245.5 " 327.7 " 94.57 " 18.49 " 6.183" 2.116" 28
29 3.788" 3.772" 3.542" 7.460" 5.723" 50.77 " 265.4 " 399.9 " 91.01 " 16.99 " 5.578" 1.685" 29
30 3.535" 2.986" 6.827" 5.667" 44.72 " 220.7 " 430.7 " 81.45 " 16.47 " 5.559" 1.191" 30
31 3.195" 2.743" 6.322" 227.9 " 659.9 $ 15.27 " 2.258" 31
Mean 3.518" 2.123" 4.461" 3.673" 6.708" 41.40 " 586.5 $ 424.0 $ 313.1 $ 40.50 " 9.936" 4.366"
Median 3.195" 1.792" 3.647" 3.286" 6.131" 38.46 " 555.4 $ 345.1 $ 273.5 $ 36.51 " 8.649" 3.077"
Maximum 6.318" 4.715" 22.11 " 7.460" 12.81 " 135.0 "1653 $1241 $1165 $ 75.72 " 16.82 " 15.24 "
Minimum 1.419" 1.088" 1.312" 2.032" 5.451" 6.431" 220.7 $ 222.3 $ 81.45 $ 15.27 " 5.253" 1.191"
Total 109.1 " 61.58" 138.3 " 110.2 " 208.0 " 1242 "18182 $13144 $ 9392 $ 1256 " 298.1 " 135.4 "
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 7.097$ $ ... Relative Uncertainty +/-20%
Annual Total 44276 $
Maximum Minimum
Daily 1653 $ 1.088$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.123" 0.812" 0.744" 1.460" 5.080" 25.11 " 12.00 " 19.54 " 36.25 " 166.2 " 7.036" 37.51 " 1
2 1.092" 0.550" 0.663" 1.848" 4.888" 20.55 " 14.33 " 18.31 " 35.59 " 112.1 " 6.449" 33.95 " 2
3 0.815" 1.110" 0.743" 1.672" 5.108" 17.60 " 16.06 " 26.33 " 34.66 " 82.00 " 5.431" 21.51 " 3
4 0.794" 4.174" 0.721" 1.666" 4.623" 16.53 " 18.11 " 34.51 " 33.32 " 64.71 " 6.000" 81.37 " 4
5 5.234" 3.374" 0.778" 1.598" 3.732" 14.98 " 17.46 " 30.93 " 32.98 " 52.89 " 5.947" 93.17 " 5
6 4.407" 2.724" 0.681" 1.194" 15.91 " 13.91 " 14.91 " 34.16 " 47.55 " 45.47 " 6.081" 47.62 " 6
7 9.448" 2.295" 0.721" 1.032" 19.10 " 13.57 " 13.25 " 51.27 " 46.74 " 40.04 " 5.749" 32.17 " 7
8 3.460" 1.900" 0.797" 3.344" 12.71 " 13.72 " 13.24 " 66.27 " 40.45 " 37.81 " 5.012" 25.38 " 8
9 2.843" 1.591" 0.805" 3.820" 9.712" 14.26 " 18.08 " 198.1 " 66.27 " 36.09 " 4.697" 20.40 " 9
10 1.869" 1.586" 0.756" 3.885" 9.417" 15.07 " 21.53 " 159.1 " 93.94 " 32.65 " 4.609" 16.29 " 10
11 1.222" 1.423" 0.703" 2.609" 9.882" 16.15 " 17.91 " 112.2 " 70.90 " 30.16 " 4.073" 12.59 " 11
12 0.777" 1.330" 0.660" 3.529" 9.172" 17.84 " 19.28 " 101.7 " 57.72 " 26.63 " 3.683" 10.69 " 12
13 0.857" 1.122" 0.765" 4.693" 10.62 " 15.93 " 22.27 " 75.98 " 50.60 " 28.06 " 3.358" 8.971" 13
14 0.947" 1.079" 0.721" 5.390" 10.23 " 14.48 " 21.33 " 78.28 " 45.05 " 26.61 " 3.476" 6.999" 14
15 0.748" 1.033" 0.703" 5.492" 8.767" 13.75 " 17.78 " 83.31 " 36.92 " 24.54 " 3.469" 5.790" 15
16 1.195" 0.886" 0.748" 5.162" 8.271" 14.33 " 15.45 " 84.03 " 36.10 " 22.85 " 3.305" 4.921" 16
17 1.071" 0.643" 0.735" 5.042" 7.940" 17.40 " 14.31 " 67.00 " 32.45 " 22.33 " 3.428" 4.162" 17
18 0.869" 0.370" 0.668" 4.733" 7.700" 20.31 " 13.13 " 55.67 " 24.34 " 20.57 " 3.123" 3.713" 18
19 1.262" 2.815" 0.781" 4.675" 7.730" 19.52 " 12.10 " 49.01 " 21.37 " 18.45 " 3.796" 4.647" 19
20 0.873" 1.698" 0.749" 4.731" 10.31 " 16.96 " 12.21 " 43.98 " 24.08 " 16.54 " 5.028" 4.059" 20
21 2.959" 0.863" 0.716" 4.858" 13.48 " 15.49 " 17.44 " 42.93 " 23.07 " 17.57 " 5.017" 8.636" 21
22 4.867" 0.609" 0.703" 5.796" 10.34 " 14.35 " 20.75 " 38.68 " 56.75 " 19.06 " 4.436" 8.525" 22
23 3.122" 0.477" 0.646" 5.913" 11.74 " 14.47 " 18.94 " 38.90 " 120.2 " 19.41 " 4.323" 5.904" 23
24 2.305" 0.984" 0.701" 4.521" 11.70 " 14.93 " 15.74 " 70.53 " 77.26 " 19.56 " 3.868" 5.105" 24
25 1.765" 1.044" 0.554" 4.885" 11.61 " 13.85 " 13.93 " 61.56 " 54.98 " 16.53 " 4.124" 4.367" 25
26 1.749" 0.889" 0.543" 4.997" 10.17 " 14.31 " 12.69 " 44.41 " 44.27 " 11.76 " 4.048" 4.116" 26
27 1.316" 0.622" 0.823" 4.997" 9.617" 13.34 " 12.20 " 38.14 " 38.92 " 9.969" 3.668" 3.667" 27
28 1.165" 0.891" 0.982" 4.982" 9.592" 12.43 " 14.48 " 35.47 " 43.47 " 9.927" 3.315" 3.438" 28
29 0.840" 0.918" 5.135" 14.58 " 11.93 " 19.94 " 35.68 " 125.9 " 9.914" 2.724" 3.115" 29
30 0.690" 1.914" 4.639" 30.87 " 12.17 " 23.49 " 46.62 " 191.7 " 8.520" 11.22 " 2.822" 30
31 0.904" 1.109" 32.65 " 21.51 " 43.23 " 7.891" 2.514" 31
Mean 2.051" 1.389" 0.782" 3.943" 11.20 " 15.64 " 16.64 " 60.83 " 54.79 " 34.09 " 4.683" 17.04 "
Median 1.222" 1.062" 0.735" 4.684" 9.882" 14.71 " 16.06 " 46.62 " 43.87 " 22.85 " 4.223" 6.999"
Maximum 9.448" 4.174" 1.914" 5.913" 32.65 " 25.11 " 23.49 " 198.1 " 191.7 " 166.2 " 11.22 " 93.17 "
Minimum 0.690" 0.370" 0.543" 1.032" 3.732" 11.93 " 12.00 " 18.31 " 21.37 " 7.891" 2.724" 2.514"
Total 63.59 " 38.89 " 24.25 " 118.3 " 347.3 " 469.2 " 515.8 "1886 "1644 "1057 " 140.5 " 528.1 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.72 " " ... Relative Uncertainty +/-10%
Ann. Median 9.592"
Annual Total 6832 "
Maximum Minimum
Daily 198.1 " 0.370"
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.807" 1.598" 0.509" 0.912" 2.176" 5.420" 119.7 " 126.2 " 645.9 $ 53.85 " 50.92 " 4.952" 1
2 1.891" 1.053" 0.653" 0.966" 2.323" 8.941" 145.5 " 133.8 " 588.4 $ 35.45 " 65.81 " 5.282" 2
3 1.701" 0.764" 0.862" 0.890" 2.578" 17.70 " 100.5 " 119.5 " 475.5 " 44.19 " 65.46 " 3.710" 3
4 1.705" 0.636" 0.875" 0.829" 3.607" 41.56 " 101.8 " 283.2 " 377.0 " 46.44 " 53.06 " 7.706" 4
5 1.697" 0.595" 0.758" 1.448" 3.061" 61.05 " 173.5 " 665.8 $ 320.5 " 48.37 " 44.14 " 9.303" 5
6 1.806" 0.357" 0.634" 1.585" 3.728" 51.23 " 122.8 " 444.2 $ 267.4 " 117.8 " 35.66 " 8.474" 6
7 1.853" 0.392" 0.606" 1.297" 8.177" 41.71 " 167.8 " 330.4 " 220.5 " 129.7 " 30.41 " 10.63 " 7
8 2.331" 0.613" 0.546" 1.708" 19.60 " 30.84 " 270.2 " 272.1 " 180.7 " 102.5 " 26.58 " 8.669" 8
9 5.839" 0.878" 0.421" 1.966" 24.79 " 28.00 " 224.9 " 356.4 " 155.2 " 79.85 " 24.09 " 9.259" 9
10 4.796" 0.864" 0.526" 2.123" 20.59 " 28.38 " 244.4 " 566.4 $ 135.3 " 63.26 " 22.39 " 10.68 " 10
11 4.099" 0.852" 0.729" 1.943" 35.92 " 28.20 " 509.7 $ 443.0 " 119.2 " 58.92 " 19.58 " 10.61 " 11
12 3.335" 1.456" 0.690" 1.425" 55.88 " 24.42 " 866.9 $ 331.3 " 103.6 " 53.49 " 16.94 " 7.822" 12
13 2.508" 1.156" 0.713" 1.282" 34.08 " 32.33 " 696.9 $ 267.4 " 92.32 " 46.92 " 14.75 " 5.468" 13
14 2.406" 0.992" 0.707" 1.431" 25.39 " 81.48 " 451.2 " 224.0 " 119.7 " 44.48 " 14.80 " 3.701" 14
15 2.360" 0.922" 0.717" 1.406" 28.08 " 77.54 " 374.3 " 391.3 " 330.8 " 43.30 " 12.91 " 3.668" 15
16 2.105" 0.913" 0.539" 1.367" 25.80 " 56.47 " 316.8 " 395.2 " 352.3 " 43.05 " 10.98 " 3.115" 16
17 2.204" 0.854" 0.240" 1.358" 20.28 " 43.89 " 251.6 " 308.8 " 280.9 " 79.17 " 9.324" 2.446" 17
18 2.455" 0.954" 0.275" 1.572" 15.28 " 67.30 " 347.0 $ 243.9 " 212.0 " 166.5 " 9.425" 2.411" 18
19 2.317" 1.019" 0.323" 1.470" 12.30 " 169.4 " 744.5 $ 196.5 " 166.3 " 153.5 " 8.613" 3.765" 19
20 2.078" 0.933" 0.378" 1.463" 10.73 " 112.6 " 439.2 $ 166.1 " 160.5 " 102.8 " 8.068" 2.503" 20
21 1.868" 0.785" 0.726" 1.634" 9.629" 74.27 " 321.1 " 148.1 " 148.5 " 72.36 " 7.266" 2.166" 21
22 1.771" 0.852" 0.748" 1.603" 8.740" 57.10 " 265.1 " 134.1 " 133.7 " 56.41 " 6.546" 2.092" 22
23 1.732" 0.884" 0.914" 1.708" 8.139" 47.97 " 213.6 " 121.7 " 141.7 " 52.11 " 6.403" 7.400" 23
24 3.020" 0.832" 0.870" 2.204" 7.809" 43.22 " 204.0 " 110.1 " 132.1 " 55.29 " 6.119" 5.564" 24
25 2.094" 0.729" 0.797" 2.561" 7.201" 39.15 " 235.1 " 145.9 " 115.1 " 52.70 " 9.083" 4.050" 25
26 1.988" 0.609" 0.784" 3.472" 6.580" 39.87 " 200.3 " 169.5 " 108.3 " 48.84 " 7.698" 2.539" 26
27 6.152" 0.612" 0.751" 3.045" 6.238" 45.94 " 168.4 " 225.1 " 100.0 " 44.68 " 6.463" 2.699" 27
28 4.003" 0.574" 0.770" 2.631" 6.144" 40.94 " 141.6 " 177.8 " 87.31 " 48.73 " 5.843" 1.985" 28
29 2.570" 0.780" 2.370" 6.003" 86.37 " 124.1 " 200.9 " 73.85 " 53.34 " 5.579" 1.570" 29
30 2.082" 0.786" 2.227" 5.340" 107.0 " 122.7 " 340.5 " 63.79 " 50.81 " 4.563" 1.638" 30
31 1.920" 0.833" 5.669" 127.6 " 525.6 $ 49.16 " 1.919" 31
Mean 2.629" 0.846" 0.660" 1.730" 13.93 " 53.01 " 283.6 $ 276.3 $ 213.6 $ 67.68 " 20.32 " 5.090"
Median 2.204" 0.853" 0.717" 1.579" 8.177" 43.56 " 224.9 $ 243.9 $ 151.9 $ 53.34 " 11.95 " 3.765"
Maximum 6.152" 1.598" 0.914" 3.472" 55.88 " 169.4 " 866.9 $ 665.8 $ 645.9 $ 166.5 " 65.81 " 10.68 "
Minimum 1.697" 0.357" 0.240" 0.829" 2.176" 5.420" 100.5 $ 110.1 $ 63.79 $ 35.45 " 4.563" 1.570"
Total 81.49 " 23.68 " 20.46 " 51.90 " 431.8 "1590 "8793 $8565 $6408 $2098 " 609.5 " 157.8 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 78.99 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.61 $ $ ... Relative Uncertainty +/-20%
Annual Total 28831 $
Maximum Minimum
Daily 866.9 $ 0.240$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.464" 1.340" 2.836" 1.583" 2.514" 24.85 " 168.0 " 333.3 " 97.77 " 201.8 " 34.35 " 4.893# 1
2 1.571" 4.382" 2.532" 1.522" 2.314" 20.81 " 117.1 " 313.0 " 88.54 " 168.4 " 32.04 " 5.430# 2
3 1.352" 3.031" 2.379" 1.275" 2.090" 18.08 " 153.9 "1893 $ 80.55 " 141.8 # 28.62 " 6.542# 3
4 1.970" 1.921" 1.346" 0.994" 1.826" 15.86 " 308.8 "1474 $ 114.1 " 121.3 # 26.67 " 5.657# 4
5 4.746" 1.871" 1.233" 0.926" 1.824" 13.56 " 589.1 $ 735.7 $ 117.2 " 108.4 " 24.39 " 5.094# 5
6 3.597" 1.962" 1.635" 0.941" 1.844" 12.06 " 685.6 $ 438.6 $ 102.2 " 97.69 " 22.48 " 4.198# 6
7 3.230" 1.448" 1.356" 1.247" 1.785" 11.25 " 360.8 " 339.5 " 105.4 " 89.12 " 20.54 " 3.590# 7
8 1.756" 1.563" 1.176" 3.355" 1.773" 11.02 " 262.6 " 295.1 " 128.4 " 80.98 " 18.28 " 4.115# 8
9 1.377" 1.235" 0.884" 2.648" 1.745" 10.34 " 297.8 " 251.2 " 158.8 " 71.18 " 15.91 " 3.533# 9
10 1.853" 0.564" 0.430" 6.772" 1.725" 10.09 " 686.0 $ 249.4 " 315.3 " 63.77 " 14.68 # 3.896# 10
11 1.473" 0.306" 0.566" 17.00 " 1.701" 9.845"1176 $ 522.6 $ 445.3 " 47.85 " 13.40 # 3.944# 11
12 1.267" 0.618" 0.564" 22.98 " 14.67 " 9.980" 616.7 $ 531.8 $ 373.5 " 95.67 " 12.48 # 3.668# 12
13 0.894" 0.505" 0.591" 15.00 " 13.40 " 9.422" 390.0 " 354.3 " 350.8 " 102.4 " 12.04 # 3.792# 13
14 0.489" 2.872" 0.716" 10.18 " 10.10 " 8.757" 399.8 " 296.1 " 307.8 " 90.47 " 11.49 # 4.584# 14
15 0.412" 2.003" 0.849" 7.745" 10.91 " 8.403" 372.5 " 247.5 " 250.5 " 81.15 " 9.743# 5.616# 15
16 0.507" 2.981" 4.307" 6.493" 21.21 " 8.294" 309.2 " 275.4 " 200.2 " 73.91 " 7.965# 5.532# 16
17 0.450" 3.651" 3.698" 5.242" 30.43 " 8.081" 251.6 " 287.3 " 155.0 " 70.24 " 6.704# 4.478# 17
18 0.555" 3.764" 3.308" 5.753" 27.37 " 7.784" 202.1 " 247.9 " 133.3 " 65.73 " 7.961# 4.053# 18
19 0.665" 3.139" 2.214" 5.515" 18.11 " 7.468" 169.6 " 202.2 " 132.1 " 61.09 " 8.773# 4.267# 19
20 2.208" 2.159" 2.066" 4.769" 15.57 " 7.359" 161.3 " 180.1 " 238.3 " 58.37 " 9.402# 3.578# 20
21 3.186" 2.197" 1.994" 4.277" 80.41 " 7.386" 163.7 " 201.2 " 390.3 $ 55.69 " 10.57 # 2.302# 21
22 2.134" 1.922" 1.743" 3.366" 72.82 " 7.502" 160.4 " 360.0 " 779.7 $ 51.67 " 9.360# 2.746# 22
23 1.459" 1.598" 1.372" 3.293" 36.42 " 11.48 " 148.2 " 346.9 " 996.4 $ 47.76 " 8.857# 3.409# 23
24 1.192" 1.498" 1.350" 3.363" 28.22 " 15.93 " 129.0 " 307.1 " 759.6 $ 44.24 " 7.054# 3.023# 24
25 1.192" 1.405" 1.346" 3.167" 24.94 " 157.1 " 123.8 " 263.2 " 490.8 $ 41.67 " 8.077# 2.368# 25
26 0.939" 1.184" 1.151" 3.097" 22.52 " 195.2 " 153.0 " 207.0 " 364.2 " 40.69 " 8.277# 2.364# 26
27 0.851" 1.437" 1.199" 2.623" 20.07 " 219.8 " 180.9 " 167.4 " 308.4 " 42.83 " 8.405# 2.895# 27
28 0.857" 3.098" 1.300" 2.965" 18.51 " 302.8 " 163.1 " 147.1 " 246.8 " 45.10 " 7.674# 2.906# 28
29 0.814" 0.963" 2.656" 18.12 " 212.6 " 134.5 " 140.0 " 206.3 " 42.82 " 4.954# 3.377# 29
30 0.778" 0.740" 2.440" 16.36 " 191.0 " 239.2 " 127.0 " 207.3 " 40.13 " 4.124# 3.535# 30
31 1.015" 0.786" 23.70 " 365.3 " 108.5 " 37.27 " 2.930# 31
Mean 1.492" 1.988" 1.569" 5.106" 17.58 " 51.81 " 311.0 $ 382.0 $ 288.2 $ 76.81 # 13.84 # 3.946#
Median 1.267" 1.896" 1.346" 3.324" 15.57 " 11.13 " 239.2 $ 287.3 $ 222.8 $ 65.73 # 10.16 # 3.792#
Maximum 4.746" 4.382" 4.307" 22.98 " 80.41 " 302.8 "1176 $1893 $ 996.4 $ 201.8 # 34.35 # 6.542#
Minimum 0.412" 0.306" 0.430" 0.926" 1.701" 7.359" 117.1 $ 108.5 $ 80.55 $ 37.27 # 4.124# 2.302#
Total 46.26" 55.65" 48.63" 153.2 " 545.0 " 1554 " 9640 $11843 $ 8645 $ 2381 # 415.3 # 122.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 97.12 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.743$ # ... Relative Uncertainty +/-15%
