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Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 22.18 $ 4.462$ 6.623$ 7.549$ 9.653$ 18.16 # 101.6 # 72.42 & 672.8 & 61.77 # 15.56 # 41.89 " 1
2 20.80 $ 6.132$ 6.821$ 9.481$ 9.753$ 18.40 # 82.74 #1372 & 488.7 & 57.46 # 15.45 # 43.26 " 2
3 16.92 $ 5.567$ 6.895$ 10.59 $ 10.36 $ 18.25 # 323.0 $ 826.1 & 374.3 & 56.44 # 15.34 # 35.72 " 3
4 13.96 $ 5.510$ 6.691$ 9.911$ 15.05 $ 21.23 # 157.3 $ 346.8 & 331.9 $ 50.60 # 15.10 # 29.42 # 4
5 12.15 $ 5.967$ 6.273$ 9.552$ 17.55 $ 28.75 # 79.44 # 169.6 $ 339.3 $ 56.13 # 13.53 # 22.03 # 5
6 10.72 $ 5.772$ 6.021$ 8.816$ 17.07 $ 28.08 # 67.16 # 119.9 # 356.6 $ 391.2 & 14.25 # 19.34 # 6
7 9.433$ 20.28 $ 5.944$ 8.360$ 21.58 # 33.02 # 50.62 # 179.3 # 318.0 $ 352.3 & 19.70 # 16.41 # 7
8 8.351$ 40.29 $ 6.042$ 8.730$ 19.39 # 30.23 # 37.55 " 116.9 # 283.5 $ 209.1 $ 56.33 # 30.27 # 8
9 7.543$ 17.25 $ 6.179$ 11.01 $ 20.54 # 27.22 # 32.83 " 123.6 # 292.1 $ 130.3 # 38.60 # 143.7 # 9
10 7.617$ 19.52 $ 6.060$ 12.78 $ 18.84 # 28.41 # 32.75 # 114.6 # 277.5 $ 100.8 # 26.60 # 63.41 # 10
11 7.756$ 17.40 $ 5.730$ 12.00 $ 15.21 # 101.9 # 30.53 # 137.2 # 249.3 $ 84.23 # 22.08 # 34.87 # 11
12 7.936$ 12.85 $ 5.542$ 11.12 $ 15.16 # 71.91 # 27.38 # 128.4 # 221.3 # 75.74 # 18.04 # 25.47 # 12
13 7.666$ 10.66 $ 5.633$ 10.31 $ 15.11 # 54.56 # 33.50 # 76.95 # 224.2 $ 63.36 # 14.51 # 39.94 # 13
14 7.167$ 10.41 $ 5.676$ 9.873$ 17.03 # 44.48 # 57.53 # 55.36 # 222.4 # 57.03 # 28.85 # 54.39 # 14
15 6.775$ 9.918$ 5.876$ 9.313$ 19.78 # 39.31 " 46.61 # 118.7 $ 208.4 # 55.73 # 101.0 # 34.48 # 15
16 6.386$ 9.278$ 6.590$ 8.808$ 15.93 # 50.50 # 50.05 # 308.7 $ 190.1 # 56.53 # 100.1 # 23.65 # 16
17 6.141$ 8.703$ 8.619$ 8.632$ 14.59 # 50.49 # 153.1 # 215.2 $ 234.0 $ 52.49 # 53.60 # 18.90 # 17
18 5.905$ 8.505$ 10.97 $ 8.788$ 14.78 # 43.78 " 84.57 # 104.6 # 190.1 # 45.38 # 60.65 # 15.63 # 18
19 5.705$ 9.147$ 12.39 $ 9.340$ 14.86 # 45.53 " 101.3 # 74.85 # 172.3 # 40.90 " 268.0 $ 15.48 # 19
20 5.501$ 8.747$ 10.67 $ 9.137$ 14.28 # 45.60 " 89.31 # 57.99 # 176.2 # 34.71 # 387.9 & 14.49 # 20
21 5.349$ 7.878$ 9.069$ 8.757$ 11.41 # 60.43 # 52.52 # 48.46 # 186.5 # 30.19 # 381.2 & 11.82 # 21
22 5.207$ 7.287$ 7.965$ 8.429$ 12.75 # 79.63 # 38.45 " 41.06 " 158.5 # 26.32 # 274.4 $ 11.77 # 22
23 5.075$ 7.034$ 7.313$ 8.129$ 18.19 # 61.12 # 32.83 " 37.22 " 157.9 # 24.89 # 128.8 # 11.70 # 23
24 5.027$ 6.835$ 7.225$ 7.927$ 101.0 # 35.89 # 30.37 # 32.83 " 137.3 # 24.79 # 85.25 # 11.43 # 24
25 4.842$ 6.719$ 17.98 $ 7.886$ 99.31 # 34.16 # 32.30 # 37.94 # 99.58 # 30.72 # 70.14 # 9.752# 25
26 4.705$ 6.690$ 17.97 $ 7.757$ 44.44 # 52.89 # 31.20 # 72.59 # 76.48 # 34.55 # 56.92 # 8.513# 26
27 4.634$ 6.732$ 11.49 $ 7.814$ 32.66 # 53.92 # 32.96 # 143.9 $ 94.16 # 29.86 # 50.25 # 8.412# 27
28 4.558$ 6.384$ 9.214$ 8.438$ 24.88 # 141.3 $ 39.72 # 377.6 & 88.87 # 24.80 # 44.38 " 8.461# 28
29 4.387$ 6.359$ 8.109$ 9.012$ 19.36 # 329.7 $ 84.30 # 328.9 $ 79.92 # 22.45 # 39.49 # 8.352# 29
30 4.213$ 7.617$ 9.482$ 18.31 # 235.7 $ 59.42 # 218.1 $ 67.99 # 19.63 # 46.68 # 8.228# 30
31 4.149$ 7.508$ 18.22 # 40.16 " 533.2 & 18.78 # 6.785# 31
Mean 8.024$ 10.29 $ 8.152$ 9.258$ 23.13 $ 62.82 $ 68.16 $ 212.6 & 232.3 & 74.81 & 82.09 & 26.71 #
Median 6.386$ 7.878$ 6.895$ 8.914$ 17.07 $ 45.01 $ 50.05 $ 119.9 & 214.9 & 52.49 & 45.53 & 18.90 #
Maximum 22.18 $ 40.29 $ 17.98 $ 12.78 $ 101.0 $ 329.7 $ 323.0 $1372 & 672.8 & 391.2 & 387.9 & 143.7 #
Minimum 4.149$ 4.462$ 5.542$ 7.549$ 9.653$ 18.16 $ 27.38 $ 32.83 & 67.99 & 18.78 & 13.53 & 6.785#
Total 248.8 $ 298.3 $ 252.7 $ 277.7 $ 717.1 $1885 $2113 $6591 &6970 &2319 &2463 & 828.0 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 68.21 & " ... Relative Uncertainty +/-10%
Ann. Median 24.79 & # ... Relative Uncertainty +/-15%
Annual Total 24964 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1372 & 4.149&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 8.198# 7.467# 7.628# 12.19 # 91.06 # 108.8 # 301.1 $ 193.2 $ 172.2 " 90.06 # 39.36 # 10.78 # 1
2 8.102# 7.719# 7.628# 12.18 # 76.10 # 114.7 # 304.8 $ 115.5 # 172.4 " 209.1 $ 32.61 # 10.48 # 2
3 8.166# 7.937# 7.442$ 13.73 # 85.48 # 120.7 # 308.3 $ 85.32 # 172.7 " 129.6 # 25.95 # 10.19 # 3
4 7.312# 7.876# 5.768$ 15.83 # 126.5 # 126.6 # 311.8 $ 76.86 # 172.9 " 71.34 # 22.75 # 9.908# 4
5 6.701# 7.884# 7.549$ 15.83 # 133.5 # 132.3 # 302.8 $ 80.53 # 173.1 " 56.23 # 20.32 # 9.628# 5
6 6.146# 9.877# 7.628# 15.83 # 72.35 # 138.2 # 168.2 $ 246.0 $ 173.3 " 50.92 # 19.83 # 9.353# 6