Annual Total 35450 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1893 $ 0.306$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.370# 0.072# 0.144# 1.156# 1.608" 4.359" 120.8 " 217.6 " 243.9 " 34.99 " 11.52 " 4.237" 1
2 2.129# 0.362# 0.058# 0.763# 1.687" 4.077" 133.4 " 213.4 " 197.2 " 36.07 " 12.23 " 5.605" 2
3 1.971# 0.279# 0.768# 0.429# 1.710" 3.832" 218.0 " 169.6 " 165.1 " 34.36 " 12.41 " 4.709" 3
4 1.127# 0.252# 0.615# 0.242# 1.585" 3.895" 153.1 " 145.0 " 140.4 " 31.47 " 11.72 " 5.000" 4
5 1.184# 0.157# 0.509# 0.730# 1.636" 4.342" 122.2 " 181.1 " 132.5 " 29.83 " 12.20 " 4.499" 5
6 1.988# 0.161# 0.102# 1.164# 1.509" 8.166" 110.5 " 309.5 " 147.7 " 32.06 " 9.395" 3.915" 6
7 2.091# 0.178# 0.001# 0.476# 1.664" 31.69 " 264.4 " 257.2 " 187.1 " 37.73 " 8.127" 4.174" 7
8 1.685# 0.000# 0.496# 0.280# 1.976" 30.29 " 569.7 $ 191.0 " 166.1 " 37.39 " 8.236" 3.386" 8
9 0.654# 0.057# 1.051# 0.504# 2.884" 29.88 " 328.0 " 152.6 " 145.2 " 33.70 " 7.733" 2.857" 9
10 0.418# 0.676# 0.949# 0.831# 5.328" 41.76 " 217.7 " 129.6 " 126.1 " 31.03 " 10.25 " 2.432" 10
11 1.269# 0.936# 0.729# 0.727# 8.242" 206.4 " 155.9 " 139.1 " 106.7 " 31.38 " 16.73 " 3.819" 11
12 2.086# 0.498# 0.458# 0.981# 5.616" 173.1 " 130.1 " 307.7 " 89.19 " 51.68 " 17.85 " 3.461" 12
13 2.169# 0.420# 0.920# 3.554# 4.291" 154.6 " 119.4 " 320.9 " 71.53 " 70.74 " 15.44 " 2.406" 13
14 1.682# 0.363# 0.254# 3.003# 3.735" 85.15 " 101.3 " 308.0 " 63.04 " 49.75 " 14.11 " 2.083" 14
15 1.322# 0.296# 0.475# 2.704# 3.663" 58.68 " 88.84 " 287.3 " 57.26 " 39.96 " 11.85 " 1.913" 15
16 0.922# 0.655# 0.592# 4.053# 4.751" 61.52 " 79.69 " 230.1 " 53.78 " 38.82 " 8.789" 1.827" 16
17 0.306# 0.520# 0.690# 3.323# 5.647" 270.5 " 68.63 " 198.8 " 51.13 " 39.09 " 7.747" 1.382" 17
18 0.027# 0.678# 0.963# 1.873# 6.507" 167.4 " 60.64 " 237.2 " 47.76 " 38.44 " 7.052" 0.750" 18
19 0.071# 0.783# 0.473# 2.726# 9.031" 97.29 " 55.12 " 207.7 " 56.66 " 34.28 " 6.056" 0.873" 19
20 1.011# 0.845# 0.457# 2.197# 5.999" 70.07 " 51.08 " 230.2 " 73.62 " 28.22 " 5.429" 1.083" 20
21 0.735# 0.288# 0.676# 2.194" 5.401" 56.53 " 108.6 " 314.8 " 61.91 " 29.66 " 4.796" 1.564" 21
22 1.068# 0.020# 1.275# 2.395" 8.032" 84.07 " 439.7 " 310.0 " 54.56 " 33.61 " 4.485" 1.360" 22
23 0.899# 1.102# 0.834# 2.158" 7.033" 121.2 " 322.9 " 455.0 $ 49.07 " 31.23 " 4.240" 0.999" 23
24 0.431# 1.438# 1.005# 2.188" 5.389" 92.53 " 228.8 " 788.5 $ 45.01 " 25.38 " 3.694" 1.271" 24
25 0.241# 1.212# 0.820# 2.933" 4.845" 82.40 " 185.2 " 907.5 $ 30.60 " 21.13 " 3.645" 2.299" 25
26 0.420# 0.758# 1.015# 2.366" 4.573" 63.56 " 146.8 " 931.3 $ 36.47 " 17.25 " 3.644" 2.116" 26
27 0.630# 0.526# 0.665# 2.067" 4.472" 152.2 " 120.2 " 906.0 $ 42.36 " 14.18 " 3.906" 1.719" 27
28 0.406# 0.792# 0.125# 2.065" 4.239" 343.3 " 103.8 " 636.7 $ 39.61 " 13.74 " 9.096" 1.427" 28
29 0.538# 0.270# 1.330# 1.901" 4.162" 223.6 " 96.14 " 397.9 " 35.87 " 11.20 " 6.086" 2.225" 29
30 0.191# 0.420# 1.570" 4.123" 152.6 " 279.4 " 331.2 " 34.52 " 10.22 " 4.262" 2.220" 30
31 0.327# 0.567# 4.256" 253.4 " 287.4 " 11.21 " 1.843" 31
Mean 1.044# 0.503# 0.627# 1.785# 4.374" 95.97 " 175.3 $ 345.2 $ 91.73 " 31.61 " 8.758" 2.563"
Median 0.922# 0.420# 0.615# 1.983# 4.291" 76.24 " 130.1 $ 287.3 $ 62.47 " 32.06 " 8.181" 2.220"
Maximum 2.370# 1.438# 1.330# 4.053# 9.031" 343.3 " 569.7 $ 931.3 $ 243.9 " 70.74 " 17.85 " 5.605"
Minimum 0.027# 0.000# 0.001# 0.242# 1.509" 3.832" 51.08 $ 129.6 $ 30.60 " 10.22 " 3.644" 0.750"
Total 32.37# 14.60# 19.44# 53.55# 135.6 " 2879 " 5434 $10700 $ 2752 " 979.8 " 262.7 " 79.45"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 63.78 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.922$ # ... Relative Uncertainty +/-15%
Annual Total 23342 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 931.3 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.635" 0.511" 0.362" 23.29 " 4.012" 21.56 " 184.4 " 85.00 " 134.9 " 271.4 " 65.98 " 20.00 " 1
2 1.448" 0.608" 0.316" 51.12 " 4.146" 20.75 " 150.7 " 103.0 " 123.6 " 309.8 " 60.58 " 17.14 " 2
3 1.277" 0.601" 0.527" 15.68 " 4.716" 20.39 " 151.3 " 120.5 " 129.4 " 267.3 " 56.94 " 15.11 " 3
4 1.440" 0.578" 0.549" 8.196" 6.736" 27.72 " 264.6 " 109.1 " 138.1 " 246.8 " 52.34 " 14.03 " 4
5 1.425" 0.580" 0.546" 8.025" 5.104" 26.70 " 250.5 " 96.72 " 253.8 $ 249.0 " 56.49 " 13.08 " 5
6 1.390" 0.566" 5.125" 7.211" 4.329" 29.25 " 195.3 " 88.23 "1299 $ 344.7 " 63.01 " 11.99 " 6
7 1.867" 0.958" 3.690" 6.921" 4.034" 93.87 " 157.9 " 81.98 "1512 $ 374.6 " 58.63 " 19.33 " 7
8 1.679" 1.337" 2.093" 6.243" 3.998" 102.5 " 133.4 " 75.47 "1388 $ 305.6 " 58.68 " 14.28 " 8
9 1.527" 0.824" 1.529" 5.832" 3.819" 154.6 " 116.4 " 69.74 " 895.6 $ 290.5 " 58.42 " 16.55 " 9
10 2.357" 0.674" 1.309" 6.346" 3.793" 341.3 " 102.4 " 69.18 " 631.0 $ 245.9 " 52.07 " 17.58 " 10
11 1.879" 0.751" 1.670" 7.033" 4.118" 288.5 " 91.00 " 70.76 " 420.5 " 196.5 " 46.58 " 22.54 " 11
12 1.426" 0.967" 1.760" 7.204" 4.079" 269.1 " 83.65 " 89.86 " 389.5 " 167.9 " 43.16 " 23.18 " 12
13 1.085" 0.902" 1.668" 7.068" 11.79 " 309.5 " 103.3 " 276.9 " 379.8 " 148.3 " 40.08 " 19.90 " 13
14 0.890" 0.865" 1.689" 6.534" 13.50 " 221.3 " 166.3 " 343.1 " 376.4 " 130.5 " 35.90 " 19.79 " 14
15 0.830" 1.021" 1.411" 5.926" 10.43 " 192.3 " 150.2 " 329.0 " 342.0 " 115.8 " 33.15 " 17.78 " 15
16 0.644" 1.001" 1.104" 3.917" 76.88 " 154.6 " 124.7 "2421 $ 292.4 " 96.75 " 31.34 " 15.30 " 16
17 0.576" 0.874" 1.191" 3.638" 166.9 " 156.7 " 108.1 "2994 $ 354.4 " 88.60 " 26.69 " 13.27 " 17
18 0.815" 0.823" 1.062" 8.208" 75.79 " 138.8 " 102.3 "2765 $ 417.1 " 82.87 " 24.17 " 12.28 " 18
19 0.795" 0.634" 0.918" 11.82 " 375.0 " 118.1 " 99.47 "1469 $ 337.3 " 71.13 " 21.08 " 10.60 " 19
20 0.757" 1.924" 0.751" 11.78 " 280.1 " 102.0 " 99.99 " 788.5 $ 296.0 " 68.79 " 21.56 " 10.22 " 20
21 0.828" 2.759" 0.702" 12.15 " 130.1 " 87.77 " 443.9 $ 589.8 $ 277.6 " 78.71 " 19.46 " 8.859" 21
22 0.851" 1.835" 0.702" 15.74 " 88.22 " 77.62 " 414.8 " 446.8 " 269.9 " 121.3 " 17.88 " 13.53 " 22
23 0.840" 1.362" 0.687" 14.95 " 60.78 " 174.3 " 303.1 " 355.0 " 268.8 " 110.5 " 15.85 " 14.41 " 23
24 0.700" 0.928" 0.758" 18.09 " 47.18 " 337.0 " 236.3 " 312.6 " 264.5 " 92.87 " 13.43 " 18.37 " 24
25 0.324" 0.493" 0.703" 13.33 " 39.62 " 253.0 " 187.9 " 268.5 " 213.8 " 88.52 " 12.26 " 16.30 " 25
26 0.247" 0.822" 0.684" 8.080" 35.26 " 203.3 " 162.6 " 230.4 " 179.7 " 86.17 " 10.55 " 9.907" 26
27 0.327" 0.695" 2.128" 5.634" 31.29 " 175.8 " 143.6 " 207.6 " 171.1 " 79.16 " 19.99 " 6.960" 27
28 0.426" 0.486" 2.865" 4.891" 29.05 " 145.7 " 129.1 " 199.6 " 171.0 " 70.64 " 28.02 " 5.836" 28
29 0.285" 1.884" 4.529" 26.61 " 132.2 " 116.9 " 190.4 " 162.0 " 63.33 " 29.84 " 6.582" 29
30 0.242" 2.065" 4.205" 24.28 " 188.9 " 104.6 " 175.1 " 165.6 " 61.60 " 23.74 " 8.389" 30
31 0.371" 2.353" 22.42 " 92.80 " 153.4 " 67.41 " 7.694" 31
Mean 1.006" 0.942" 1.445" 10.45 " 51.55 " 152.2 " 166.8 $ 502.4 $ 408.5 $ 161.1 " 36.60 " 14.22 "
Median 0.840" 0.823" 1.191" 7.207" 22.42 " 150.2 " 143.6 $ 199.6 $ 285.0 $ 115.8 " 32.25 " 14.28 "
Maximum 2.357" 2.759" 5.125" 51.12 " 375.0 " 341.3 " 443.9 $2994 $1512 $ 374.6 " 65.98 " 23.18 "
Minimum 0.242" 0.486" 0.316" 3.638" 3.793" 20.39 " 83.65 $ 69.18 $ 123.6 $ 61.60 " 10.55 " 5.836"
Total 31.18" 26.38" 44.80" 313.6 " 1598 " 4565 " 5172 $15575 $12256 $ 4993 " 1098 " 440.8 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 126.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 26.69 $ $ ... Relative Uncertainty +/-20%
Annual Total 46113 $
Maximum Minimum
Daily 2994 $ 0.242$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.408" 2.456" 3.011" 1.919" 5.188" 2.667" 5.682" 55.64 " 126.7 " 20.10 " 4.492" 5.275" 1
2 7.353" 2.440" 2.395" 1.649" 3.347" 2.490" 5.303" 67.83 " 97.47 " 16.37 " 4.287" 4.879" 2
3 7.099" 2.056" 1.880" 1.649" 2.830" 2.234" 6.021" 57.95 " 71.47 " 15.86 " 4.200" 4.299" 3
4 8.231" 1.915" 1.833" 1.729" 2.697" 2.172" 7.404" 44.82 " 57.07 " 24.86 " 3.957" 3.898" 4
5 6.910" 1.842" 1.528" 1.728" 2.604" 2.124" 6.686" 44.78 " 49.29 " 32.29 " 4.168" 3.213" 5
6 13.48 " 1.529" 1.501" 8.897" 2.532" 2.053" 6.358" 46.35 " 43.83 " 26.34 " 3.782" 2.777" 6
7 20.24 " 1.074" 1.758" 12.12 " 2.542" 2.106" 5.403" 101.4 " 36.96 " 22.12 " 3.769" 2.607" 7
8 19.42 " 1.288" 1.502" 5.727" 2.354" 2.163" 4.900" 217.1 " 32.88 " 18.60 " 3.340" 2.394" 8
9 16.01 " 2.487" 1.375" 3.576" 2.901" 2.149" 5.324" 123.6 " 29.85 " 16.03 " 3.989" 2.318" 9
10 10.41 " 5.303" 1.203" 2.624" 3.067" 2.132" 5.846" 78.84 " 28.85 " 15.20 " 4.205" 2.236" 10
11 6.911" 3.316" 5.458" 2.338" 2.536" 2.146" 5.061" 56.17 " 43.18 " 15.06 " 4.280" 2.180" 11
12 5.717" 2.848" 10.03 " 2.244" 2.283" 2.319" 5.580" 55.51 " 101.6 " 20.44 " 4.460" 2.172" 12
13 5.832" 2.721" 4.623" 1.983" 2.222" 2.383" 5.255" 64.36 " 122.4 " 26.10 " 4.407" 1.927" 13
14 5.464" 2.408" 2.507" 1.908" 2.134" 2.381" 5.278" 58.16 " 91.72 " 23.25 " 4.123" 4.404" 14
15 5.329" 2.059" 2.322" 2.025" 2.193" 2.486" 4.944" 91.72 " 74.26 " 24.79 " 3.742" 9.705" 15
16 5.905" 1.954" 2.178" 1.881" 2.070" 2.349" 4.693" 143.3 " 59.36 " 23.64 " 3.522" 5.259" 16
17 6.506" 1.853" 1.955" 1.747" 2.140" 2.249" 4.485" 97.41 " 49.07 " 20.09 " 3.287" 4.369" 17
18 6.549" 1.843" 1.511" 1.683" 2.104" 2.257" 4.503" 73.62 " 52.23 " 18.23 " 2.796" 3.700" 18
19 7.403" 1.923" 1.366" 1.578" 2.020" 3.009" 4.398" 236.8 " 51.17 " 16.24 " 2.867" 2.401" 19
20 8.642" 1.955" 1.713" 1.552" 2.053" 5.418" 8.075" 259.4 " 48.64 " 14.34 " 2.747" 1.857" 20
21 7.503" 1.842" 1.688" 1.604" 2.007" 3.885" 26.72 " 183.3 " 46.26 " 13.53 " 2.853" 1.639" 21
22 12.03 " 1.637" 1.471" 1.609" 1.907" 3.147" 31.51 " 532.3 $ 47.21 " 13.13 " 2.849" 1.491" 22
23 5.835" 1.550" 1.347" 1.710" 1.995" 3.868" 17.58 " 742.8 $ 42.91 " 11.39 " 2.586" 1.493" 23
24 4.061" 1.448" 3.194" 1.904" 2.145" 4.157" 23.24 " 351.3 " 36.73 " 9.362" 2.554" 1.279" 24
25 4.512" 5.972" 5.633" 1.943" 2.748" 4.610" 43.24 " 281.4 " 34.87 " 8.180" 3.511" 1.199" 25
26 5.675" 9.156" 4.719" 1.832" 3.130" 4.116" 34.32 " 201.7 " 28.17 " 7.612" 3.249" 1.231" 26
27 4.777" 5.849" 3.007" 1.857" 2.718" 3.529" 47.39 " 130.3 " 22.93 " 7.139" 3.790" 1.029" 27
28 3.804" 3.835" 2.245" 8.008" 2.596" 3.923" 88.36 " 111.2 " 23.09 " 5.725" 3.270" 1.112" 28
29 2.954" 2.050" 8.973" 2.599" 4.493" 55.40 " 97.88 " 23.32 " 5.336" 3.432" 1.066" 29
30 2.633" 2.235" 8.088" 2.650" 5.579" 43.71 " 82.00 " 21.87 " 5.387" 4.730" 2.191" 30
31 2.743" 2.156" 2.738" 41.59 " 102.6 " 4.808" 7.756" 31
Mean 7.689" 2.734" 2.625" 3.270" 2.550" 3.020" 18.20 " 154.6 $ 53.18 " 16.18 " 3.641" 3.012"
Median 6.549" 2.005" 2.050" 1.906" 2.536" 2.435" 6.021" 97.88 $ 46.74 " 16.03 " 3.756" 2.318"
Maximum 20.24 " 9.156" 10.03 " 12.12 " 5.188" 5.579" 88.36 " 742.8 $ 126.7 " 32.29 " 4.730" 9.705"
Minimum 2.633" 1.074" 1.203" 1.552" 1.907" 2.053" 4.398" 44.78 $ 21.87 " 4.808" 2.554" 1.029"
Total 238.3 " 76.56 " 81.39 " 98.09 " 79.05 " 90.59 " 564.3 "4791 $1595 " 501.6 " 109.2 " 93.36 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.79 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.280$ $ ... Relative Uncertainty +/-20%
Annual Total 8319 $
Maximum Minimum
Daily 742.8 $ 1.029$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.793" 1.224" 1.524" 0.774" 34.35 " 7.185" 149.7 "1212 $ 619.7 $ 262.6 " 36.97 " 5.443" 1
2 2.915" 1.075" 2.350" 0.759" 22.88 " 6.104" 291.5 " 735.3 $ 434.2 " 215.5 " 32.93 " 7.918" 2
3 2.423" 2.251" 2.758" 0.841" 17.41 " 5.446" 289.7 " 428.7 " 357.5 " 166.1 " 29.65 " 12.00 " 3
4 2.878" 5.856" 2.628" 4.444" 15.82 " 5.055" 164.8 " 337.9 " 324.6 " 125.1 " 26.31 " 7.962" 4
5 3.392" 7.757" 2.143" 10.21 " 16.03 " 4.683" 109.0 " 287.2 " 323.7 " 109.5 " 23.14 " 4.436" 5
6 2.911" 6.122" 1.987" 10.18 " 15.31 " 4.406" 88.27 " 301.7 " 278.4 " 105.2 " 20.80 " 3.713" 6
7 1.791" 2.906" 1.846" 9.305" 14.62 " 4.237" 79.71 " 426.3 " 263.7 " 96.43 " 19.17 " 3.476" 7
8 1.500" 1.421" 1.439" 8.563" 13.98 " 4.177" 291.9 " 346.2 " 366.7 " 110.3 " 18.09 " 3.589" 8
9 1.316" 1.542" 1.308" 8.670" 13.11 " 4.192" 409.9 $ 284.3 " 343.9 " 199.2 " 12.48 " 4.041" 9