7 5.994# 10.58 # 7.628# 15.83 # 47.48 # 144.2 # 103.2 # 218.3 $ 173.5 " 79.88 # 19.40 # 9.083# 7
8 5.978# 9.352# 7.894# 15.83 # 35.16 # 150.3 # 84.75 # 154.6 # 173.8 " 64.66 # 18.98 # 8.817# 8
9 5.978# 9.193# 7.967# 15.83 # 29.85 # 156.6 " 85.81 # 162.7 # 174.0 " 65.22 # 18.56 # 8.696# 9
10 6.178# 8.149# 8.192# 15.84 # 28.74 # 163.1 " 299.9 $ 138.7 # 174.2 " 56.46 # 18.15 # 8.843# 10
11 6.334# 7.884# 7.944# 16.54 # 29.92 # 169.6 " 391.6 & 95.85 # 174.4 " 47.33 # 17.74 # 9.948# 11
12 6.849# 7.884# 7.628# 18.98 # 27.85 # 176.4 # 433.7 & 123.7 # 174.6 " 41.75 " 17.34 # 9.494# 12
13 6.473# 6.782# 7.628# 19.11 # 24.98 # 183.3 # 370.0 & 168.1 " 174.9 " 41.06 " 16.95 # 8.867# 13
14 6.318# 6.564# 7.921# 15.83 # 27.61 # 190.4 # 277.5 $ 168.3 " 175.1 " 36.36 " 16.56 # 10.05 # 14
15 5.978# 6.944# 8.908# 15.83 # 30.97 # 197.6 # 219.8 $ 168.5 " 175.3 " 33.06 " 16.17 # 9.425# 15
16 7.276# 7.835# 9.953# 15.30 # 34.52 " 205.0 # 259.6 $ 168.7 " 175.5 " 80.01 # 15.80 # 8.674# 16
17 8.270# 6.693# 13.48 # 13.56 # 38.27 " 212.6 # 213.6 $ 168.9 " 175.8 # 71.98 # 15.43 # 7.853# 17
18 6.453# 7.884# 20.56 # 12.22 # 42.26 " 220.3 # 146.6 # 169.2 " 176.0 # 50.37 # 15.06 # 7.024# 18
19 5.978# 7.884# 38.52 # 16.14 # 46.46 # 228.2 # 115.8 # 169.4 " 176.2 # 42.20 " 14.70 # 7.578# 19
20 6.050# 7.479# 102.1 # 19.77 # 50.64 # 236.1 $ 95.86 # 169.6 " 161.8 # 37.03 " 14.35 # 8.358# 20
21 5.978# 7.730# 95.99 # 16.21 # 54.81 # 243.4 $ 84.52 # 169.8 " 106.9 # 39.04 " 14.00 # 8.087# 21
22 5.978# 7.852# 46.84 # 15.78 # 59.09 # 250.2 $ 82.48 # 170.0 " 76.67 # 45.29 " 13.65 # 7.551# 22
23 5.978# 7.212# 24.51 # 12.86 # 63.42 # 257.1 $ 109.3 # 170.2 " 59.79 # 40.28 " 13.31 # 7.243# 23
24 5.978# 7.033# 19.49 # 13.94 # 67.88 # 264.1 $ 127.2 # 170.5 " 50.69 # 37.13 " 12.98 # 7.412# 24
25 5.978# 7.779# 16.87 # 13.21 # 72.53 # 270.9 $ 93.37 # 170.7 " 44.65 " 33.65 " 12.65 # 7.682# 25
26 5.244$ 7.810# 15.83 # 14.64 # 77.32 # 276.8 $ 74.99 # 170.9 " 40.86 " 29.57 # 12.32 # 7.238# 26
27 4.626$ 8.206# 15.83 # 15.83 # 82.18 # 282.2 $ 66.92 # 171.1 " 37.41 " 29.53 # 12.00 # 6.706# 27
28 4.877$ 7.628# 15.83 # 15.82 # 87.14 # 287.5 $ 63.77 # 171.3 " 39.32 " 43.07 # 11.69 # 7.169# 28
29 5.571$ 14.27 # 17.18 # 92.28 # 292.3 $ 195.9 $ 171.6 " 38.26 " 37.08 " 11.38 # 8.616# 29
30 5.910$ 12.19 # 94.46 # 97.60 # 296.8 $ 268.4 $ 171.8 " 71.49 # 30.73 # 11.08 # 8.132# 30
31 5.978# 12.19 # 103.1 # 306.4 $ 172.0 " 28.07 # 7.811# 31
Mean 6.349$ 7.897# 19.03 $ 18.07 # 62.49 # 203.2 $ 202.2 & 158.8 $ 134.6 # 56.39 $ 17.37 # 8.603#
Median 5.994$ 7.844# 9.953$ 15.83 # 59.09 # 201.3 $ 195.9 & 169.4 $ 173.0 # 43.07 $ 15.99 # 8.674#
Maximum 8.270$ 10.58 # 102.1 $ 94.46 # 133.5 # 296.8 $ 433.7 & 246.0 $ 176.2 # 209.1 $ 39.36 # 10.78 #
Minimum 4.626$ 6.564# 5.768$ 12.18 # 24.98 # 108.8 $ 63.77 & 76.86 $ 37.41 # 28.07 $ 11.08 # 6.706#
Total 196.8 $ 221.1 # 589.8 $ 542.1 #1937 #6096 $6268 &4922 $4038 #1748 $ 521.1 # 266.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 74.92 & " ... Relative Uncertainty +/-10%
Ann. Median 29.92 & # ... Relative Uncertainty +/-15%
Annual Total 27347 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 433.7 & 4.626&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 7.276# 5.309$ 6.978# 9.296# 11.14 # 53.71 # 32.42 # 36.78 " 82.46 # 28.10 # 15.99 # 9.900# 1
2 7.148# 5.073$ 6.508# 9.405# 10.79 # 297.0 $ 37.75 " 32.32 # 265.1 $ 35.40 # 14.89 # 9.678# 2
3 7.134# 5.326$ 6.254# 8.439# 10.51 # 282.0 $ 28.12 # 29.61 # 259.3 $ 72.20 # 13.93 # 9.174# 3
4 7.623# 6.320# 6.136# 7.924# 10.15 # 231.2 $ 30.88 # 279.1 & 108.1 # 41.37 # 13.39 # 8.646# 4
5 7.988# 6.550# 6.098# 9.782# 10.12 # 110.6 # 32.35 " 369.9 $ 66.49 # 42.17 # 13.62 # 8.300# 5
6 7.605# 6.373# 6.099# 10.43 # 10.52 # 57.08 # 35.31 " 335.1 & 52.10 # 73.89 # 13.06 # 7.915# 6
7 7.898# 6.372# 5.991# 9.118# 10.36 # 38.44 " 37.72 " 139.6 # 50.02 # 43.08 # 11.95 # 7.817# 7
8 7.683# 7.062# 5.785# 8.632# 9.874# 38.90 # 77.51 # 66.47 # 43.13 " 29.38 # 10.88 # 7.461# 8
9 7.368# 7.634# 5.620$ 8.533# 9.642# 87.06 # 71.59 # 60.10 # 36.75 " 23.30 # 10.03 # 6.785# 9
10 7.203# 8.359# 5.726$ 8.743# 9.803# 55.48 # 125.9 # 153.2 $ 54.53 # 21.60 # 9.875# 6.165# 10
11 6.675# 7.653# 6.004# 8.563# 19.51 # 39.37 " 164.2 # 361.7 & 111.3 # 21.99 # 10.41 # 6.748# 11
12 6.385# 6.851# 5.950# 8.072# 96.86 # 40.64 " 81.96 # 377.5 & 62.47 # 22.38 # 10.11 # 6.818# 12
13 6.860# 6.183# 5.388$ 7.489# 44.29 # 45.96 " 53.36 # 248.2 $ 45.36 # 27.38 # 9.645# 6.935# 13
14 8.319# 6.145# 5.354$ 8.067# 24.47 # 43.06 " 47.71 # 105.8 # 40.77 " 171.9 # 9.455# 7.133# 14