10 1.275" 1.487" 1.195" 8.670" 12.55 " 4.130" 199.6 " 254.9 " 295.6 " 188.1 " 10.83 " 3.196" 10
11 5.348" 3.763" 1.191" 8.081" 12.29 " 3.989" 129.3 " 312.2 " 260.8 " 189.4 " 12.26 " 2.982" 11
12 12.37 " 3.223" 0.886" 8.765" 12.29 " 3.880" 98.79 " 265.9 " 321.5 " 147.9 " 10.97 " 2.830" 12
13 5.982" 2.766" 0.849" 8.647" 12.19 " 4.547" 80.80 " 208.9 " 418.4 " 115.7 " 8.988" 2.868" 13
14 3.698" 3.230" 1.174" 8.704" 11.70 " 5.295" 69.09 " 174.6 " 374.0 " 95.14 " 8.711" 2.980" 14
15 2.783" 2.811" 2.966" 28.07 " 13.37 " 5.508" 57.40 " 149.5 " 392.9 " 80.36 " 7.315" 5.050" 15
16 3.195" 2.451" 4.220" 28.57 " 14.71 " 5.961" 51.09 " 133.6 " 377.6 " 69.22 " 7.098" 9.018" 16
17 2.230" 2.061" 2.719" 14.73 " 15.39 " 6.408" 47.51 " 122.0 " 353.6 " 63.72 " 6.067" 9.341" 17
18 1.993" 1.862" 1.840" 11.18 " 15.55 " 5.481" 44.87 " 110.9 " 372.9 " 82.89 " 5.038" 16.33 " 18
19 1.765" 1.903" 1.640" 9.880" 16.00 " 4.750" 55.31 " 107.7 " 361.3 " 79.42 " 5.113" 10.17 " 19
20 1.710" 1.696" 1.637" 9.457" 16.81 " 4.362" 200.0 " 133.8 " 323.4 " 64.02 " 5.832" 7.261" 20
21 1.664" 1.522" 1.418" 9.449" 14.66 " 4.325" 202.9 " 120.8 " 322.0 " 52.06 " 5.379" 7.818" 21
22 1.429" 1.578" 1.170" 8.909" 12.73 " 4.611" 361.9 " 153.3 " 335.9 " 61.24 " 4.601" 7.425" 22
23 1.395" 1.812" 0.894" 21.24 " 11.97 " 7.701" 362.1 " 639.5 $ 317.8 " 50.72 " 4.653" 5.545" 23
24 1.578" 2.841" 0.785" 18.36 " 12.03 " 12.93 " 830.6 $ 474.7 $ 574.1 $ 45.10 " 4.556" 4.655" 24
25 1.992" 4.462" 0.718" 17.86 " 11.80 " 17.86 " 670.8 $ 334.2 " 821.3 $ 41.21 " 4.266" 3.655" 25
26 9.538" 2.419" 0.738" 14.39 " 8.170" 14.76 " 392.1 " 712.2 $ 630.7 $ 38.68 " 3.935" 3.223" 26
27 4.744" 1.760" 0.829" 12.84 " 6.819" 30.27 " 320.0 "1005 $ 463.8 " 40.52 " 3.606" 2.861" 27
28 2.899" 1.314" 0.833" 11.69 " 7.927" 326.2 " 414.9 " 585.4 $ 378.0 " 43.65 " 4.213" 2.497" 28
29 2.212" 0.792" 12.42 " 11.19 " 201.9 " 346.0 "1172 $ 336.8 " 44.55 " 3.718" 2.145" 29
30 1.649" 0.722" 26.80 " 10.19 " 118.8 " 960.5 $2128 $ 303.7 " 42.94 " 3.648" 2.927" 30
31 1.321" 0.768" 8.901" 2217 $1090 $ 40.00 " 6.974" 31
Mean 3.119" 2.683" 1.547" 11.75 " 13.96 " 27.97 " 322.2 $ 475.8 $ 388.3 $ 98.92 " 11.68 " 5.624"
Median 2.230" 2.156" 1.308" 9.669" 13.11 " 5.370" 200.0 $ 312.2 $ 355.6 $ 80.36 " 7.206" 4.436"
Maximum 12.37 " 7.757" 4.220" 28.57 " 34.35 " 326.2 "2217 $2128 $ 821.3 $ 262.6 " 36.97 " 16.33 "
Minimum 1.275" 1.075" 0.718" 0.759" 6.819" 3.880" 44.87 $ 107.7 $ 260.8 $ 38.68 " 3.606" 2.145"
Total 96.68" 75.11" 47.97" 352.5 " 432.8 " 839.2 " 9987 $14749 $11648 $ 3066 " 350.3 " 174.3 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 114.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.83 $ $ ... Relative Uncertainty +/-20%
Annual Total 41820 $
Maximum Minimum
Daily 2217 $ 0.718$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.729" 0.728" 3.549" 13.25 " 2.969" 77.64 " 130.3 " 602.6 $ 41.64 " 64.19 " 13.65 " 11.59 " 1
2 3.540" 0.639" 2.337" 13.01 " 2.895" 55.86 " 101.0 " 511.5 " 46.89 " 59.48 " 11.54 " 9.069" 2
3 3.400" 1.273" 2.101" 6.166" 2.781" 37.20 " 84.38 " 446.2 " 44.02 " 52.79 " 10.61 " 6.400" 3
4 2.570" 1.610" 1.930" 4.075" 2.663" 29.34 " 77.99 " 348.2 " 38.91 " 47.76 " 11.15 " 5.260" 4
5 2.265" 1.342" 1.574" 3.118" 2.468" 27.37 " 83.74 " 299.2 " 35.53 " 48.02 " 12.84 " 4.908" 5
6 2.166" 0.974" 1.381" 2.673" 2.493" 25.84 " 72.97 " 253.4 " 33.10 " 46.00 " 17.97 " 4.422" 6
7 2.022" 0.842" 1.358" 2.560" 2.541" 23.39 " 59.40 " 216.7 " 31.29 " 42.71 " 25.39 " 4.230" 7
8 1.805" 0.818" 1.200" 2.022" 2.499" 18.80 " 52.42 " 185.2 " 29.75 " 38.32 " 27.16 " 4.525" 8
9 1.488" 0.804" 1.121" 2.617" 2.515" 24.03 " 54.30 " 159.3 " 20.23 " 34.82 " 23.52 " 4.380" 9
10 1.407" 0.753" 1.198" 3.135" 10.48 " 50.06 " 80.77 " 143.0 " 23.20 " 31.25 " 19.87 " 7.880" 10
11 1.424" 0.730" 1.267" 2.797" 14.20 " 50.70 " 120.2 " 128.5 " 26.44 " 29.42 " 16.73 " 4.931" 11
12 1.350" 1.045" 1.197" 2.444" 9.594" 41.69 " 106.0 " 110.9 " 26.86 " 27.65 " 14.62 " 5.075" 12
13 1.222" 0.959" 3.237" 2.252" 7.001" 37.08 " 86.31 " 99.40 " 28.95 " 26.42 " 12.37 " 6.663" 13
14 1.130" 0.903" 6.507" 1.841" 6.687" 32.13 " 73.78 " 90.96 " 30.44 " 25.34 " 10.46 " 5.709" 14
15 3.075" 0.945" 5.020" 1.934" 10.62 " 48.93 " 165.0 " 82.82 " 29.51 " 23.67 " 9.075" 5.290" 15
16 3.466" 2.210" 4.452" 1.893" 9.703" 176.8 " 453.9 " 69.57 " 28.42 " 21.27 " 7.880" 4.920" 16
17 2.436" 2.482" 3.341" 2.460" 7.453" 124.4 " 315.8 " 63.29 " 36.05 " 16.94 " 7.192" 4.330" 17
18 4.624" 2.362" 2.479" 3.862" 6.504" 82.47 " 363.1 $ 58.65 " 59.88 " 14.01 " 6.849" 4.010" 18
19 3.438" 2.049" 2.096" 3.800" 5.949" 60.78 " 731.9 $ 57.31 " 65.75 " 11.15 " 6.606" 3.706" 19
20 2.427" 1.875" 1.718" 3.655" 5.426" 48.91 " 431.5 $ 54.68 " 55.96 " 8.812" 5.959" 3.633" 20
21 2.099" 1.632" 1.814" 3.746" 5.054" 41.82 " 291.9 " 50.39 " 56.71 " 8.636" 5.587" 3.197" 21
22 1.942" 1.516" 1.694" 4.560" 7.593" 37.09 " 217.7 " 46.74 " 62.92 " 8.771" 4.849" 3.341" 22
23 1.545" 1.314" 1.699" 4.956" 21.03 " 33.38 " 529.2 $ 45.40 " 52.21 " 8.393" 5.284" 3.276" 23
24 1.238" 1.093" 1.387" 4.626" 30.37 " 31.51 "1294 $ 43.73 " 43.99 " 11.08 " 5.981" 4.419" 24
25 1.200" 0.929" 1.585" 4.270" 40.91 " 45.49 " 691.6 $ 42.64 " 99.20 " 15.26 " 6.873" 4.105" 25
26 0.989" 0.750" 1.686" 3.594" 36.03 " 55.98 " 401.7 " 41.41 " 147.4 " 21.52 " 15.98 " 4.091" 26
27 0.861" 0.774" 1.611" 3.549" 23.55 " 56.84 " 351.0 " 39.88 " 97.73 " 18.24 " 8.539" 5.952" 27
28 0.772" 1.664" 1.536" 3.323" 34.06 " 223.7 " 411.9 " 39.07 " 86.42 " 19.33 " 7.331" 4.895" 28
29 0.743" 3.019" 1.659" 3.265" 100.2 " 319.8 " 457.9 " 38.33 " 77.02 " 19.32 " 10.06 " 4.415" 29
30 0.664" 1.676" 3.121" 58.58 " 203.5 " 699.2 $ 39.75 " 70.01 " 17.56 " 14.42 " 3.563" 30
31 0.625" 1.802" 40.38 " 870.4 $ 39.75 " 15.74 " 3.151" 31
Mean 2.054" 1.312" 2.168" 3.952" 16.62 " 70.75 " 318.1 $ 143.5 $ 50.88 " 26.90 " 11.88 " 5.011"
Median 1.805" 1.045" 1.694" 3.294" 7.453" 47.20 " 217.7 $ 69.57 $ 42.82 " 21.52 " 10.53 " 4.422"
Maximum 5.729" 3.019" 6.507" 13.25 " 100.2 " 319.8 "1294 $ 602.6 $ 147.4 " 64.19 " 27.16 " 11.59 "
Minimum 0.625" 0.639" 1.121" 1.841" 2.468" 18.80 " 52.42 $ 38.33 $ 20.23 " 8.393" 4.849" 3.151"
Total 63.66 " 38.03 " 67.21 " 118.6 " 515.2 "2123 "9861 $4449 $1526 " 833.9 " 356.3 " 155.3 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 54.94 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.335$ $ ... Relative Uncertainty +/-20%
Annual Total 20107 $
Maximum Minimum
Daily 1294 $ 0.625$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.546" 1.565" 1.675" 2.826" 1.634" 4.129" 422.8 $ 158.9 " 146.8 " 201.8 " 21.89 " 11.10 " 1
2 2.662" 1.368" 1.622" 2.297" 1.531" 3.481" 317.3 " 142.1 " 193.5 " 166.9 " 18.95 " 9.748" 2
3 2.592" 1.204" 1.448" 2.163" 1.488" 3.314" 248.1 " 128.0 " 153.6 " 150.3 " 16.46 " 8.193" 3
4 2.180" 1.056" 1.444" 1.981" 1.484" 3.284" 186.5 " 117.2 " 116.1 " 132.3 " 13.99 " 10.71 " 4
5 1.668" 1.873" 1.414" 1.816" 1.444" 3.381" 146.7 " 113.3 " 125.6 " 117.8 " 11.75 " 12.95 " 5
6 1.622" 5.409" 1.326" 1.644" 1.408" 3.421" 128.9 " 181.9 " 153.0 " 107.4 " 9.522" 12.84 " 6
7 1.612" 3.526" 1.214" 1.575" 1.399" 3.360" 134.2 " 229.7 " 152.2 " 99.72 " 10.10 " 12.64 " 7
8 2.000" 3.315" 1.145" 1.474" 1.319" 3.391" 142.3 " 167.5 " 226.1 " 93.16 " 9.169" 8.454" 8
9 2.234" 2.812" 1.000" 1.507" 1.294" 3.153" 223.0 " 144.5 " 244.4 " 88.74 " 9.221" 5.692" 9
10 4.253" 2.241" 0.974" 1.272" 1.328" 4.585" 423.2 " 143.3 " 285.8 " 83.23 " 11.10 " 4.775" 10
11 3.323" 1.889" 1.020" 1.343" 1.366" 7.113" 406.4 " 201.2 " 544.0 $ 72.36 " 10.45 " 4.195" 11
12 2.777" 1.590" 0.936" 1.150" 1.255" 12.85 " 295.3 " 229.4 " 612.4 $ 61.81 " 12.54 " 3.858" 12
13 3.071" 1.415" 5.270" 1.084" 1.178" 14.75 " 212.6 " 308.5 " 418.1 " 44.20 " 40.41 " 3.568" 13
14 2.511" 1.253" 4.014" 1.003" 1.252" 10.72 " 165.6 " 697.3 $ 359.1 " 51.98 " 60.05 " 3.311" 14
15 2.206" 0.972" 3.532" 1.031" 1.234" 8.136" 139.0 "1686 $ 581.9 $ 49.02 " 37.48 " 3.224" 15
16 1.931" 0.833" 2.558" 0.928" 1.215" 8.478" 205.9 "1184 $ 592.5 $ 45.41 " 28.27 " 7.454" 16
17 1.656" 0.733" 2.055" 0.865" 1.199" 23.24 " 331.3 " 850.4 $ 394.6 " 41.09 " 23.69 " 4.100" 17
18 1.376" 2.911" 1.767" 0.775" 1.189" 119.8 " 324.8 " 680.2 $ 788.4 $ 37.83 " 23.48 " 2.991" 18
19 1.220" 7.821" 1.631" 4.569" 1.136" 191.2 "1260 $ 661.5 $ 813.2 $ 34.25 " 26.67 " 5.206" 19
20 1.176" 7.030" 1.613" 5.184" 1.543" 155.1 "2206 $ 457.2 " 559.4 $ 31.75 " 28.52 " 12.72 " 20
21 1.070" 4.115" 1.525" 3.353" 17.93 " 151.0 "1712 $ 401.7 " 780.3 $ 42.39 " 26.13 " 8.742" 21
22 0.937" 3.495" 1.458" 2.410" 32.67 " 94.80 "1028 $ 368.1 " 778.0 $ 28.83 " 23.63 " 5.055" 22
23 1.113" 2.658" 1.381" 2.105" 19.13 " 61.04 "1111 $ 335.4 " 529.7 $ 18.17 " 19.88 " 3.794" 23
24 2.238" 2.208" 1.492" 2.070" 20.98 " 68.18 " 858.3 $ 290.4 " 388.0 " 17.89 " 16.30 " 3.112" 24
25 6.188" 2.166" 1.501" 1.983" 12.31 " 157.4 " 565.4 $ 251.9 " 286.0 " 21.72 " 13.17 " 2.869" 25
26 4.175" 1.783" 1.372" 1.944" 8.003" 124.7 " 415.2 " 217.6 " 260.3 " 22.14 " 10.40 " 2.555" 26
27 2.942" 1.819" 3.186" 1.826" 5.972" 303.3 " 353.2 " 191.8 " 229.5 " 22.67 " 9.291" 2.338" 27
28 2.443" 1.794" 8.419" 1.782" 4.813" 636.2 $ 315.0 " 170.9 " 236.2 " 24.72 " 8.428" 2.162" 28
29 2.119" 8.377" 1.715" 4.112"1695 $ 265.7 " 149.9 " 266.6 " 29.14 " 17.84 " 2.178" 29
30 2.165" 5.971" 1.697" 3.676"1128 $ 214.5 " 133.0 " 251.2 " 28.86 " 12.29 " 2.018" 30
31 1.821" 3.812" 3.505" 182.7 " 123.0 " 25.57 " 4.493" 31
Mean 2.317" 2.531" 2.456" 1.912" 5.161" 166.9 $ 482.0 $ 358.6 $ 382.2 $ 64.30 " 19.37 " 6.034"
Median 2.180" 1.881" 1.525" 1.748" 1.484" 13.80 $ 315.0 $ 217.6 $ 285.9 $ 44.20 " 16.38 " 4.493"
Maximum 6.188" 7.821" 8.419" 5.184" 32.67 "1695 $2206 $1686 $ 813.2 $ 201.8 " 60.05 " 12.95 "
Minimum 0.937" 0.733" 0.936" 0.775" 1.136" 3.153$ 128.9 $ 113.3 $ 116.1 $ 17.89 " 8.428" 2.018"
Total 71.83" 70.86" 76.15" 57.37" 160.0 " 5006 $14941 $11116 $11466 $ 1993 " 581.1 " 187.0 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 125.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.478$ $ ... Relative Uncertainty +/-20%
Annual Total 45727 $
Maximum Minimum
Daily 2206 $ 0.733$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.432" 5.316" 3.720" 3.702" 2.212" 6.350" 11.92 " 41.90 " 21.66 " 4.769" 2.226" 1.445" 1
2 2.721" 2.994" 2.654" 2.713" 2.161" 6.058" 12.47 " 35.45 " 19.40 " 4.683" 2.270" 3.114" 2
3 5.337" 2.156" 1.881" 2.462" 2.146" 5.595" 13.59 " 31.24 " 17.39 " 4.551" 2.148" 3.762" 3
4 6.313" 1.783" 1.462" 2.153" 2.127" 4.787" 14.19 " 28.02 " 16.31 " 4.386" 2.037" 4.959" 4
5 4.672" 1.549" 1.228" 1.926" 2.096" 4.607" 12.64 " 25.81 " 13.02 " 4.244" 2.110" 4.447" 5
6 3.186" 1.431" 1.157" 1.892" 2.084" 4.467" 12.00 " 24.05 " 8.349" 3.954" 2.149" 2.871" 6
7 2.622" 1.396" 1.046" 1.758" 2.075" 4.546" 11.53 " 23.12 " 9.170" 4.032" 2.234" 3.555" 7
8 2.217" 1.349" 0.906" 1.731" 2.037" 4.689" 12.41 " 21.88 " 20.53 " 3.942" 2.167" 3.557" 8
9 2.156" 1.238" 0.829" 1.758" 2.093" 4.503" 25.12 " 20.00 " 33.01 " 3.942" 2.508" 3.477" 9
10 2.064" 1.269" 0.780" 1.781" 2.077" 4.198" 34.90 " 18.73 " 27.87 " 5.192" 5.482" 2.799" 10
11 1.824" 5.526" 1.367" 1.658" 2.044" 4.040" 52.83 " 17.85 " 23.31 " 6.732" 7.310" 2.275" 11
12 1.595" 9.012" 8.739" 1.589" 2.103" 4.465" 142.7 " 32.69 " 21.12 " 5.502" 5.078" 1.959" 12
13 1.699" 16.11 " 12.65 " 1.564" 2.414" 4.268" 96.57 " 90.03 " 19.92 " 4.405" 3.956" 1.773" 13
14 2.562" 7.864" 5.753" 4.272" 2.577" 4.761" 54.91 " 74.90 " 16.38 " 4.366" 3.344" 1.588" 14
15 1.751" 4.068" 3.615" 10.80 " 2.851" 7.696" 40.88 " 53.70 " 11.47 " 3.740" 3.130" 1.444" 15
16 3.056" 2.651" 2.546" 6.975" 2.536" 12.10 " 35.74 " 42.04 " 9.690" 3.386" 2.913" 1.350" 16
17 8.282" 2.093" 2.016" 4.875" 2.395" 15.70 " 37.34 " 38.46 " 8.539" 3.425" 2.698" 1.388" 17
18 4.859" 1.663" 1.673" 3.700" 15.12 " 13.56 " 35.04 " 36.98 " 7.884" 3.225" 2.417" 1.215" 18
19 3.163" 1.508" 1.464" 3.213" 19.27 " 11.14 " 31.38 " 35.41 " 7.376" 3.052" 2.339" 1.284" 19