15 7.553# 6.739# 5.620$ 8.767# 18.44 # 34.21 # 40.91 " 69.96 # 35.08 " 170.6 # 9.126# 7.002# 15
16 6.245# 6.772# 5.968# 10.05 # 15.87 # 26.76 # 39.59 # 56.84 # 32.49 " 176.9 # 8.622# 7.162# 16
17 6.039# 6.369# 6.377# 10.83 # 14.54 # 23.74 # 56.52 # 154.8 # 30.78 # 84.33 # 9.498# 6.859# 17
18 6.444# 5.870# 6.533# 9.491# 13.47 # 22.65 # 54.87 # 156.6 # 28.85 # 48.69 # 13.66 # 6.423# 18
19 6.516# 5.485$ 6.574# 8.767# 13.10 # 26.32 # 47.81 # 90.39 # 26.63 # 34.01 # 25.40 # 6.296# 19
20 6.348# 5.071$ 6.843# 8.035# 16.09 # 27.18 # 41.35 " 62.72 # 25.02 # 27.16 # 19.13 # 6.514# 20
21 6.178# 5.355$ 7.160# 8.468# 39.74 " 84.46 # 36.69 " 58.10 # 23.10 # 23.55 # 13.55 # 6.498# 21
22 5.576$ 6.208# 7.456# 10.01 # 46.25 # 138.3 # 39.02 " 64.98 # 21.22 # 20.50 # 11.73 # 6.231# 22
23 5.362$ 6.460# 8.055# 9.936# 50.94 # 79.85 # 41.87 " 58.43 # 20.09 # 17.81 # 10.92 # 5.906# 23
24 5.469$ 6.476# 7.950# 11.01 # 130.0 $ 57.90 # 41.00 " 49.48 # 20.30 # 18.48 # 10.31 # 5.490$ 24
25 5.554$ 7.522# 7.534# 10.90 # 175.9 $ 49.02 # 37.83 " 43.03 " 19.75 # 52.26 # 12.30 # 5.023$ 25
26 7.366# 7.869# 7.998# 10.25 # 52.73 # 33.34 # 32.19 # 36.68 " 18.83 # 36.35 # 19.15 # 5.048$ 26
27 7.117# 7.756# 8.044# 11.49 # 27.70 # 29.57 # 29.50 # 34.52 " 17.83 # 27.85 # 21.69 # 5.032$ 27
28 6.497# 7.537# 8.627# 11.51 # 21.80 # 26.91 # 41.71 # 36.66 " 17.85 # 22.69 # 15.30 # 5.437$ 28
29 5.980# 8.294# 10.18 # 109.9 $ 22.04 # 45.36 " 32.58 " 17.66 # 19.89 # 12.44 # 5.445$ 29
30 5.560$ 8.322# 9.983# 305.3 $ 19.22 # 40.75 " 31.68 " 23.90 # 18.15 # 11.12 # 5.237$ 30
31 5.375$ 8.724# 108.0 # 38.02 " 34.15 # 17.08 # 5.160$ 31
Mean 6.721$ 6.525$ 6.773$ 9.406# 46.70 $ 70.73 $ 50.38 # 118.3 & 55.24 $ 47.43 # 13.04 # 6.782$
Median 6.675$ 6.417$ 6.508$ 9.350# 18.44 $ 41.85 $ 40.91 # 62.72 & 33.78 $ 28.10 # 12.12 # 6.748$
Maximum 8.319$ 8.359$ 8.724$ 11.51 # 305.3 $ 297.0 $ 164.2 # 377.5 & 265.1 $ 176.9 # 25.40 # 9.900$
Minimum 5.362$ 5.071$ 5.354$ 7.489# 9.642$ 19.22 $ 28.12 # 29.61 & 17.66 $ 17.08 # 8.622# 5.023$
Total 208.3 $ 182.7 $ 210.0 $ 282.2 #1448 $2122 $1562 #3667 &1657 $1470 # 391.2 # 210.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.74 & " ... Relative Uncertainty +/-10%
Ann. Median 13.55 & # ... Relative Uncertainty +/-15%
Annual Total 13411 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 377.5 & 5.023&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 5.141$ 4.985$ 8.435# 9.763# 14.00 # 15.96 # 33.79 " 55.76 # 41.55 " 84.38 # 26.74 # 10.19 # 1
2 5.301$ 5.384$ 8.521# 9.215# 13.35 # 16.27 # 29.76 # 40.95 " 54.19 # 37.07 # 25.96 # 9.441# 2
3 4.992$ 5.413$ 7.701# 8.174# 11.65 # 17.25 # 26.50 # 32.89 # 316.3 & 26.42 # 24.60 # 8.887# 3
4 4.780$ 5.113$ 7.932# 8.524# 11.44 # 17.25 # 24.38 # 28.60 # 413.4 & 24.15 # 19.16 # 8.291# 4
5 5.364$ 5.267$ 7.804# 9.048# 10.82 # 16.39 # 22.49 # 26.33 # 308.8 $ 27.74 # 15.37 # 7.671# 5
6 6.876# 5.444$ 6.935# 8.191# 10.26 # 16.92 # 21.50 # 24.48 # 335.5 & 24.24 # 13.64 # 7.237# 6
7 6.778# 5.441$ 6.377# 7.531# 9.894# 16.86 # 21.33 # 23.26 # 393.9 & 22.05 # 13.09 # 7.080# 7
8 6.041# 5.361$ 6.303# 7.233# 9.893# 17.73 # 46.81 # 21.65 # 195.0 $ 20.47 # 19.78 # 7.503# 8
9 5.610$ 5.039$ 6.738# 7.055# 10.89 # 71.19 # 82.92 # 21.72 # 97.20 # 18.45 # 36.05 # 7.631# 9
10 5.168$ 4.789$ 6.833# 7.440# 12.51 # 73.13 # 93.64 # 23.76 # 68.45 # 17.95 # 29.09 # 7.314# 10
11 4.979$ 4.375$ 6.368# 7.434# 12.49 # 36.73 # 53.23 # 24.05 # 51.36 # 22.52 # 18.71 # 6.969# 11
12 4.824$ 4.407$ 6.420# 7.138# 39.94 # 26.17 # 59.05 # 32.99 # 42.22 " 25.20 # 14.96 # 6.450# 12
13 4.976$ 4.498$ 6.405# 6.878# 101.2 # 41.27 # 76.18 # 94.06 # 36.77 " 22.22 # 13.52 # 6.276# 13
14 6.852# 5.475$ 6.289# 6.626# 46.37 # 66.46 # 56.94 # 77.03 # 33.20 " 18.78 # 12.33 # 6.816# 14
15 8.291# 6.115# 6.144# 9.037# 23.41 # 37.49 # 45.87 " 45.61 # 41.63 # 16.19 # 11.15 # 7.827# 15
16 8.540# 5.584$ 5.469$ 10.04 # 15.69 # 26.72 # 69.89 # 31.09 # 34.30 " 17.74 # 10.86 # 7.293# 16
17 7.987# 5.062$ 5.624$ 9.224# 15.76 # 23.50 # 54.25 # 79.70 # 29.84 # 30.25 # 10.25 # 6.330# 17
18 6.925# 4.847$ 5.700$ 11.77 # 33.78 # 21.16 # 36.90 " 72.00 # 28.17 # 99.44 # 9.679# 6.319# 18
19 5.824# 5.210$ 5.726$ 11.59 # 22.49 # 19.14 # 29.71 # 43.94 # 26.51 # 70.07 # 9.562# 6.084# 19
20 5.836# 5.208$ 5.618$ 10.36 # 15.44 # 18.74 # 99.31 # 80.66 # 27.02 # 34.84 # 9.204# 6.111# 20
21 5.872# 4.905$ 5.310$ 9.962# 13.51 # 19.41 # 296.9 $ 50.46 # 25.67 # 25.41 # 8.591# 10.68 # 21
22 5.298$ 4.679$ 5.168$ 9.743# 15.11 # 19.57 # 151.7 # 33.70 " 25.23 # 21.24 # 8.098# 31.85 # 22