20 2.367" 1.394" 1.310" 3.031" 18.74 " 9.670" 28.49 " 32.34 " 7.011" 3.450" 2.063" 1.236" 20
21 1.774" 1.357" 1.286" 2.880" 17.93 " 9.210" 26.09 " 30.36 " 6.583" 3.982" 1.930" 1.079" 21
22 1.552" 1.202" 1.208" 2.745" 18.22 " 8.601" 23.54 " 29.56 " 6.238" 4.150" 1.962" 1.082" 22
23 1.496" 1.166" 1.122" 2.609" 20.42 " 11.02 " 21.29 " 29.02 " 5.987" 3.594" 1.915" 1.089" 23
24 1.292" 1.118" 0.996" 2.660" 16.71 " 18.39 " 19.56 " 28.91 " 5.755" 3.291" 1.979" 0.982" 24
25 1.201" 3.636" 1.079" 3.141" 14.81 " 19.20 " 18.64 " 28.07 " 5.698" 3.123" 1.956" 1.005" 25
26 1.091" 7.538" 1.277" 2.638" 31.99 " 16.13 " 26.55 " 26.04 " 5.442" 2.883" 1.882" 1.042" 26
27 1.142" 11.43 " 1.513" 2.362" 35.13 " 15.74 " 49.67 " 24.10 " 5.255" 2.579" 1.680" 0.847" 27
28 1.212" 7.074" 5.625" 2.280" 25.59 " 15.47 " 50.31 " 22.90 " 5.031" 2.460" 1.608" 0.787" 28
29 1.786" 13.60 " 2.167" 13.09 " 14.54 " 67.69 " 21.62 " 4.556" 2.440" 1.606" 0.639" 29
30 5.225" 13.83 " 2.173" 8.157" 12.99 " 80.28 " 21.04 " 4.668" 2.380" 1.542" 0.643" 30
31 9.755" 5.642" 7.613" 53.04 " 21.55 " 2.289" 0.689" 31
Mean 3.045" 3.817" 3.354" 2.974" 9.704" 9.283" 37.20 " 32.51 " 12.49 " 3.811" 2.621" 1.916"
Median 2.217" 1.938" 1.464" 2.536" 2.577" 8.149" 28.49 " 28.91 " 8.855" 3.942" 2.158" 1.388"
Maximum 9.755" 16.11 " 13.83 " 10.80 " 35.13 " 19.20 " 142.7 " 90.03 " 33.01 " 6.732" 7.310" 4.959"
Minimum 1.091" 1.118" 0.780" 1.564" 2.037" 4.040" 11.53 " 17.85 " 4.556" 2.289" 1.542" 0.639"
Total 94.41 " 106.9 " 104.0 " 89.21 " 300.8 " 278.5 "1153 "1008 " 374.6 " 118.1 " 78.64 " 59.38 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.32 " " ... Relative Uncertainty +/-10%
Ann. Median 3.956"
Annual Total 3766 "
Maximum Minimum
Daily 142.7 " 0.639"
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.663" 1.593" 0.567" 0.253" 1.103" 2.229" 174.4 " 533.7 $ 94.90 " 78.81 " 9.256" 4.337" 1
2 0.701" 1.553" 0.597" 0.251" 0.962" 2.286" 105.9 " 526.4 $ 125.6 " 70.48 " 6.645" 3.023" 2
3 0.721" 1.404" 0.548" 0.232" 0.876" 2.296" 71.73 " 496.5 $ 126.5 " 70.29 " 6.534" 2.732" 3
4 0.580" 1.214" 0.456" 0.234" 0.852" 2.034" 54.90 " 358.5 " 81.74 " 67.65 " 8.093" 2.154" 4
5 0.736" 0.720" 0.483" 0.243" 0.889" 1.829" 43.65 " 265.3 " 65.84 " 59.79 " 8.093" 2.047" 5
6 0.823" 0.653" 0.478" 0.248" 0.938" 1.717" 36.88 " 188.1 " 58.45 " 52.80 " 20.75 " 1.915" 6
7 0.753" 0.598" 0.427" 0.364" 0.942" 1.652" 31.74 " 143.3 " 53.63 " 48.66 " 22.27 " 2.008" 7
8 0.971" 0.611" 0.364" 0.498" 0.907" 1.614" 27.70 " 123.3 " 49.88 " 46.02 " 25.92 " 2.030" 8
9 0.907" 0.607" 0.318" 0.449" 0.922" 1.600" 24.32 " 122.2 " 43.47 " 44.76 " 39.85 " 2.074" 9
10 0.756" 0.605" 0.347" 0.394" 0.886" 1.557" 21.96 " 104.6 " 38.57 " 43.27 " 31.65 " 2.977" 10
11 0.609" 0.647" 0.356" 0.539" 0.902" 1.543" 20.88 " 86.16 " 35.75 " 39.71 " 25.29 " 2.386" 11
12 0.662" 0.735" 0.429" 0.407" 0.896" 1.500" 23.50 " 74.54 " 33.49 " 35.84 " 20.34 " 2.849" 12
13 0.526" 0.615" 0.422" 0.371" 0.899" 1.496" 28.34 " 68.35 " 30.62 " 32.25 " 16.64 " 3.204" 13
14 0.523" 0.624" 0.358" 0.455" 0.963" 1.690" 24.99 " 191.1 " 23.15 " 27.12 " 14.32 " 3.306" 14
15 0.572" 0.594" 0.448" 0.391" 1.009" 1.866" 31.57 " 306.1 " 21.24 " 24.41 " 12.52 " 3.494" 15
16 0.699" 0.585" 0.549" 0.346" 1.074" 2.032" 77.35 " 392.2 " 52.67 " 22.13 " 11.08 " 3.275" 16
17 0.678" 0.795" 0.546" 0.536" 1.262" 1.860" 60.53 " 348.3 " 136.1 " 21.09 " 10.37 " 3.806" 17
18 0.840" 0.860" 0.574" 0.656" 1.337" 2.104" 42.19 " 299.2 " 240.8 " 18.92 " 9.503" 2.770" 18
19 0.687" 0.987" 0.541" 0.642" 1.116" 2.341" 34.37 " 225.4 " 359.7 " 20.11 " 8.592" 2.103" 19
20 0.820" 1.277" 0.530" 0.396" 3.308" 2.489" 39.83 " 169.4 " 278.6 " 22.70 " 8.498" 3.127" 20
21 0.884" 1.166" 0.697" 0.386" 3.424" 2.238" 93.91 " 159.6 " 274.8 " 21.09 " 7.054" 3.444" 21
22 0.870" 0.706" 0.940" 0.451" 2.065" 2.167" 83.30 " 531.7 $ 313.1 " 18.45 " 6.549" 2.435" 22
23 0.812" 0.874" 0.813" 0.414" 1.606" 2.375" 64.58 " 660.0 $ 233.3 " 19.95 " 5.668" 3.909" 23
24 1.388" 0.791" 0.915" 1.896" 1.472" 8.952" 52.89 " 422.1 " 162.5 " 19.35 " 4.873" 5.718" 24
25 1.438" 0.731" 0.938" 2.521" 1.401" 39.04 " 51.49 " 345.3 " 123.4 " 20.72 " 4.263" 3.999" 25
26 1.892" 0.388" 0.980" 1.320" 1.357" 40.52 " 213.6 " 272.4 " 106.3 " 21.02 " 4.235" 2.854" 26
27 1.589" 0.382" 1.021" 1.219" 1.316" 22.41 " 186.4 " 211.6 " 109.4 " 18.91 " 3.769" 2.290" 27
28 1.350" 0.434" 1.149" 1.404" 1.294" 135.3 " 410.1 $ 171.0 " 117.9 " 16.86 " 3.640" 2.001" 28
29 1.397" 1.136" 1.656" 1.354" 236.1 " 818.6 $ 140.2 " 105.9 " 14.27 " 3.360" 1.768" 29
30 1.669" 0.785" 1.319" 2.492" 101.3 " 468.5 $ 117.9 " 90.23 " 12.24 " 7.858" 1.643" 30
31 1.537" 0.488" 3.143" 483.3 $ 102.9 " 11.05 " 1.522" 31
Mean 0.937" 0.813" 0.619" 0.683" 1.386" 20.94 " 125.9 $ 263.1 $ 119.6 " 33.57 " 12.25 " 2.813"
Median 0.812" 0.713" 0.546" 0.432" 1.103" 2.136" 52.89 $ 211.6 $ 100.4 " 22.70 " 8.545" 2.770"
Maximum 1.892" 1.593" 1.149" 2.521" 3.424" 236.1 " 818.6 $ 660.0 $ 359.7 " 78.81 " 39.85 " 5.718"
Minimum 0.523" 0.382" 0.318" 0.232" 0.852" 1.496" 20.88 $ 68.35 $ 21.24 " 11.05 " 3.360" 1.522"
Total 29.05 " 22.75 " 19.20 " 20.49 " 42.96 " 628.1 "3903 $8157 $3588 "1041 " 367.5 " 87.20 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 49.06 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.489$ $ ... Relative Uncertainty +/-20%
Annual Total 17906 $
Maximum Minimum
Daily 818.6 $ 0.232$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.280" 0.521" 3.333" 0.579" 1.743" 9.492" 30.44 " 21.63 " 48.74 " 77.86 " 5.966" 6.583" 1
2 1.738" 0.601" 2.773" 0.509" 1.356" 5.240" 29.48 " 27.63 " 52.38 " 63.84 " 5.482" 5.069" 2
3 1.616" 0.776" 3.547" 0.471" 1.325" 3.784" 27.94 " 37.33 " 68.94 " 69.69 " 5.331" 4.264" 3
4 1.498" 7.722" 3.451" 0.466" 1.227" 3.163" 25.06 " 51.80 " 282.3 " 84.22 " 6.001" 3.590" 4
5 1.496" 4.045" 2.376" 0.520" 6.879" 2.786" 22.58 " 42.78 " 309.6 " 68.72 " 6.303" 3.108" 5
6 1.715" 2.854" 1.702" 0.601" 6.543" 2.594" 42.53 " 37.71 " 196.9 " 55.68 " 5.847" 3.025" 6
7 3.912" 2.429" 1.223" 0.686" 3.719" 3.006" 159.6 " 40.00 " 130.7 " 46.25 " 5.358" 3.037" 7
8 4.043" 1.834" 1.041" 0.710" 3.223" 4.267" 106.2 " 41.02 " 110.9 " 37.96 " 8.280" 2.752" 8
9 3.538" 1.536" 0.966" 0.627" 3.171" 5.621" 65.47 " 36.31 " 95.29 " 33.44 " 6.457" 2.455" 9
10 2.811" 1.246" 0.877" 0.584" 2.511" 5.952" 52.82 " 29.96 " 79.81 " 30.02 " 5.364" 2.116" 10
11 2.171" 1.068" 0.831" 0.598" 2.216" 12.96 " 65.31 " 26.49 " 67.02 " 26.96 " 4.582" 1.835" 11
12 1.664" 0.991" 0.758" 0.591" 2.069" 28.16 " 59.48 " 56.66 " 59.66 " 23.46 " 3.978" 7.534" 12
13 1.406" 0.895" 0.817" 0.698" 1.975" 83.39 " 47.01 " 259.9 " 50.76 " 21.30 " 3.319" 35.99 " 13
14 1.195" 0.802" 0.796" 0.645" 1.915" 103.9 " 42.17 " 176.6 " 44.62 " 22.80 " 3.700" 16.99 " 14
15 1.097" 0.734" 0.761" 0.604" 1.891" 59.64 " 39.25 " 166.5 " 41.28 " 27.13 " 3.672" 9.353" 15
16 1.059" 0.714" 0.739" 0.645" 1.883" 48.09 " 42.46 " 113.3 " 36.62 " 24.83 " 3.632" 6.899" 16
17 0.963" 0.704" 2.365" 0.669" 1.797" 35.78 " 50.35 " 83.62 " 32.81 " 22.27 " 3.385" 5.967" 17
18 0.834" 2.801" 3.069" 0.674" 1.855" 29.72 " 43.30 " 66.50 " 41.60 " 14.07 " 3.174" 4.808" 18
19 0.891" 3.091" 2.302" 0.675" 1.799" 42.70 " 37.25 " 55.50 " 48.99 " 11.47 " 3.062" 4.242" 19
20 0.737" 2.138" 1.759" 0.622" 1.603" 112.8 " 34.23 " 49.20 " 42.98 " 11.14 " 2.903" 3.752" 20
21 0.736" 1.577" 1.476" 0.644" 1.591" 81.97 " 31.54 " 57.65 " 51.87 " 14.65 " 2.776" 3.310" 21
22 2.592" 1.291" 1.233" 0.700" 1.575" 67.64 " 29.31 " 119.6 " 115.5 " 16.53 " 2.496" 2.918" 22
23 2.933" 1.042" 1.047" 0.654" 1.553" 47.53 " 28.45 " 92.20 " 101.8 " 15.12 " 2.484" 2.615" 23
24 2.154" 0.889" 0.939" 0.554" 1.538" 38.22 " 27.81 " 73.36 " 72.18 " 13.70 " 2.710" 2.355" 24
25 1.799" 0.783" 0.836" 0.546" 1.569" 32.57 " 26.93 " 63.22 " 58.95 " 13.59 " 2.540" 2.401" 25
26 1.348" 0.744" 0.756" 0.521" 1.556" 29.93 " 25.63 " 52.25 " 70.51 " 11.47 " 2.224" 2.168" 26
27 1.140" 0.749" 0.640" 0.497" 1.552" 43.51 " 24.59 " 46.18 " 199.5 " 10.31 " 2.390" 1.877" 27
28 0.954" 1.028" 0.696" 0.573" 1.584" 52.85 " 23.70 " 43.34 " 237.8 " 9.165" 2.477" 1.712" 28
29 1.080" 0.857" 0.674" 1.565" 1.539" 39.72 " 22.44 " 40.00 " 183.6 " 8.411" 7.554" 1.702" 29
30 0.942" 0.647" 1.748" 1.538" 33.35 " 20.91 " 40.04 " 119.3 " 7.260" 11.16 " 1.429" 30
31 0.576" 0.618" 3.087" 20.24 " 39.68 " 6.353" 2.622" 31
Mean 1.675" 1.602" 1.453" 0.673" 2.238" 35.68 " 42.08 " 67.35 " 101.8 " 29.02 " 4.487" 5.112"
Median 1.406" 1.028" 0.966" 0.613" 1.797" 32.96 " 31.54 " 49.20 " 69.72 " 22.27 " 3.686" 3.037"
Maximum 4.043" 7.722" 3.547" 1.748" 6.879" 112.8 " 159.6 " 259.9 " 309.6 " 84.22 " 11.16 " 35.99 "
Minimum 0.576" 0.521" 0.618" 0.466" 1.227" 2.594" 20.24 " 21.63 " 32.81 " 6.353" 2.224" 1.429"
Total 51.92 " 46.46 " 45.05 " 20.18 " 69.38 "1070 "1305 "2088 "3053 " 899.7 " 134.6 " 158.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.43 " " ... Relative Uncertainty +/-10%
Ann. Median 3.686"
Annual Total 8941 "
Maximum Minimum
Daily 309.6 " 0.466"
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.283" 0.514" 2.076" 0.746" 4.782" 21.38 " 43.25 " 181.6 " 374.7 " 319.5 " 28.04 " 7.410" 1
2 3.751" 0.650" 1.923" 0.714" 37.17 " 17.66 " 37.18 " 151.3 " 318.3 " 273.0 " 26.44 " 9.088" 2
3 2.430" 1.443" 2.795" 0.699" 16.20 " 15.09 " 33.38 " 128.7 " 290.3 " 227.3 " 24.46 " 7.995" 3
4 2.563" 3.448" 2.109" 0.647" 7.134" 13.76 " 33.02 " 112.8 " 409.6 " 179.3 " 23.78 " 5.729" 4
5 2.440" 1.927" 1.559" 0.573" 4.633" 12.97 " 31.55 " 149.9 " 365.9 " 134.8 # 22.72 " 4.297" 5
6 2.038" 1.365" 1.282" 0.539" 3.754" 12.09 " 28.56 " 535.9 $ 301.0 " 133.0 # 21.62 " 3.805" 6
7 2.020" 1.061" 1.153" 0.504" 3.422" 11.36 " 25.89 "3047 $ 298.0 " 120.6 # 21.60 " 3.610" 7
8 1.815" 1.001" 0.973" 0.490" 13.78 " 10.94 " 23.88 "3421 $ 358.6 " 117.0 # 21.42 " 3.430" 8
9 1.576" 1.029" 0.858" 0.479" 38.34 " 13.54 " 27.96 "1463 $ 285.3 " 119.9 # 19.66 " 3.120" 9
10 1.275" 0.855" 0.790" 0.506" 73.57 " 21.92 " 85.79 " 783.4 $ 224.6 " 106.4 # 17.04 " 2.804" 10
11 1.237" 0.676" 0.769" 0.470" 47.71 " 28.91 " 83.92 " 500.8 $ 325.2 " 93.22 # 15.20 " 4.032" 11
12 1.226" 0.658" 0.733" 0.598" 28.18 " 23.08 " 65.16 " 385.3 " 560.5 $ 90.67 $ 13.79 " 6.762" 12
13 1.183" 0.659" 1.347" 0.913" 21.20 " 19.27 " 52.67 " 354.2 " 448.5 " 81.81 $ 10.85 " 5.384" 13
14 1.091" 0.455" 6.869" 1.340" 16.41 " 16.86 " 64.77 " 360.7 " 565.6 $ 71.89 $ 8.430" 4.696" 14
15 1.010" 1.260" 12.28 " 1.313" 12.26 " 14.60 " 118.8 " 378.5 " 696.1 $ 65.10 $ 7.079" 3.608" 15
16 1.148" 2.629" 9.552" 1.223" 10.20 " 13.12 " 245.7 " 479.3 " 563.8 $ 63.66 $ 6.789" 3.055" 16
17 6.416" 2.252" 4.178" 1.256" 18.32 " 12.13 " 322.0 " 387.8 "1130 $ 63.42 $ 6.273" 2.673" 17
18 4.030" 1.568" 3.078" 1.222" 42.51 " 11.56 " 256.6 " 334.9 " 793.3 $ 61.60 $ 5.128" 2.400" 18
19 3.378" 1.243" 2.561" 1.009" 34.31 " 11.93 " 162.3 " 293.6 " 532.4 $ 70.41 $ 4.493" 2.246" 19
20 2.476" 1.004" 2.151" 0.998" 27.45 " 11.19 " 117.2 " 243.1 " 506.9 $ 130.4 $ 4.078" 1.959" 20
21 1.758" 0.808" 1.841" 1.025" 36.63 " 11.67 " 93.44 " 215.0 " 641.2 $ 117.4 $ 4.859" 1.950" 21
22 1.277" 0.709" 1.655" 1.062" 36.58 " 12.38 " 78.29 " 190.0 "1591 $ 89.26 " 4.583" 1.860" 22
23 1.081" 0.639" 1.443" 0.984" 27.41 " 15.49 " 79.53 " 171.0 "3162 $ 68.53 " 4.799" 5.303" 23
24 0.890" 0.638" 1.280" 0.969" 21.95 " 61.12 " 485.3 $ 152.6 "2033 $ 46.95 " 14.24 " 5.385" 24
25 0.723" 0.634" 1.193" 0.921" 18.11 " 92.59 " 417.7 $ 142.3 "1128 $ 52.16 " 8.098" 3.863" 25
26 0.644" 0.595" 1.213" 0.904" 15.25 " 73.04 " 326.3 " 165.1 " 733.6 $ 45.85 " 7.318" 2.493" 26
27 0.670" 0.668" 1.133" 0.898" 13.22 " 49.24 " 417.2 " 212.2 " 539.9 $ 41.08 " 6.118" 2.105" 27
28 0.565" 0.723" 1.025" 0.947" 12.36 " 39.71 " 398.6 " 333.2 " 418.1 " 38.18 " 6.093" 1.919" 28
29 0.413" 0.929" 0.950" 11.53 " 39.33 " 316.3 " 296.9 " 367.7 " 35.28 " 5.666" 1.860" 29
30 0.366" 0.840" 0.868" 15.92 " 44.46 " 267.0 " 303.1 " 350.9 " 32.55 " 6.818" 2.002" 30
31 0.410" 0.756" 20.01 " 232.9 " 377.3 " 30.22 " 2.059" 31