23 5.354$ 4.377$ 5.346$ 9.745# 37.58 # 24.47 # 78.84 # 32.69 " 24.49 # 17.85 # 7.862# 29.40 # 23
24 5.583$ 5.779$ 5.685$ 9.937# 59.37 # 39.53 " 52.61 # 117.5 # 22.50 # 15.93 # 7.827# 52.08 # 24
25 5.588$ 10.45 # 8.596# 9.858# 38.41 # 85.18 # 79.99 # 114.4 # 19.87 # 14.29 # 11.41 # 47.88 # 25
26 5.667$ 8.556# 10.92 # 9.485# 23.94 # 213.5 $ 69.27 # 66.24 # 18.54 # 14.06 # 12.49 # 34.78 # 26
27 5.828$ 7.492# 9.627# 9.494# 18.28 # 130.0 # 47.72 # 51.94 # 18.05 # 13.65 # 13.46 # 26.82 # 27
28 8.428# 7.630# 8.642# 11.31 # 16.74 # 58.61 # 42.24 " 35.89 " 18.58 # 12.71 # 13.42 # 21.93 # 28
29 7.542# 8.204# 11.72 # 26.50 # 36.54 " 64.24 # 45.44 # 26.51 # 12.51 # 11.32 # 29.90 # 29
30 5.912# 7.457# 11.81 # 22.31 # 33.48 " 112.7 # 66.73 # 80.62 # 27.51 # 10.56 # 30.14 # 30
31 5.294$ 8.589# 17.11 # 83.98 # 57.82 # 42.13 " 19.29 # 31
Mean 6.047$ 5.603$ 6.996$ 9.178# 23.55 # 41.89 $ 66.60 $ 50.11 # 95.18 & 28.30 # 14.96 # 15.56 #
Median 5.667$ 5.239$ 6.420$ 9.354# 15.76 # 25.32 $ 54.25 $ 43.94 # 35.54 & 22.22 # 12.79 # 7.827#
Maximum 8.540$ 10.45 $ 10.92 $ 11.81 # 101.2 # 213.5 $ 296.9 $ 117.5 # 413.4 & 99.44 # 36.05 # 52.08 #
Minimum 4.780$ 4.375$ 5.168$ 6.626# 9.893# 15.96 $ 21.33 $ 21.65 # 18.05 & 12.51 # 7.827# 6.084#
Total 187.5 $ 156.9 $ 216.9 $ 275.3 # 730.2 #1257 $2065 $1553 #2855 & 877.5 # 448.8 # 482.5 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 30.43 & " ... Relative Uncertainty +/-10%
Ann. Median 15.69 & # ... Relative Uncertainty +/-15%
Annual Total 11106 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 413.4 & 4.375&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 15.29 # 6.947# 4.431$ 8.349# 9.231# 22.44 # 38.81 " 88.68 # 31.28 # 104.2 # 19.18 # 25.02 # 1
2 12.90 # 6.313# 4.421$ 7.666# 9.747# 15.30 # 26.90 # 98.27 # 26.65 # 71.36 # 17.47 # 18.64 # 2
3 10.78 # 5.554$ 4.705$ 7.169# 9.861# 14.67 # 49.87 # 156.2 & 25.12 # 62.44 # 15.40 # 14.45 # 3
4 9.197# 5.157$ 5.376$ 7.684# 9.790# 14.53 # 62.75 # 385.4 & 27.48 # 50.25 # 13.99 # 10.21 # 4
5 9.323# 4.861$ 5.697$ 7.851# 13.44 # 12.56 # 37.26 # 150.3 $ 23.14 # 43.24 " 13.11 # 10.16 # 5
6 9.233# 4.709$ 5.696# 7.408# 13.42 # 12.09 # 25.46 # 68.58 # 23.43 # 36.03 " 12.58 # 9.803# 6