Mean 1.748" 1.111" 2.334" 0.859" 22.27 " 25.08 " 160.4 $ 524.2 $ 677.2 $ 100.7 $ 12.58 " 3.836"
Median 1.275" 0.831" 1.347" 0.909" 18.11 " 15.29 " 85.79 $ 303.1 $ 477.7 $ 81.81 $ 8.264" 3.430"
Maximum 6.416" 3.448" 12.28 " 1.340" 73.57 " 92.59 " 485.3 $3421 $3162 $ 319.5 $ 28.04 " 9.088"
Minimum 0.366" 0.455" 0.733" 0.470" 3.422" 10.94 " 23.88 $ 112.8 $ 224.6 $ 30.22 $ 4.078" 1.860"
Total 54.18" 31.11" 72.34" 25.77" 690.3 " 752.4 " 4972 $16250 $20315 $ 3120 $ 377.5 " 118.9 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 128.2 $ " ... Relative Uncertainty +/-10%
Ann. Median 12.26 $ # ... Relative Uncertainty +/-15%
Annual Total 46780 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 3421 $ 0.366$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.906" 0.996" 0.601" 3.302" 17.53 " 16.92 " 35.25 " 201.9 " 825.2 $ 85.71 " 11.27 " 4.446" 1
2 1.730" 0.930" 0.600" 2.690" 6.780" 17.05 " 324.7 $ 166.1 " 514.1 $ 72.87 " 10.17 " 4.077" 2
3 1.586" 0.859" 0.567" 2.332" 3.878" 17.84 " 487.5 $ 151.0 " 379.9 " 60.89 " 9.737" 3.765" 3
4 1.457" 0.803" 0.745" 2.071" 3.025" 16.11 " 252.0 " 131.7 " 326.4 " 53.35 " 9.382" 3.404" 4
5 1.470" 0.859" 0.694" 1.865" 2.719" 13.62 " 200.1 " 111.4 " 275.3 " 58.26 " 8.602" 3.143" 5
6 1.396" 0.978" 0.884" 1.757" 2.501" 11.78 " 416.2 $ 81.81 " 246.4 " 75.09 " 8.594" 3.032" 6
7 1.351" 0.951" 0.860" 1.636" 2.722" 10.66 " 925.3 $ 84.96 " 302.9 " 80.47 " 8.332" 3.388" 7
8 1.919" 1.803" 0.885" 1.482" 5.053" 9.575" 876.5 $ 111.1 " 402.7 " 68.37 " 8.481" 3.647" 8
9 2.790" 1.793" 0.959" 1.396" 8.637" 11.19 " 462.2 $ 95.20 " 564.8 $ 58.40 " 8.012" 3.510" 9
10 2.417" 1.530" 0.901" 1.268" 6.233" 14.62 " 345.9 " 76.90 " 436.0 " 51.51 " 7.768" 4.638" 10
11 1.993" 1.342" 0.716" 1.219" 4.832" 23.12 " 288.9 " 67.90 " 338.0 " 47.24 " 7.786" 3.809" 11
12 1.700" 1.250" 0.659" 8.990" 4.014" 24.33 " 229.0 " 63.82 " 290.9 " 43.37 " 8.027" 3.163" 12
13 1.557" 1.256" 0.653" 21.42 " 3.476" 20.14 " 180.6 " 57.11 " 237.9 " 39.44 " 7.376" 2.766" 13
14 1.456" 1.137" 1.784" 20.99 " 3.202" 17.03 " 287.2 " 51.67 " 173.4 " 28.15 " 6.666" 2.745" 14
15 1.406" 0.959" 2.436" 21.51 " 3.035" 14.98 " 396.7 " 48.45 " 126.1 " 22.09 " 6.276" 2.625" 15
16 1.280" 0.959" 1.920" 21.28 " 3.140" 13.33 " 305.8 " 48.09 " 106.6 " 27.56 " 6.338" 2.471" 16
17 1.081" 0.978" 1.379" 9.350" 3.327" 16.65 " 227.7 " 47.22 " 97.12 " 26.73 " 6.346" 2.412" 17
18 1.050" 0.800" 1.337" 4.308" 3.798" 92.19 " 178.2 " 154.8 " 89.30 " 25.65 " 6.007" 2.327" 18
19 1.083" 0.849" 1.360" 3.111" 4.546" 87.47 " 153.4 " 476.0 " 80.83 " 22.18 " 5.678" 2.121" 19
20 1.096" 0.842" 1.149" 2.547" 21.93 " 58.24 " 133.6 " 351.0 " 74.48 " 22.39 " 5.899" 2.098" 20
21 1.083" 3.273" 1.021" 2.182" 37.91 " 82.14 " 126.0 " 362.6 " 78.08 " 22.09 " 5.519" 2.045" 21
22 1.129" 2.293" 1.003" 1.909" 21.56 " 230.0 " 212.5 " 457.3 " 123.8 " 21.36 " 5.303" 2.429" 22
23 1.199" 1.467$ 0.941" 1.778" 36.40 " 141.0 " 255.3 " 345.9 " 115.1 " 17.68 " 4.775" 3.687" 23
24 2.302" 1.044$ 0.826" 1.871" 37.65 " 84.66 " 202.0 " 274.0 " 96.37 " 19.16 " 4.433" 2.483" 24
25 1.983" 0.883$ 0.748" 1.828" 56.30 " 63.31 " 173.7 " 212.7 " 90.24 " 17.88 " 4.769" 2.476" 25
26 1.558" 0.719" 0.721" 1.587" 41.73 " 52.59 " 461.9 $1077 $ 89.35 " 17.36 " 5.936" 2.319" 26
27 1.346" 0.683" 0.804" 1.569" 30.55 " 46.04 "1220 $ 946.0 $ 102.0 " 16.08 " 6.410" 2.185" 27
28 1.260" 0.657" 4.055" 7.297" 27.37 " 40.94 " 686.0 $ 457.9 $ 141.0 " 14.88 " 5.446" 2.047" 28
29 1.350" 4.964" 19.09 " 25.56 " 37.13 " 389.0 "2473 $ 125.3 " 14.20 " 5.368" 2.019" 29
30 1.337" 3.789" 20.45 " 20.88 " 35.30 " 318.7 "3002 $ 104.3 " 13.01 " 4.841" 1.882" 30
31 1.164" 4.271" 17.83 " 257.8 "1473 $ 12.37 " 1.880" 31
Mean 1.530" 1.175$ 1.427" 6.470" 15.10 " 44.00 " 355.2 $ 440.6 $ 231.8 $ 37.28 " 6.985" 2.872"
Median 1.406" 0.969$ 0.901" 2.257" 6.233" 21.63 " 287.2 $ 154.8 $ 133.6 $ 26.73 " 6.378" 2.625"
Maximum 2.790" 3.273$ 4.964" 21.51 " 56.30 " 230.0 "1220 $3002 $ 825.2 $ 85.71 " 11.27 " 4.638"
Minimum 1.050" 0.657$ 0.567" 1.219" 2.501" 9.575" 35.25 $ 47.22 $ 74.48 $ 12.37 " 4.433" 1.880"
Total 47.44" 32.89$ 44.23" 194.1 " 468.1 " 1320 "11010 $13660 $ 6954 $ 1156 " 209.5 " 89.04"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 96.40 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.332$ $ ... Relative Uncertainty +/-20%
Annual Total 35185 $
Maximum Minimum
Daily 3002 $ 0.567$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.819" 1.002" 0.741" 4.425" 3.825" 3.194" 6.164" 263.9 " 51.31 " 12.64 " 2.625" 4.038" 1
2 1.630" 0.870" 0.859" 3.414" 3.382" 4.129" 6.040" 94.88 " 50.32 " 11.98 " 2.619" 4.387" 2
3 1.603" 1.427" 1.903" 9.139" 3.115" 5.675" 5.993" 57.69 " 42.60 " 11.03 " 2.481" 3.761" 3
4 1.662" 1.571" 2.528" 22.13 " 3.057" 6.098" 5.970" 44.01 " 33.50 " 10.00 " 2.545" 2.822" 4
5 1.621" 1.269" 2.430" 22.21 " 2.939" 7.114" 6.144" 37.21 " 67.30 " 9.385" 2.401" 2.450" 5
6 3.391" 1.028" 1.826" 25.14 " 2.918" 6.922" 6.111" 32.60 " 66.82 " 8.634" 2.245" 2.387" 6
7 2.452" 1.728" 1.467" 26.78 " 2.802" 6.258" 6.265" 30.20 " 47.89 " 7.626" 2.404" 2.332" 7
8 1.942" 1.648" 1.189" 30.06 " 2.645" 5.795" 6.138" 34.08 " 40.04 " 7.645" 2.464" 2.034" 8
9 1.569" 1.404" 1.176" 28.17 " 2.561" 5.337" 5.817" 47.79 " 36.20 " 7.010" 2.273" 1.765" 9
10 1.961" 1.253" 1.120" 45.29 " 2.509" 5.065" 5.671" 55.22 " 37.08 " 6.304" 2.077" 1.720" 10
11 1.981" 1.120" 0.955" 35.63 " 2.470" 4.801" 5.632" 57.21 " 61.65 " 5.620" 1.914" 1.363" 11
12 1.714" 0.987" 0.837" 27.60 " 2.433" 4.761" 5.363" 52.34 " 119.9 " 5.160" 1.987" 1.297" 12
13 1.462" 0.789" 0.706" 28.36 " 2.342" 4.739" 5.153" 42.35 " 163.1 " 4.811" 2.656" 3.943" 13
14 1.416" 0.582" 0.859" 27.31 " 2.199" 4.419" 5.196" 38.65 " 135.2 " 4.689" 3.142" 4.384" 14
15 1.327" 0.611" 0.885" 28.86 " 2.192" 4.111" 4.995" 37.05 " 97.29 " 4.607" 4.595" 4.211" 15
16 1.212" 0.811" 0.824" 26.95 " 2.622" 4.065" 4.819" 30.72 " 72.21 " 4.365" 6.282" 3.976" 16
17 1.151" 3.406" 0.841" 25.65 " 7.309" 4.143" 4.667" 31.75 " 55.91 " 3.753" 5.357" 3.230" 17
18 1.071" 2.346" 1.267" 24.56 " 15.62 " 4.454" 4.575" 54.43 " 46.58 " 4.173" 6.256" 2.192" 18
19 1.360" 1.641" 8.684" 23.01 " 7.843" 5.443" 8.656" 66.33 " 40.31 " 4.370" 7.866" 1.830" 19
20 2.377" 1.204" 7.138" 21.72 " 9.168" 11.27 " 31.83 " 107.5 " 35.34 " 4.092" 8.518" 1.529" 20
21 1.723" 1.213" 3.802" 20.54 " 7.124" 16.22 " 47.44 " 88.89 " 31.45 " 3.535" 7.364" 1.184" 21
22 1.569" 1.231" 2.652" 19.27 " 5.837" 19.61 " 32.10 " 76.55 " 28.01 " 3.481" 6.557" 0.913" 22
23 1.817" 0.990" 1.999" 17.91 " 5.075" 19.55 " 30.36 " 59.67 " 25.26 " 3.199" 4.054" 0.882" 23
24 2.546" 0.830" 1.696" 16.61 " 4.579" 16.69 " 32.79 " 46.95 " 22.64 " 3.166" 3.281" 0.964" 24
25 2.054" 0.800" 1.497" 15.31 " 4.271" 12.76 " 26.62 " 39.59 " 21.92 " 3.069" 3.012" 1.098" 25
26 1.485" 0.813" 1.454" 14.04 " 3.959" 10.32 " 20.65 " 35.97 " 21.09 " 2.976" 2.344" 0.936" 26
27 1.245" 0.774" 1.368" 12.78 " 3.722" 8.708" 17.35 " 32.38 " 18.05 " 2.980" 1.912" 0.950" 27
28 1.088" 0.683" 1.266" 11.09 " 3.657" 7.506" 15.63 " 32.63 " 15.11 " 3.015" 1.764" 0.667" 28
29 1.045" 1.168" 7.279" 3.616" 6.822" 14.93 " 35.74 " 14.34 " 2.837" 2.005" 0.575" 29
30 1.056" 1.068" 4.771" 3.447" 6.425" 15.71 " 50.68 " 13.43 " 2.611" 4.226" 2.717" 30
31 0.992" 0.998" 3.297" 264.1 " 49.69 " 2.635" 1.957" 31
Mean 1.656" 1.215" 1.845" 20.87 " 4.275" 7.747" 21.25 " 56.92 " 50.40 " 5.529" 3.641" 2.209"
Median 1.603" 1.074" 1.266" 22.17 " 3.382" 5.946" 6.144" 46.95 " 40.18 " 4.370" 2.622" 1.957"
Maximum 3.391" 3.406" 8.684" 45.29 " 15.62 " 19.61 " 264.1 " 263.9 " 163.1 " 12.64 " 8.518" 4.387"
Minimum 0.992" 0.582" 0.706" 3.414" 2.192" 3.194" 4.575" 30.20 " 13.43 " 2.611" 1.764" 0.575"
Total 51.34 " 34.03 " 57.20 " 626.0 " 132.5 " 232.4 " 658.9 "1765 "1512 " 171.4 " 109.2 " 68.49 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.84 " " ... Relative Uncertainty +/-10%
Ann. Median 4.365"
Annual Total 5418 "
Maximum Minimum
Daily 264.1 " 0.575"
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.646" 8.520" 0.889" 1.174" 2.405" 20.66 " 43.04 " 191.8 " 402.0 " 173.9 " 33.07 " 3.171" 1
2 1.318" 10.87 " 0.754" 1.235" 2.267" 17.24 " 37.59 " 168.0 " 335.5 " 199.6 " 30.08 " 5.839" 2
3 1.283" 6.291" 0.668" 1.281" 2.085" 15.26 " 34.40 " 141.2 " 306.8 " 190.1 " 25.66 " 6.242" 3
4 1.148" 4.190" 0.648" 1.314" 1.971" 17.50 " 31.72 " 156.1 " 253.0 " 169.9 " 24.62 " 6.780" 4
5 0.804" 2.807" 0.715" 1.324" 1.934" 18.04 " 30.27 " 219.6 " 213.5 " 150.4 " 23.50 " 9.961" 5
6 0.819" 2.025" 0.655" 1.388" 1.985" 23.53 " 28.21 " 187.0 " 187.7 " 145.7 " 23.29 " 7.352" 6
7 0.790" 1.703" 4.184" 1.381" 2.525" 25.58 " 27.33 " 338.8 " 247.5 " 224.9 " 22.25 " 5.561" 7
8 0.799" 1.388" 6.555" 1.433" 2.964" 33.49 " 73.60 " 671.5 $ 340.7 " 325.9 " 21.29 " 3.934" 8
9 0.910" 1.068" 5.774" 1.487" 2.344" 37.15 " 96.24 " 620.8 $ 317.3 " 396.3 " 20.35 " 3.169" 9
10 0.740" 1.071" 3.651" 1.520" 2.216" 55.06 " 183.4 " 378.6 " 266.6 " 336.9 " 21.02 " 2.922" 10
11 0.814" 1.019" 2.134" 1.787" 2.014" 81.84 " 267.7 " 328.5 " 235.7 " 250.6 " 22.73 " 2.842" 11
12 0.824" 0.870" 1.497" 2.121" 1.948" 56.70 " 155.4 " 390.5 " 194.5 " 185.6 " 22.31 " 2.924" 12
13 0.990" 0.714" 1.225" 2.620" 1.978" 81.29 " 107.4 " 343.5 " 158.3 " 149.6 " 19.88 " 2.787" 13
14 1.239" 0.701" 0.949" 2.136" 2.087" 98.41 " 82.56 " 288.3 " 129.2 " 131.5 " 15.92 " 3.693" 14
15 1.689" 0.692" 0.802" 1.899" 2.077" 65.77 " 135.6 " 243.5 " 124.3 " 126.9 " 13.36 " 2.996" 15
16 1.564" 1.234" 0.714" 1.835" 2.379" 50.69 "1644 $ 241.7 " 168.1 " 120.9 " 11.62 " 3.005" 16
17 1.239" 3.172" 0.538" 2.109" 2.774" 43.40 "3009 $ 387.6 $ 151.2 " 110.5 " 8.640" 2.638" 17
18 1.343" 3.313" 0.481" 2.043" 2.830" 37.24 "1825 $ 862.7 $ 140.3 " 99.66 " 7.288" 3.126" 18
19 2.115" 2.891" 0.506" 2.223" 2.640" 36.90 " 991.3 $ 552.6 $ 313.4 " 91.27 " 6.986" 2.573" 19
20 3.369" 2.206" 0.467" 1.954" 2.594" 57.95 " 585.4 $ 387.2 " 306.0 " 85.83 " 6.971" 2.555" 20
21 15.87 " 1.863" 0.401" 1.760" 4.343" 67.40 " 538.4 $ 344.1 " 223.3 " 82.09 " 6.292" 2.244" 21
22 10.58 " 1.364" 0.372" 1.747" 6.960" 54.70 " 530.6 $ 330.9 " 198.0 " 73.01 " 6.312" 2.180" 22
23 4.864" 1.188" 0.477" 1.644" 5.160" 49.17 " 394.5 " 272.2 " 245.6 " 62.48 " 6.280" 2.065" 23
24 3.388" 1.171" 0.553" 1.633" 21.93 " 45.11 " 328.2 " 187.1 " 216.0 " 54.83 " 6.129" 2.020" 24
25 2.411" 1.047" 0.570" 1.764" 53.15 " 36.83 " 278.6 " 175.4 " 201.5 " 50.18 " 5.579" 2.210" 25
26 2.262" 0.989" 0.844" 1.803" 40.46 " 39.23 " 233.1 " 168.7 " 177.9 " 48.94 " 5.223" 2.319" 26
27 1.834" 0.924" 1.071" 1.931" 28.03 " 36.72 " 198.6 " 469.0 $ 170.3 " 46.83 " 5.065" 2.416" 27
28 1.393" 0.933" 1.466" 2.303" 28.41 " 37.74 " 174.6 " 730.3 $ 219.6 " 41.64 " 4.493" 2.261" 28
29 1.464" 0.910" 1.258" 2.477" 40.82 " 53.38 " 156.0 " 593.0 $ 202.4 " 34.23 " 3.848" 2.926" 29
30 1.609" 1.158" 2.766" 34.61 " 54.36 " 168.1 " 397.7 " 170.1 " 42.68 " 3.635" 6.099" 30
31 1.616" 1.160" 25.91 " 186.7 " 370.0 " 33.94 " 4.658" 31
Mean 2.346" 2.315" 1.391" 1.803" 10.83 " 44.95 " 405.7 $ 359.3 $ 227.2 " 136.7 " 14.46 " 3.725"
Median 1.393" 1.234" 0.802" 1.776" 2.594" 41.31 " 174.6 $ 338.8 $ 214.8 " 120.9 " 12.49 " 2.926"
Maximum 15.87 " 10.87 " 6.555" 2.766" 53.15 " 98.41 "3009 $ 862.7 $ 402.0 " 396.3 " 33.07 " 9.961"
Minimum 0.740" 0.692" 0.372" 1.174" 1.934" 15.26 " 27.33 $ 141.2 $ 124.3 " 33.94 " 3.635" 2.020"
Total 72.73" 67.14" 43.14" 54.09" 335.8 " 1348 "12576 $11138 $ 6816 " 4237 " 433.7 " 115.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 101.7 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.936$ $ ... Relative Uncertainty +/-20%
Annual Total 37237 $
Maximum Minimum
Daily 3009 $ 0.372$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.335" 1.178" 1.100" 1.471" 1.258" 2.106" 5.910" 564.5 $ 70.39 " 75.93 " 23.24 " 2.451" 1
2 2.561" 0.918" 1.087" 1.429" 1.347" 2.154" 10.73 " 280.8 " 67.10 " 63.97 " 21.02 " 2.213" 2
3 2.646" 0.922" 1.143" 1.417" 1.365" 2.205" 9.964" 176.6 " 63.33 " 54.20 " 18.71 " 2.210" 3
4 2.494" 0.925" 1.080" 1.365" 1.467" 2.187" 9.208" 154.3 " 61.43 " 47.10 " 16.78 " 2.485" 4
5 2.055" 0.999" 0.886" 1.325" 1.653" 2.232" 8.568" 120.7 " 58.91 " 41.97 " 13.91 " 2.645" 5
6 1.842" 0.883" 0.851" 1.426" 1.548" 2.213" 10.21 " 99.89 " 55.03 " 40.16 " 10.54 " 2.620" 6
7 1.821" 0.984" 0.956" 1.383" 1.649" 2.135" 15.57 " 117.9 " 43.41 " 38.58 " 8.028" 2.285" 7
8 1.724" 1.257" 0.945" 1.277" 1.599" 2.107" 19.54 " 492.9 $ 43.09 " 38.11 " 7.305" 2.116" 8
9 1.724" 1.735" 0.949" 1.318" 1.828" 2.088" 16.75 "1267 $ 40.96 " 37.64 " 7.508" 1.855" 9
10 1.633" 1.727" 0.974" 1.299" 1.701" 2.123" 12.48 "1032 $ 39.13 " 37.23 " 6.502" 1.929" 10
11 2.032" 1.682" 1.222" 1.330" 1.839" 2.056" 10.13 " 542.8 $ 41.99 " 37.19 " 8.824" 1.820" 11
12 2.453" 2.140" 1.104" 1.350" 1.641" 2.017" 9.523"1035 $ 36.12 " 35.14 " 7.936" 1.670" 12
13 1.766" 2.318" 1.002" 1.319" 1.551" 1.953" 9.268"1077 $ 34.94 " 33.35 " 6.212" 1.618" 13
14 1.483" 2.190" 1.047" 1.334" 2.059" 2.036" 9.813"1431 $ 34.50 " 31.45 " 5.258" 1.596" 14
15 1.380" 1.778" 1.146" 1.413" 3.017" 2.050" 10.99 "1659 $ 33.00 " 28.77 " 4.555" 1.604" 15
16 1.583" 1.641" 0.940" 1.388" 3.195" 2.109" 16.60 " 857.9 $ 31.79 " 30.74 " 4.068" 1.589" 16
17 1.417" 1.547" 0.934" 1.453" 2.297" 2.032" 21.58 " 516.9 $ 29.99 " 58.52 " 3.774" 1.590" 17
18 1.368" 1.406" 1.055" 1.421" 2.081" 1.969" 16.49 " 535.2 $ 28.46 " 100.1 " 4.211" 2.197" 18
19 1.299" 1.316" 1.032" 1.450" 2.966" 1.958" 31.52 " 946.4 $ 28.48 " 92.54 " 4.131" 2.439" 19
20 1.536" 1.161" 0.939" 1.459" 4.123" 1.959" 123.5 " 818.5 $ 31.05 " 63.64 " 3.811" 2.379" 20
21 1.414" 1.184" 1.043" 1.524" 4.208" 2.229" 112.7 " 470.6 $ 68.00 " 50.35 " 3.711" 2.124" 21
22 1.176" 1.972" 9.571" 1.474" 4.481" 4.945" 91.67 " 354.4 " 268.9 " 43.58 " 3.566" 1.964" 22
23 1.263" 1.909" 4.051" 1.427" 2.963" 5.368" 78.88 " 303.2 " 327.9 " 39.28 " 3.514" 1.932" 23
24 1.381" 1.329" 3.485" 1.402" 2.606" 3.828" 94.25 " 251.4 " 197.5 " 36.01 " 3.090" 1.720" 24
25 1.138" 1.246" 2.660" 1.351" 2.464" 3.173" 70.26 " 214.5 " 191.7 " 33.12 " 3.089" 1.748" 25
26 1.017" 1.130" 2.190" 1.334" 2.455" 3.633" 73.96 " 154.2 " 186.3 " 31.73 " 2.733" 1.466" 26
27 1.164" 1.044" 1.925" 1.357" 2.284" 3.423" 130.1 " 114.9 " 131.8 " 32.76 " 2.633" 1.700" 27
28 1.319" 0.966" 1.815" 1.345" 2.249" 3.131" 349.5 " 98.47 " 108.3 " 34.58 " 2.450" 1.817" 28
29 1.208" 1.714" 1.328" 2.192" 2.912" 327.8 " 85.23 " 101.0 " 31.89 " 2.514" 1.543" 29
30 1.170" 1.596" 1.307" 2.120" 5.896" 192.0 " 74.42 " 88.44 " 28.79 " 2.340" 2.597" 30
31 1.154" 1.557" 2.106" 265.8 " 70.89 " 26.26 " 3.003" 31
Mean 1.663" 1.410" 1.677" 1.383" 2.268" 2.674" 69.85 " 513.5 $ 84.76 " 44.34 " 7.199" 2.030"
Median 1.483" 1.287" 1.087" 1.374" 2.106" 2.144" 16.75 " 354.4 $ 56.97 " 37.64 " 4.383" 1.932"
Maximum 3.335" 2.318" 9.571" 1.524" 4.481" 5.896" 349.5 "1659 $ 327.9 " 100.1 " 23.24 " 3.003"
Minimum 1.017" 0.883" 0.851" 1.277" 1.258" 1.953" 5.910" 70.89 $ 28.46 " 26.26 " 2.340" 1.466"
Total 51.55" 39.49" 52.00" 41.48" 70.31" 80.23" 2165 "15918 $ 2543 " 1375 " 216.0 " 62.93"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 61.96 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.455$ $ ... Relative Uncertainty +/-20%
Annual Total 22615 $
Maximum Minimum
Daily 1659 $ 0.851$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.456" 0.918" 0.648" 0.778" 1.471" 6.773" 43.54 " 336.7 " 349.6 " 44.59 " 23.59 " 3.052" 1
2 1.889" 1.007" 0.655" 0.776" 1.441" 5.687" 195.8 $ 492.6 " 302.7 " 37.54 " 21.31 " 2.988" 2
3 1.764" 1.104" 0.732" 0.803" 1.419" 5.117" 599.2 $ 479.8 " 251.5 " 33.85 " 17.64 " 2.847" 3
4 1.702" 1.075" 0.727" 0.697" 1.371" 5.027" 350.4 " 536.5 $ 217.9 " 33.42 " 13.38 " 2.712" 4
5 1.666" 0.924" 0.777" 0.655" 1.395" 5.216" 302.0 " 581.6 $ 214.6 " 37.80 " 16.11 " 2.764" 5
6 1.713" 0.828" 0.804" 0.696" 1.496" 9.187" 203.4 " 440.3 " 194.4 " 40.27 " 16.00 " 3.218" 6
7 1.711" 0.914" 0.852" 0.688" 1.498" 14.41 " 137.4 " 371.0 " 158.3 " 37.31 " 13.74 " 5.434" 7
8 1.673" 0.827" 0.743" 0.673" 1.515" 13.76 " 119.1 " 347.2 " 136.9 " 34.74 " 10.80 " 4.466" 8
9 1.512" 0.753" 0.604" 0.688" 1.584" 15.38 " 115.2 " 971.1 $ 132.4 " 30.64 " 10.80 " 3.647" 9
10 1.421" 0.853" 0.525" 0.750" 1.498" 178.6 " 104.3 "1259 $ 137.3 " 28.86 " 10.55 " 3.158" 10
11 1.077" 0.694" 0.540" 0.719" 1.491" 159.0 " 86.74 " 719.7 $ 135.0 " 27.35 " 10.30 " 2.884" 11
12 1.084" 0.694" 0.575" 0.827" 1.458" 71.00 " 62.78 " 434.0 " 119.5 " 26.62 " 9.885" 2.596" 12
13 1.180" 0.758" 0.548" 0.864" 1.434" 47.93 " 78.73 " 346.9 " 110.6 " 27.25 " 9.497" 2.207" 13
14 1.249" 0.886" 0.640" 0.880" 1.477" 36.66 " 93.98 " 513.4 $ 110.5 " 40.57 " 9.038" 2.177" 14
15 1.212" 0.979" 0.647" 0.888" 1.479" 29.83 " 162.0 " 556.0 $ 101.4 " 61.06 " 8.541" 2.520" 15
16 1.762" 0.813" 0.637" 0.861" 1.462" 25.48 " 148.1 " 379.9 " 89.97 " 59.36 " 7.826" 2.531" 16
17 2.008" 0.878" 0.741" 0.763" 1.505" 22.71 " 139.2 " 331.3 " 79.52 " 52.60 " 7.419" 2.165" 17
18 2.125" 0.906" 0.617" 0.756" 1.524" 25.33 " 117.6 " 289.1 " 74.94 " 49.51 " 7.153" 2.004" 18
19 1.737" 0.714" 0.762" 0.770" 1.554" 38.19 " 97.08 " 232.3 " 69.58 " 48.61 " 7.172" 1.831" 19
20 1.288" 0.770" 1.084" 0.839" 1.541" 40.15 " 87.31 " 190.8 " 66.49 " 48.89 " 7.093" 1.797" 20
21 1.359" 0.692" 0.878" 8.547" 1.511" 40.20 " 639.6 $ 173.5 " 62.19 " 51.87 " 6.611" 1.627" 21
22 1.228" 0.600" 0.919" 16.74 " 1.564" 35.82 "1557 $ 169.7 " 58.59 " 58.93 " 6.081" 1.620" 22
23 1.071" 0.719" 1.100" 3.625" 1.521" 33.59 "1005 $ 155.5 " 54.64 " 55.93 " 3.685" 1.552" 23
24 0.953" 0.831" 1.063" 2.449" 1.706" 31.10 " 505.8 $ 134.1 " 50.60 " 49.73 " 3.204" 1.615" 24
25 0.997" 0.792" 1.190" 1.934" 10.23 " 27.42 " 398.9 $ 122.4 " 47.65 " 44.63 " 3.344" 1.401" 25
26 1.199" 0.663" 1.033" 1.659" 25.62 " 27.44 "1079 $ 109.5 " 45.76 " 34.52 " 3.293" 1.437" 26
27 1.288" 0.671" 0.778" 1.570" 37.05 " 70.63 " 812.8 $ 98.42 " 41.72 " 34.96 " 3.330" 1.282" 27
28 1.184" 0.686" 0.755" 1.536" 25.55 " 105.5 " 424.8 " 235.4 " 39.84 " 32.16 " 3.132" 1.317" 28
29 1.000" 0.907" 1.503" 17.98 " 80.38 " 336.5 " 569.0 $ 37.92 " 30.42 " 3.149" 1.257" 29
30 0.997" 0.844" 1.476" 12.41 " 58.13 " 346.9 " 723.2 $ 41.82 " 27.25 " 3.154" 2.735" 30
31 0.995" 0.774" 8.669" 318.1 " 480.5 $ 25.26 " 2.920" 31
Mean 1.435" 0.820" 0.777" 1.880" 5.594" 42.19 " 344.1 $ 412.3 $ 117.8 " 40.21 " 9.228" 2.444"
Median 1.288" 0.820" 0.755" 0.833" 1.511" 30.46 " 195.8 $ 371.0 $ 95.68 " 37.54 " 8.183" 2.520"
Maximum 2.456" 1.104" 1.190" 16.74 " 37.05 " 178.6 "1557 $1259 $ 349.6 " 61.06 " 23.59 " 5.434"
Minimum 0.953" 0.600" 0.525" 0.655" 1.371" 5.027" 43.54 $ 98.42 $ 37.92 " 25.26 " 3.132" 1.257"
Total 44.50" 22.95" 24.10" 56.41" 173.4 " 1266 "10668 $12781 $ 3534 " 1247 " 276.8 " 75.76"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 82.65 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.216$ $ ... Relative Uncertainty +/-20%
Annual Total 30169 $
Maximum Minimum
Daily 1557 $ 0.525$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.246" 0.895" 0.521" 1.283" 1.218" 1.336" 43.15 " 20.37 " 250.6 " 17.24 " 5.795" 1.724" 1
2 2.092" 0.960" 0.493" 1.193" 1.189" 1.460" 38.98 " 19.08 " 315.0 " 16.35 " 11.43 " 1.683" 2
3 1.940" 0.945" 0.587" 1.196" 1.188" 1.533" 33.45 " 18.50 " 355.9 " 15.95 " 11.39 " 1.534" 3
4 1.640" 0.999" 0.836" 1.242" 1.271" 1.557" 53.30 " 18.05 " 246.9 " 18.39 " 10.05 " 1.716" 4
5 1.474" 0.640" 1.079" 1.279" 1.314" 1.595" 185.1 " 18.18 " 150.6 " 23.60 " 8.305" 1.683" 5
6 1.360" 0.711" 0.993" 1.205" 1.543" 1.807" 144.5 " 19.86 " 110.6 " 26.54 " 6.907" 1.304" 6
7 1.251" 0.842" 1.334" 0.984" 1.480" 3.424" 106.9 " 25.55 " 90.39 " 21.83 " 6.056" 1.297" 7
8 1.206" 1.061" 1.535" 1.075" 1.636" 4.251" 91.58 " 22.56 " 69.17 " 19.26 " 4.946" 1.239" 8
9 1.072" 0.731" 1.358" 1.162" 1.450" 3.511" 89.23 " 20.29 " 54.13 " 17.26 " 4.233" 1.211" 9
10 1.065" 0.563" 1.336" 1.187" 1.340" 3.970" 65.48 " 18.50 " 44.99 " 15.10 " 3.774" 1.150" 10
11 1.132" 0.736" 1.147" 1.267" 1.311" 4.257" 52.72 " 16.99 " 38.53 " 13.53 " 3.400" 0.970" 11
12 1.306" 0.997" 1.032" 1.371" 1.287" 5.372" 44.87 " 15.59 " 44.92 " 12.60 " 3.320" 1.045" 12
13 1.819" 0.804" 1.081" 1.409" 1.261" 4.909" 38.75 " 15.37 " 46.18 " 10.56 " 3.041" 0.952" 13
14 1.582" 0.832" 1.005" 1.549" 1.306" 4.096" 34.49 " 22.06 " 42.04 " 8.423" 2.812" 0.960" 14
15 1.213" 0.669" 0.985" 1.636" 1.305" 3.750" 31.24 " 32.67 " 38.04 " 8.275" 2.518" 0.853" 15
16 1.057" 0.862" 0.871" 1.553" 1.626" 3.621" 28.47 " 38.03 " 35.10 " 11.06 " 2.567" 0.715" 16
17 0.945" 1.315" 0.936" 1.658" 1.558" 3.339" 26.17 " 105.7 " 32.11 " 9.624" 2.722" 0.756" 17
18 0.796" 1.207" 1.057" 1.727" 1.815" 3.428" 24.89 " 91.87 " 30.01 " 9.092" 2.622" 0.767" 18
19 0.824" 1.171" 1.098" 1.970" 1.592" 3.221" 26.05 " 57.55 " 33.16 " 8.382" 2.786" 0.820" 19
20 0.675" 1.312" 1.241" 1.513" 1.519" 3.034" 45.44 " 39.00 " 38.19 " 7.754" 2.817" 0.867" 20
21 0.710" 1.207" 1.446" 1.603" 1.504" 3.010" 60.61 " 32.91 " 33.83 " 7.151" 2.553" 0.793" 21
22 0.800" 0.724" 1.406" 1.281" 1.530" 16.52 " 51.27 " 28.71 " 31.25 " 6.576" 2.331" 0.746" 22
23 1.119" 0.708" 1.427" 1.143" 1.555" 104.3 " 43.86 " 26.66 " 28.26 " 6.172" 2.128" 0.781" 23
24 1.230" 0.552" 1.493" 1.014" 1.485" 98.60 " 38.37 " 30.02 " 25.73 " 5.676" 2.177" 0.783" 24
25 0.930" 0.737" 1.434" 1.070" 1.447" 59.34 " 35.95 " 31.01 " 23.67 " 5.104" 2.165" 0.727" 25
26 0.769" 0.705" 1.340" 1.107" 1.439" 40.51 " 33.79 " 28.63 " 21.68 " 4.831" 1.998" 0.734" 26
27 0.700" 0.718" 1.396" 1.083" 1.419" 40.38 " 31.18 " 22.18 " 20.70 " 4.492" 2.003" 0.723" 27
28 0.715" 0.634" 1.483" 1.083" 1.415" 41.15 " 28.54 " 17.45 " 19.87 " 4.409" 1.947" 0.775" 28
29 0.654" 1.227" 1.103" 1.432" 39.29 " 25.80 " 18.24 " 18.63 " 4.199" 1.969" 0.772" 29
30 0.733" 1.107" 1.166" 1.443" 40.84 " 23.64 " 99.59 " 17.83 " 4.684" 1.797" 0.782" 30
31 1.003" 1.322" 1.409" 21.94 " 270.8 " 5.636" 0.729" 31
Mean 1.163" 0.866" 1.149" 1.304" 1.429" 18.25 " 51.60 " 40.06 " 76.93 " 11.28 " 4.085" 1.019"
Median 1.072" 0.818" 1.147" 1.223" 1.439" 3.860" 38.75 " 22.56 " 38.12 " 9.092" 2.799" 0.853"
Maximum 2.246" 1.315" 1.535" 1.970" 1.815" 104.3 " 185.1 " 270.8 " 355.9 " 26.54 " 11.43 " 1.724"
Minimum 0.654" 0.552" 0.493" 0.984" 1.188" 1.336" 21.94 " 15.37 " 17.83 " 4.199" 1.797" 0.715"
Total 36.06 " 24.24 " 35.60 " 39.11 " 44.29 " 547.4 "1600 "1242 "2308 " 349.8 " 122.6 " 31.59 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.48 " " ... Relative Uncertainty +/-10%
Ann. Median 1.807"
Annual Total 6380 "
Maximum Minimum
Daily 355.9 " 0.493"
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.782" 1.168" 0.970" 0.731" 0.811" 4.735" 144.0 " 119.9 " 40.02 " 54.94 " 5.908" 7.001" 1
2 0.839" 0.982" 0.713" 0.718" 0.791" 3.950" 102.4 " 104.2 " 70.48 " 60.29 " 6.920" 5.567" 2
3 0.861" 0.931" 0.625" 0.681" 0.803" 3.479" 77.90 " 119.5 " 83.42 " 60.71 " 9.904" 4.969" 3
4 0.908" 0.973" 0.596" 0.660" 2.963" 3.142" 64.50 " 110.0 " 70.20 " 54.64 " 10.12 " 4.625" 4
5 0.784" 0.915" 0.570" 0.709" 3.402" 2.874" 58.47 " 88.73 " 64.50 " 47.71 " 6.333" 4.392" 5
6 0.725" 0.967" 0.524" 0.691" 4.356" 2.698" 151.0 " 76.39 " 113.7 " 42.42 " 5.569" 4.116" 6
7 0.791" 1.094" 0.538" 0.591" 3.352" 2.620" 269.1 " 65.89 " 588.6 $ 41.11 " 7.032" 3.514" 7
8 0.974" 0.858" 0.519" 0.677" 2.320" 2.524" 201.3 " 55.34 " 474.8 $ 103.5 " 7.514" 3.476" 8
9 1.026" 0.828" 0.484" 0.819" 1.748" 2.456" 136.6 " 66.30 " 303.4 " 113.9 " 9.614" 3.387" 9
10 0.960" 1.019" 0.453" 0.936" 1.568" 2.437" 106.5 " 268.9 " 600.8 $ 81.89 " 22.37 " 3.536" 10
11 0.939" 1.370" 0.444" 0.790" 1.513" 4.112" 86.84 " 314.2 " 715.4 $ 62.68 " 37.79 " 3.365" 11
12 1.009" 1.347" 0.460" 0.961" 1.438" 21.49 " 76.08 " 256.9 " 360.5 " 50.86 " 31.21 " 3.265" 12
13 0.694" 1.489" 0.449" 0.900" 1.388" 20.06 " 87.02 " 189.3 " 268.3 " 43.15 " 23.59 " 2.951" 13
14 0.608" 1.474" 0.447" 0.814" 1.359" 15.25 " 208.0 " 142.4 " 190.6 " 37.94 " 21.93 " 2.709" 14
15 0.819" 1.370" 1.009" 0.772" 1.355" 10.57 " 278.7 " 128.5 " 145.0 " 33.32 " 39.12 " 2.650" 15
16 0.784" 1.408" 1.179" 0.739" 1.331" 8.176" 239.5 " 305.3 " 115.1 " 30.75 " 44.42 " 2.619" 16
17 0.586" 1.250" 1.349" 0.691" 1.324" 7.707" 347.7 " 347.9 " 93.30 " 28.21 " 35.44 " 2.831" 17
18 0.628" 1.428" 1.069" 0.727" 1.301" 14.62 " 320.7 " 281.7 " 79.34 " 25.79 " 29.09 " 2.730" 18
19 0.580" 1.273" 0.918" 0.951" 1.288" 30.29 " 210.6 " 205.0 " 72.75 " 23.68 " 25.71 " 2.281" 19
20 0.440" 1.459" 0.802" 0.949" 1.279" 21.86 " 145.2 " 156.3 " 88.69 " 20.35 " 22.89 " 2.105" 20
21 0.443" 0.932" 0.854" 1.222" 1.286" 15.44 " 116.4 " 128.1 " 82.81 " 17.80 " 19.76 " 1.794" 21
22 0.714" 0.443" 0.854" 1.293" 1.281" 16.39 " 98.05 " 110.8 " 74.05 " 15.89 " 15.97 " 1.592" 22
23 0.798" 0.397" 0.789" 1.069" 1.256" 151.7 " 129.7 " 97.06 " 68.80 " 11.92 " 13.50 " 1.448" 23
24 0.927" 0.691" 0.742" 1.049" 1.428" 143.7 " 127.7 " 83.92 " 62.88 " 13.13 " 10.55 " 1.711" 24
25 1.170" 0.552" 0.702" 1.088" 2.360" 69.72 " 91.51 " 69.47 " 57.89 " 12.40 " 7.479" 1.661" 25
26 1.055" 0.742" 0.772" 1.019" 3.819" 48.00 " 80.31 " 59.50 " 51.42 " 11.45 " 6.186" 1.703" 26
27 1.061" 0.845" 0.921" 0.982" 3.028" 49.73 " 90.01 " 54.08 " 52.21 " 10.08 " 5.752" 1.386" 27
28 1.127" 0.917" 0.815" 0.914" 3.116" 79.47 " 281.1 " 51.38 " 58.37 " 9.060" 5.443" 1.833" 28
29 1.078" 1.044" 0.788" 0.853" 4.131" 177.2 " 225.1 " 49.37 " 57.82 " 7.365" 5.615" 1.645" 29
30 1.084" 0.820" 0.835" 12.56 " 183.1 " 150.3 " 39.61 " 55.94 " 6.175" 6.957" 1.462" 30
31 1.271" 0.751" 6.722" 138.3 " 37.69 " 5.500" 1.414" 31
Mean 0.854" 1.040" 0.740" 0.861" 2.474" 37.32 " 156.2 " 135.0 " 172.0 $ 36.73 " 16.66 " 2.895"
Median 0.839" 0.982" 0.751" 0.827" 1.438" 14.94 " 136.6 " 110.0 " 81.07 $ 30.75 " 10.34 " 2.709"
Maximum 1.271" 1.489" 1.349" 1.293" 12.56 " 183.1 " 347.7 " 347.9 " 715.4 $ 113.9 " 44.42 " 7.001"
Minimum 0.440" 0.397" 0.444" 0.591" 0.791" 2.437" 58.47 " 37.69 " 40.02 $ 5.500" 5.443" 1.386"
Total 26.46 " 30.17 " 22.93 " 25.83 " 76.68 "1119 "4841 "4184 "5161 $1139 " 499.7 " 89.74 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 47.04 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.114$ $ ... Relative Uncertainty +/-20%
Annual Total 17215 $
Maximum Minimum
Daily 715.4 $ 0.397$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.304" 0.377" 0.985" 0.800" 2.926" 66.97 " 71.81 " 489.8 $ 68.32 " 77.72 " 42.41 " 3.218" 1
2 1.108" 0.413" 0.764" 0.802" 2.461" 44.13 " 64.13 " 632.0 $ 91.55 " 96.65 " 36.63 " 3.026" 2
3 1.066" 0.484" 0.888" 0.831" 2.165" 33.24 " 58.62 " 401.3 " 90.60 " 102.3 " 33.46 " 2.897" 3
4 0.842" 0.346" 1.446" 0.867" 2.092" 27.01 " 58.54 " 317.2 " 75.77 " 92.02 " 30.70 " 2.809" 4
5 0.893" 0.405" 2.097" 0.899" 9.006" 23.13 " 126.6 " 258.7 " 64.52 " 97.10 " 28.08 " 2.725" 5
6 0.879" 0.584" 1.944" 0.827" 14.81 " 21.01 " 238.9 " 208.8 " 61.70 " 88.85 " 25.68 " 2.781" 6
7 0.935" 2.000" 1.533" 0.862" 7.896" 20.36 " 469.1 $ 174.4 " 49.22 " 73.16 " 24.02 " 2.731" 7
8 0.907" 2.885" 1.467" 0.922" 6.180" 19.62 " 469.8 $ 237.1 " 44.34 " 69.88 " 21.96 " 2.416" 8
9 0.764" 2.350" 1.201" 0.902" 4.814" 18.11 " 409.1 $ 525.4 $ 70.27 " 68.57 " 19.72 " 2.232" 9
10 0.874" 1.798" 1.161" 0.976" 4.049" 24.10 " 963.0 $ 813.8 $ 167.6 " 60.16 " 17.63 " 2.200" 10
11 0.839" 1.506" 1.217" 1.557" 3.520" 71.38 " 610.4 $ 789.5 $ 140.8 " 56.80 " 15.60 " 2.183" 11
12 0.722" 1.344" 0.994" 4.097" 3.299" 62.94 " 398.9 $ 451.6 $ 112.1 " 64.57 " 13.78 " 2.044" 12
13 0.802" 1.231" 1.163" 4.037" 3.013" 43.82 " 936.4 $ 336.2 " 93.36 " 66.61 " 12.22 " 2.003" 13
14 0.715" 0.959" 1.002" 2.499" 2.881" 36.04 "1235 $ 286.8 " 70.71 " 58.82 " 10.82 " 2.058" 14
15 0.770" 0.797" 1.109" 2.452" 2.758" 33.73 " 760.1 $ 206.1 " 63.14 " 53.73 " 9.506" 2.048" 15
16 0.620" 0.997" 1.170" 2.108" 2.697" 31.79 " 454.8 $ 158.1 " 199.9 " 49.36 " 7.480" 1.998" 16
17 0.676" 0.765" 1.083" 1.812" 2.888" 28.69 " 339.3 " 149.3 " 305.0 " 43.44 " 6.844" 2.038" 17
18 0.588" 0.909" 0.844" 1.673" 3.183" 25.73 " 286.0 " 135.4 " 253.9 " 39.23 " 6.532" 2.240" 18
19 0.519" 0.894" 0.902" 1.586" 4.135" 23.53 " 227.0 " 152.1 " 318.7 " 42.93 " 5.903" 2.244" 19
20 0.479" 0.804" 0.937" 1.547" 3.765" 47.39 " 186.9 " 190.1 " 266.1 " 84.30 " 5.808" 2.005" 20
21 0.448" 0.704" 0.830" 1.504" 3.368" 131.3 " 171.4 " 168.8 " 185.6 " 169.4 " 4.994" 2.135" 21
22 0.422" 0.718" 0.851" 1.468" 3.946" 93.67 " 153.5 " 142.0 " 124.4 " 159.9 " 4.746" 2.021" 22
23 0.584" 0.586" 0.933" 1.455" 15.98 " 65.27 " 136.6 " 122.9 " 102.2 " 118.5 " 4.700" 1.867" 23
24 0.487" 0.531" 0.867" 1.435" 19.26 " 53.20 " 128.6 " 106.6 " 83.12 " 95.62 " 4.750" 1.953" 24
25 0.406" 0.590" 0.898" 1.388" 23.84 " 44.09 " 116.5 " 93.41 " 83.86 " 74.73 " 4.407" 1.871" 25
26 0.428" 0.663" 0.860" 1.398" 17.76 " 40.44 " 104.3 " 85.38 " 69.35 " 64.56 " 4.144" 1.788" 26
27 0.602" 0.596" 0.859" 1.399" 12.25 " 37.96 " 109.0 " 87.46 " 68.95 " 96.86 " 3.928" 1.728" 27
28 0.445" 1.046" 0.772" 1.426" 9.637" 65.22 " 123.4 " 82.49 " 81.93 " 126.6 " 3.963" 1.566" 28
29 0.560" 0.794" 2.050" 48.39 " 95.79 " 208.7 " 72.79 " 78.52 " 98.94 " 3.851" 1.434" 29
30 0.555" 0.902" 2.906" 90.37 " 94.30 " 335.0 " 67.38 " 76.49 " 75.42 " 3.475" 1.470" 30
31 0.411" 0.893" 104.3 " 360.0 " 60.54 " 57.37 " 1.467" 31
Mean 0.698" 0.974" 1.076" 1.616" 14.12 " 47.47 " 332.6 $ 258.2 $ 118.7 " 81.42 " 13.92 " 2.168"
Median 0.676" 0.781" 0.937" 1.445" 4.049" 39.20 " 227.0 $ 174.4 $ 83.49 " 74.73 " 8.493" 2.048"
Maximum 1.304" 2.885" 2.097" 4.097" 104.3 " 131.3 "1235 $ 813.8 $ 318.7 " 169.4 " 42.41 " 3.218"
Minimum 0.406" 0.346" 0.764" 0.800" 2.092" 18.11 " 58.54 $ 60.54 $ 44.34 " 39.23 " 3.475" 1.434"
Total 21.65" 27.28" 33.37" 48.49" 437.7 " 1424 "10312 $ 8004 $ 3562 " 2524 " 417.7 " 67.19"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 73.64 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.532$ $ ... Relative Uncertainty +/-20%
Annual Total 26879 $
Maximum Minimum
Daily 1235 $ 0.346$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.420" 1.316" 0.522" 0.743" 1.595" 1.707" 6.864" 239.1 " 43.66 " 28.43 " 13.93 " 2.637" 1
2 1.431" 1.199" 0.601" 0.858" 1.642" 1.790" 6.424" 452.9 $ 37.53 " 25.25 " 14.14 " 2.568" 2
3 1.349" 1.037" 0.579" 0.918" 1.746" 1.775" 5.997" 628.5 $ 34.89 " 23.93 " 12.71 " 2.461" 3
4 1.328" 1.007" 0.498" 0.851" 1.791" 1.928" 5.559" 518.5 $ 33.85 " 23.53 " 12.12 " 2.260" 4
5 1.298" 0.985" 0.488" 0.783" 1.612" 1.878" 5.844" 341.8 " 33.82 " 21.44 " 10.32 " 2.130" 5
6 1.257" 1.074" 0.506" 0.667" 1.565" 1.799" 6.473" 268.4 " 30.55 " 25.88 " 8.340" 2.145" 6
7 1.232" 1.238" 0.534" 0.725" 1.552" 1.734" 11.75 " 290.4 " 24.26 " 27.31 " 7.532" 2.271" 7
8 1.233" 1.157" 0.568" 0.778" 1.568" 1.716" 9.987" 331.1 " 24.08 " 24.91 " 7.760" 2.400" 8
9 1.260" 0.733" 0.586" 0.812" 1.595" 1.770" 14.26 " 446.6 $ 22.78 " 23.18 " 6.550" 2.420" 9
10 1.354" 0.838" 0.532" 1.088" 1.550" 2.344" 74.26 " 704.0 $ 20.42 " 22.05 " 6.175" 2.325" 10
11 1.428" 0.782" 0.585" 1.357" 1.605" 2.612" 69.12 " 460.4 $ 19.09 " 20.45 " 6.235" 1.896" 11
12 1.410" 0.763" 0.584" 1.506" 2.258" 2.970" 42.74 " 316.1 " 17.98 " 22.46 " 6.202" 1.737" 12
13 1.350" 0.750" 0.575" 1.490" 2.949" 3.946" 32.62 " 274.2 " 53.33 " 21.60 " 7.661" 1.830" 13
14 1.289" 0.861" 0.607" 1.247" 2.849" 5.196" 31.31 " 455.6 " 110.3 " 20.89 " 6.454" 1.974" 14
15 1.290" 0.866" 0.559" 1.154" 2.216" 3.865" 59.42 " 366.0 " 72.52 " 21.75 " 5.605" 1.832" 15
16 1.275" 0.826" 0.582" 1.195" 2.000" 4.230" 65.05 " 328.7 " 51.98 " 21.32 " 5.282" 1.701" 16
17 1.249" 0.823" 0.597" 1.272" 1.234" 4.448" 46.09 " 367.1 " 40.79 " 19.70 " 5.625" 1.581" 17
18 1.370" 0.771" 0.546" 1.246" 1.856" 5.373" 56.41 " 350.4 " 34.62 " 17.82 " 5.334" 1.438" 18
19 1.365" 0.754" 0.478" 1.134" 2.728" 17.38 " 75.57 " 290.5 " 51.11 " 16.38 " 5.135" 1.466" 19
20 1.217" 0.645" 0.473" 1.146" 2.035" 16.42 " 52.57 " 235.1 " 96.34 " 14.28 " 4.924" 1.467" 20
21 1.215" 0.573" 0.577" 1.213" 1.604" 11.82 " 80.04 " 193.6 " 63.76 " 13.56 " 5.527" 1.406" 21
22 1.215" 0.628" 0.571" 1.237" 1.485" 12.35 " 163.4 " 159.5 " 54.79 " 11.87 " 5.647" 1.382" 22
23 1.238" 0.866" 0.599" 1.155" 1.964" 16.70 " 130.9 " 137.3 " 48.22 " 8.450" 5.661" 1.403" 23
24 1.318" 0.836" 0.579" 1.074" 5.044" 19.14 " 311.5 " 125.0 " 42.53 " 8.735" 4.836" 1.216" 24
25 1.319" 0.773" 0.534" 1.122" 3.319" 19.38 " 198.2 " 117.6 " 40.86 " 11.04 " 4.379" 1.290" 25
26 1.335" 0.635" 0.585" 1.353" 2.149" 15.06 " 201.8 " 110.6 " 41.72 " 11.02 " 4.448" 1.367" 26
27 1.122" 0.554" 0.719" 1.495" 1.821" 11.65 " 268.3 " 84.57 " 37.02 " 11.46 " 3.992" 1.383" 27
28 1.119" 0.447" 0.664" 1.762" 1.699" 9.456" 167.7 " 57.70 " 32.52 " 10.36 " 3.366" 1.308" 28
29 1.131" 0.811" 1.747" 1.711" 8.301" 179.5 " 51.81 " 33.75 " 9.469" 2.994" 1.223" 29
30 1.137" 0.807" 1.698" 1.721" 7.617" 223.6 " 50.96 " 31.75 " 9.580" 2.816" 1.161" 30
31 1.158" 0.797" 1.714" 247.4 " 47.85 " 10.26 " 1.260" 31
Mean 1.281" 0.848" 0.589" 1.161" 2.006" 7.212" 91.96 " 283.9 $ 42.69 " 18.01 " 6.724" 1.772"
Median 1.289" 0.824" 0.579" 1.154" 1.721" 4.339" 59.42 " 290.4 $ 37.28 " 20.45 " 5.654" 1.701"
Maximum 1.431" 1.316" 0.811" 1.762" 5.044" 19.38 " 311.5 " 704.0 $ 110.3 " 28.43 " 14.14 " 2.637"
Minimum 1.119" 0.447" 0.473" 0.667" 1.234" 1.707" 5.559" 47.85 $ 17.98 " 8.450" 2.816" 1.161"
Total 39.71 " 23.73 " 18.25 " 34.83 " 62.17 " 216.4 "2851 "8802 $1281 " 558.4 " 201.7 " 54.94 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.75 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.400$ $ ... Relative Uncertainty +/-20%
Annual Total 14143 $
Maximum Minimum
Daily 704.0 $ 0.447$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.233" 0.991" 0.822" 1.136" 1.985" 2.531" 2.741" 39.70 " 9.984" 13.19 " 1.831" 1.389" 1
2 1.221" 0.901" 0.731" 1.090" 2.073" 1.919" 2.571" 73.34 " 13.07 " 18.38 " 1.734" 1.373" 2
3 1.183" 0.945" 0.773" 1.060" 1.968" 1.702" 3.047" 481.9 $ 24.74 " 23.40 " 1.598" 1.328" 3
4 1.137" 0.968" 0.776" 1.190" 1.944" 1.967" 5.153" 398.9 $ 47.35 " 20.32 " 1.451" 1.261" 4
5 1.110" 0.857" 0.855" 1.264" 1.960" 4.505" 15.61 " 162.1 " 43.70 " 15.16 " 1.400" 1.204" 5
6 1.379^ 0.964" 0.770" 1.298" 2.091" 5.880" 18.05 " 111.4 " 38.73 " 13.56 " 1.473" 1.211" 6
7 1.742^ 1.143" 0.651" 1.314" 2.272" 4.903" 13.03 " 87.01 " 38.00 " 12.09 " 1.339" 1.197" 7
8 1.672^ 1.025" 0.741" 1.371" 2.303" 3.407" 9.942" 75.78 " 28.86 " 10.83 " 1.253" 1.166" 8
9 1.517^ 0.866" 0.846" 1.448" 2.532" 2.695" 8.735" 81.68 " 24.37 " 9.274" 1.236" 1.286" 9
10 1.328^ 0.890" 0.938" 1.286" 2.781" 3.022" 8.336" 70.54 " 24.25 " 7.604" 1.242" 1.120" 10
11 1.136^ 0.995" 1.062" 1.733" 2.868" 2.853" 8.194" 62.64 " 21.91 " 6.324" 1.219" 1.138" 11
12 1.027^ 0.786" 1.018" 1.976" 3.310" 2.952" 11.21 " 56.08 " 20.85 " 5.199" 1.139" 0.945" 12
13 0.925" 0.691" 0.964" 1.976" 2.968" 2.935" 16.99 " 50.51 " 27.32 " 4.288" 1.191" 0.814" 13
14 1.037" 0.836" 0.916" 1.880" 2.797" 3.375" 24.55 " 43.28 " 136.0 " 3.738" 1.318" 1.297" 14
15 1.027" 0.736" 0.821" 2.039" 3.078" 3.961" 21.00 " 42.10 " 123.8 " 3.399" 1.358" 1.214" 15
16 1.063" 0.867" 0.930" 2.028" 2.929" 3.617" 15.57 " 48.95 " 110.1 " 3.811" 1.362" 1.230" 16
17 1.046" 0.962" 1.023" 1.988" 2.810" 3.249" 12.96 " 51.22 " 100.7 " 3.529" 1.239" 1.318" 17
18 0.948" 0.939" 1.078" 1.818" 2.753" 3.047" 13.56 " 43.05 " 79.71 " 3.130" 1.261" 1.362" 18
19 0.973" 0.901" 1.107" 1.861" 2.637" 2.829" 49.13 " 38.20 " 63.31 " 2.828" 1.357" 1.385" 19
20 0.943" 0.779" 1.043" 1.752" 2.581" 3.061" 79.01 " 35.56 " 60.01 " 2.693" 1.483" 1.604" 20
21 0.913" 0.727" 1.130" 1.628" 2.677" 3.301" 52.50 " 33.55 " 53.09 " 2.500" 1.605" 1.515" 21
22 0.918" 0.806" 1.218" 1.581" 2.739" 3.393" 46.16 " 32.25 " 42.68 " 2.454" 1.617" 1.298" 22
23 0.884" 0.901" 1.110" 1.582" 2.825" 3.311" 38.55 " 30.14 " 34.29 " 2.353" 1.561" 1.471" 23
24 0.904" 0.909" 1.053" 1.807" 3.037" 3.442" 31.92 " 28.43 " 28.82 " 2.345" 1.531" 1.585" 24
25 0.961" 0.861" 1.155" 2.152" 2.957" 3.368" 28.79 " 27.19 " 25.76 " 2.284" 1.480" 1.409" 25
26 1.009" 0.816" 1.212" 2.465" 3.174" 3.291" 48.67 " 24.86 " 17.93 " 2.184" 1.414" 1.619" 26
27 1.045" 0.753" 1.207" 2.689" 3.304" 3.354" 70.33 " 22.77 " 13.33 " 2.072" 1.342" 1.537" 27
28 1.057" 0.794" 1.161" 2.206" 3.424" 2.729" 54.88 " 19.33 " 11.12 " 2.023" 1.361" 1.737" 28
29 1.245" 1.080" 2.044" 3.585" 2.614" 50.19 " 16.56 " 10.33 " 2.075" 1.336" 1.700" 29
30 1.084" 1.059" 2.019" 3.838" 2.638" 47.41 " 11.90 " 9.829" 2.119" 1.306" 1.669" 30
31 0.958" 1.053" 4.563" 42.67 " 10.63 " 1.972" 1.532" 31
Mean 1.117^ 0.879" 0.977" 1.723" 2.799" 3.195" 27.47 " 74.56 $ 42.80 " 6.682" 1.401" 1.352"
Median 1.046^ 0.879" 1.023" 1.780" 2.797" 3.155" 18.05 " 43.05 $ 28.84 " 3.529" 1.359" 1.328"
Maximum 1.742^ 1.143" 1.218" 2.689" 4.563" 5.880" 79.01 " 481.9 $ 136.0 " 23.40 " 1.831" 1.737"
Minimum 0.884^ 0.691" 0.651" 1.060" 1.944" 1.702" 2.571" 10.63 $ 9.829" 1.972" 1.139" 0.814"
Total 34.62 ^ 24.61 " 30.30 " 51.68 " 86.76 " 95.85 " 851.5 "2312 $1284 " 207.1 " 42.04 " 41.92 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.87 ^ " ... Relative Uncertainty +/-10%
Ann. Median 2.023^ $ ... Relative Uncertainty +/-20%
Annual Total 5062 ^ ^ ... Relative Uncertainty +/-50%
Maximum Minimum
Daily 481.9 ^ 0.651^
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge 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 1.372" 0.836" 0.498" 0.667" 0.602" 2.389" 10.20 " 552.2 $ 320.9 " 16.92 " 4.971" 2.163" 1
2 1.575" 1.117" 0.408" 0.645" 0.955" 9.834" 10.01 " 397.5 $ 276.8 " 22.25 " 4.585" 2.138" 2
3 1.712" 1.109" 0.765" 0.702" 0.874" 17.26 " 9.933" 216.3 " 230.8 " 48.50 " 4.371" 2.174" 3
4 1.584" 0.499" 0.888" 0.591" 1.362" 6.557" 10.60 " 145.7 " 204.9 " 59.35 " 4.014" 2.243" 4
5 1.722" 0.601" 0.868" 0.646" 1.042" 14.72 " 10.09 " 115.4 " 238.4 " 52.95 " 3.718" 2.567" 5
6 1.233" 0.548" 0.692" 0.612" 0.882" 104.1 $ 9.463" 119.4 " 256.7 " 45.19 " 3.656" 2.833" 6
7 0.838" 0.985" 0.694" 0.616" 0.833" 123.5 " 9.623" 222.9 " 215.6 " 38.01 " 3.954" 2.382" 7
8 0.667" 1.209" 0.402" 0.654" 0.794" 53.00 " 11.71 " 197.8 " 178.1 " 29.05 " 4.357" 2.099" 8
9 0.708" 1.211" 0.271" 0.681" 0.843" 63.64 " 18.38 " 141.0 " 155.2 " 26.69 " 4.295" 1.967" 9
10 0.730" 0.752" 0.316" 0.785" 0.947" 89.73 " 78.43 " 122.4 " 118.9 " 23.97 " 4.193" 1.838" 10
11 0.755" 0.402" 0.289" 0.792" 1.212" 82.50 " 76.54 " 173.0 " 94.23 " 21.27 " 4.071" 1.643" 11
12 0.678" 0.524" 0.277" 0.642" 1.362" 63.93 " 55.19 " 239.8 " 79.47 " 19.27 " 4.110" 1.596" 12
13 0.686" 0.605" 0.413" 0.625" 1.459" 55.64 " 47.07 " 185.9 " 66.32 " 16.41 " 3.860" 1.557" 13
14 0.691" 0.528" 0.476" 0.651" 1.195" 48.23 " 38.60 " 277.2 " 56.95 " 15.60 " 3.765" 1.532" 14
15 0.537" 0.430" 0.394" 0.648" 1.054" 42.68 " 33.08 " 308.1 " 49.53 " 15.84 " 3.297" 1.508" 15
16 0.877" 0.396" 0.475" 0.613" 1.031" 39.37 " 28.91 " 216.5 " 43.23 " 15.59 " 2.939" 1.385" 16
17 0.919" 0.372" 0.557" 0.714" 0.956" 36.19 " 26.11 " 471.1 $ 38.82 " 15.67 " 2.747" 1.264" 17
18 0.901" 0.375" 0.756" 0.838" 0.909" 31.12 " 55.19 "1717 $ 35.49 " 13.98 " 2.513" 1.224" 18
19 0.940" 0.526" 0.595" 0.871" 0.948" 17.96 " 90.80 "1135 $ 31.15 " 13.37 " 2.400" 1.261" 19
20 0.950" 0.404" 0.415" 0.905" 0.938" 12.84 " 70.38 " 705.2 $ 28.15 " 13.17 " 2.838" 1.101" 20
21 0.777" 0.498" 0.466" 0.893" 0.927" 10.60 " 62.70 " 422.6 " 25.99 " 14.86 " 6.453" 1.038" 21
22 0.928" 0.455" 0.608" 0.889" 0.981" 19.59 " 68.98 " 355.0 " 24.54 " 17.15 " 4.544" 1.033" 22
23 0.838" 0.319" 0.552" 0.978" 0.952" 23.57 " 223.9 " 579.5 $ 25.63 " 16.70 " 5.099" 0.941" 23
24 0.654" 0.488" 0.576" 1.101" 0.952" 18.89 " 205.7 "1042 $ 23.90 " 13.09 " 4.441" 0.912" 24
25 0.804" 0.330" 0.588" 0.880" 1.139" 16.46 " 129.7 "1243 $ 19.96 " 8.301" 3.645" 1.043" 25
26 0.723" 0.316" 0.605" 0.565" 1.117" 14.55 " 106.7 " 677.9 $ 20.37 " 7.113" 3.253" 1.102" 26
27 0.821" 0.393" 0.469" 0.520" 1.187" 14.31 " 81.38 " 563.2 $ 26.53 " 6.570" 2.896" 1.090" 27
28 0.849" 0.544" 0.430" 0.453" 1.309" 16.46 " 103.0 " 589.7 $ 31.21 " 7.246" 2.523" 1.022" 28
29 0.813" 0.549" 0.551" 0.473" 1.525" 13.66 " 358.3 " 533.4 $ 31.30 " 5.886" 2.311" 1.039" 29
30 0.670" 0.604" 0.518" 1.706" 11.87 " 265.6 " 627.2 $ 18.87 " 5.863" 2.193" 1.085" 30
31 0.508" 0.790" 1.662" 325.9 " 381.8 " 5.677" 1.264" 31
Mean 0.918" 0.597" 0.538" 0.706" 1.086" 35.84 $ 84.90 " 473.3 $ 98.93 " 20.37 " 3.734" 1.550"
Median 0.821" 0.524" 0.551" 0.652" 0.981" 19.24 $ 55.19 " 381.8 $ 46.38 " 15.84 " 3.812" 1.385"
Maximum 1.722" 1.211" 0.888" 1.101" 1.706" 123.5 $ 358.3 "1717 $ 320.9 " 59.35 " 6.453" 2.833"
Minimum 0.508" 0.316" 0.271" 0.453" 0.602" 2.389$ 9.463" 115.4 $ 18.87 " 5.677" 2.193" 0.912"
Total 28.46" 17.32" 16.69" 21.17" 33.65" 1075 $ 2632 "14674 $ 2968 " 631.5 " 112.0 " 48.04"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 60.81 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.386$ $ ... Relative Uncertainty +/-20%
Annual Total 22258 $
Maximum Minimum
Daily 1717 $ 0.271$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2025
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.185" 0.889" 0.690" 0.690" 0.868" 2.270" 9.110" 287.1 " 206.3 " 51.27 " 32.21 " 5.986" 1
2 1.090" 0.901" 0.664" 0.680" 0.981" 1.845" 43.40 " 975.2 $ 162.6 " 48.51 " 34.22 " 5.307" 2
3 1.055" 0.873" 0.665" 0.585" 1.098" 1.997" 481.1 $2000 $ 148.1 " 45.76 " 31.26 " 4.638" 3
4 1.017" 0.844" 0.686" 1.064" 1.200" 4.183" 412.1 $1156 $ 137.2 " 146.8 " 27.51 " 4.064" 4
5 1.034" 0.663" 0.834" 1.477" 1.437" 4.739" 147.0 " 710.9 $ 268.7 $ 291.6 " 25.45 " 3.593" 5
6 1.028" 0.916" 0.805" 1.696" 1.276" 2.568" 137.1 " 455.7 $1063 $ 198.3 " 24.90 " 3.278" 6
7 0.903" 0.968" 0.986" 1.186" 1.217" 1.920" 449.6 $ 343.6 " 943.7 $ 141.2 " 25.32 " 3.080" 7
8 1.031" 0.642" 0.932" 0.974" 1.142" 1.673" 322.8 " 305.1 " 646.7 $ 114.3 " 22.98 " 2.841" 8
9 1.006" 0.538" 0.909" 0.926" 1.063" 1.543" 172.0 " 323.9 " 427.9 " 97.45 " 20.56 " 2.573" 9
10 1.015" 0.590" 1.007" 0.870" 1.033" 1.668" 119.7 " 381.5 " 333.4 " 84.17 " 18.39 " 2.464" 10
11 0.868" 0.606" 1.192" 0.838" 0.982" 1.643" 93.94 " 355.6 " 283.6 " 74.95 " 15.90 " 2.357" 11
12 0.751" 0.575" 1.305" 0.923" 0.953" 2.030" 111.9 " 310.3 " 234.1 " 68.35 " 13.76 " 2.244" 12
13 0.897" 0.559" 1.212" 0.889" 0.940" 2.013" 157.1 " 266.0 " 238.0 " 62.86 " 12.08 " 2.183" 13
14 0.852" 0.623" 0.767" 0.870" 0.929" 1.948" 131.2 " 324.5 " 421.6 $ 57.05 " 12.04 " 2.035" 14
15 1.031" 0.671" 0.654" 0.873" 0.912" 2.240" 121.4 " 340.6 " 625.1 $ 51.94 " 14.01 " 2.160" 15
16 1.209" 0.631" 0.713" 0.854" 0.913" 2.291" 136.0 " 290.8 " 453.8 $ 47.57 " 13.90 " 1.989" 16
17 1.273" 0.555" 0.795" 0.849" 0.911" 2.385" 131.3 " 240.7 " 461.2 $ 46.86 " 20.11 " 1.837" 17
18 1.060" 0.643" 0.848" 0.957" 0.910" 3.986" 110.3 " 201.6 " 501.7 $ 49.06 " 21.77 " 1.880" 18
19 1.177" 0.807" 0.783" 0.959" 0.978" 8.402" 104.5 " 997.7 $ 358.4 " 67.05 " 10.66 " 1.858" 19
20 1.060" 0.828" 0.820" 0.904" 1.043" 11.10 " 112.4 "2229 $ 304.4 " 120.7 " 5.444" 1.701" 20
21 0.906" 0.798" 0.864" 0.888" 0.948" 33.94 " 270.5 "1145 $ 252.9 " 114.1 " 5.060" 1.620" 21
22 0.897" 0.796" 0.810" 0.887" 1.057" 40.64 " 228.4 " 684.7 $ 199.4 " 86.86 " 5.650" 1.555" 22
23 0.996" 0.822" 0.772" 1.033" 1.047" 41.00 " 266.7 " 432.4 " 166.1 " 72.36 " 9.928" 1.911" 23
24 0.999" 0.752" 0.737" 0.994" 1.133" 26.54 " 560.1 $ 477.4 $ 146.3 " 64.38 " 28.38 " 2.363" 24
25 1.073" 0.792" 0.633" 0.907" 1.185" 18.86 " 395.5 " 909.3 $ 132.1 " 73.94 " 22.13 " 2.263" 25
26 1.107" 0.657" 0.539" 0.953" 1.175" 14.18 " 252.0 " 812.9 $ 120.7 " 70.08 " 17.65 " 2.263" 26
27 0.979" 0.601" 0.541" 0.895" 1.188" 11.28 " 321.1 $ 680.1 $ 102.3 " 57.74 " 13.52 " 2.198" 27
28 0.954" 0.642" 0.512" 0.912" 1.163" 8.960"1193 $ 476.9 $ 71.66 " 46.25 " 10.58 " 2.094" 28
29 0.907" 0.534" 0.898" 1.097" 7.479"1138 $ 354.9 " 62.28 " 33.84 " 8.652" 2.033" 29
30 0.971" 0.602" 0.884" 1.226" 7.100" 602.0 $ 304.7 " 55.17 " 29.76 " 7.055" 2.049" 30
31 0.736" 0.645" 2.686" 355.0 " 262.2 " 28.85 " 1.638" 31
Mean 1.002" 0.721" 0.789" 0.944" 1.119" 9.081" 293.1 $ 614.1 $ 317.6 $ 82.06 " 17.70 " 2.582"
Median 1.015" 0.667" 0.772" 0.901" 1.057" 3.277" 172.0 $ 381.5 $ 245.5 $ 67.05 " 16.77 " 2.198"
Maximum 1.273" 0.968" 1.305" 1.696" 2.686" 41.00 "1193 $2229 $1063 $ 291.6 " 34.22 " 5.986"
Minimum 0.736" 0.538" 0.512" 0.585" 0.868" 1.543" 9.110$ 201.6 $ 55.17 $ 28.85 " 5.060" 1.555"
Total 31.07" 20.18" 24.46" 28.32" 34.69" 272.4 " 9087 $19036 $ 9528 $ 2544 " 531.1 " 80.05"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 112.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.357$ $ ... Relative Uncertainty +/-20%
Annual Total 41217 $
Maximum Minimum
Daily 2229 $ 0.512$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 610219 Capel River - Yates Bridge Year 2026
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 1.383" 1.107" 1.534" 1.721" 1.592" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 1.357" 1.166" 1.633" 1.547" 1.611" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 1.550" 1.154" 1.562" 1.520" 1.592" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 1.983" 0.972" 1.690" 1.487" 1.600" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 1.649" 0.967" 1.610" 1.399" 1.608" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 1.409" 0.875" 1.675" 1.379" 1.519" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 1.321" 0.908" 1.941" 1.369" 1.473" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 1.275" 0.652" 1.917" 1.362" 1.467" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 1.276" 0.720" 1.616" 1.409" 1.440" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 1.300" 0.909" 1.415" 1.469" 1.414" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 1.247" 1.045" 1.393" 1.365" 1.387" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 1.251" 1.005" 1.523" 1.226" 1.307" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1.193" 1.042" 1.516" 1.236" 1.296" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 1.086" 0.971" 1.372" 1.114" 1.351" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 1.141" 0.919" 1.401" 1.070" 1.478" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 1.165" 0.878" 1.414" 1.058" 1.504" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 1.073" 0.830" 1.482" 1.067" 1.529" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 1.036" 0.720" 1.437" 1.169" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 1.051" 0.786" 1.464" 1.169" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.991" 0.712" 1.586" 1.366" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 1.232" 0.703" 1.098" 1.489" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 1.347" 0.870" 0.784" 1.554" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 1.109" 0.900" 0.868" 1.781" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.988" 1.060" 0.982" 1.582" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.904" 1.142" 1.056" 1.823" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.834" 1.256" 1.407" 1.567" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.815" 1.338" 2.123" 1.824" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.776" 1.453" 2.473" 2.165" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.883" 3.531" 1.999" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.979" 2.479" 1.620" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 1.016" 2.058" [ ] [ ] [ ] [ ] [ ] 31
Mean 1.181" 0.966" 1.614" 1.463" 1.481" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 1.165" 0.943" 1.523" 1.439" 1.478" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 1.983" 1.453" 3.531" 2.165" 1.611" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.776" 0.652" 0.784" 1.058" 1.296" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 36.62 " 27.06 " 50.04 " 43.90 " 25.17 " [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 14 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.334" " ... Relative Uncertainty +/-10%
Ann. Median 1.357" [ ... Not Available
Annual Total 182.8 "
Missing Days 228
Maximum Minimum
Daily 3.531" 0.652"