7 8.467# 4.650$ 5.377$ 7.038# 11.38 # 14.11 # 21.08 # 264.5 $ 25.45 # 30.93 # 15.77 # 10.27 # 7
8 7.444# 5.185$ 5.074$ 6.970# 11.18 # 15.04 # 52.79 # 122.8 $ 22.89 # 26.33 # 15.51 # 9.767# 8
9 7.681# 5.485$ 4.739$ 6.885# 10.87 # 13.32 # 56.22 # 55.27 # 21.31 # 26.12 # 12.56 # 8.663# 9
10 7.728# 5.043$ 4.276$ 6.718# 10.84 # 12.58 # 35.93 # 51.61 # 150.4 $ 32.88 # 11.60 # 8.543# 10
11 7.250# 4.379$ 4.523$ 7.655# 12.75 # 12.38 # 25.76 # 90.24 # 283.3 $ 59.80 # 10.57 # 10.06 # 11
12 6.868# 3.581$ 4.798$ 8.622# 13.04 # 20.21 # 22.53 # 60.20 # 123.7 # 44.27 # 8.924# 111.4 # 12
13 7.163# 3.050$ 4.804$ 10.25 # 11.76 # 24.49 # 22.34 # 180.8 $ 58.03 # 30.63 # 8.633# 181.8 # 13
14 7.513# 4.090$ 4.862$ 9.843# 10.46 # 19.61 # 21.64 # 96.38 # 64.82 $ 26.13 # 8.947# 94.57 # 14
15 7.096# 5.776$ 6.253$ 8.762# 10.33 # 15.56 # 20.67 # 54.11 # 278.7 $ 30.56 # 19.49 # 39.80 # 15
16 6.424# 5.616$ 8.595# 8.036# 10.01 # 43.27 # 21.41 # 37.08 " 167.6 $ 31.40 # 70.40 # 25.40 # 16
17 5.929# 5.321$ 8.220# 7.700# 15.43 # 32.02 # 82.05 # 31.86 # 67.30 # 27.32 # 69.27 # 19.18 # 17
18 5.815# 5.449$ 7.114# 7.412# 16.85 # 33.20 # 83.78 # 26.74 # 150.7 $ 25.99 # 30.39 # 15.55 # 18
19 6.310# 5.551$ 6.751# 6.818# 13.36 # 32.13 " 123.1 # 23.33 # 182.8 # 25.38 # 19.76 # 13.09 # 19
20 6.099# 5.609$ 6.406# 6.976# 11.62 # 28.29 # 60.56 # 25.92 # 95.56 # 25.23 # 15.79 # 11.21 # 20
21 5.728# 5.143$ 5.892# 8.551# 10.83 # 26.93 # 34.36 " 47.81 # 54.56 # 33.64 # 14.13 # 9.649# 21
22 5.510$ 4.767$ 5.516$ 8.615# 11.10 # 28.05 # 97.23 # 37.92 " 326.5 $ 87.66 # 12.17 # 9.302# 22
23 5.296$ 4.497$ 5.501$ 8.986# 11.24 # 24.91 # 161.9 # 37.70 " 257.1 $ 131.7 $ 10.77 # 9.080# 23
24 5.211$ 4.435$ 5.893# 9.359# 10.87 # 31.38 # 231.6 $ 38.93 " 107.0 # 352.4 $ 9.661# 8.411# 24
25 5.443$ 4.217$ 6.066# 11.72 # 9.883# 32.97 # 166.9 $ 44.90 " 60.83 # 204.8 $ 8.823# 7.636# 25
26 5.394$ 4.293$ 6.006# 15.01 # 9.482# 23.01 # 65.51 # 33.09 # 48.73 # 70.54 # 8.412# 7.503# 26
27 5.175$ 4.604$ 6.058# 15.07 # 9.311# 20.97 # 55.92 # 26.89 # 142.3 # 42.04 # 8.237# 7.076# 27
28 4.923$ 4.715$ 7.352# 12.28 # 9.688# 32.37 # 100.7 # 184.8 $ 156.0 # 31.34 # 8.277# 7.085# 28
29 4.850$ 4.615$ 10.76 # 10.42 # 9.644# 27.05 # 48.63 # 198.1 $ 334.7 & 25.76 # 8.272# 7.288# 29
30 7.000$ 9.958# 9.563# 9.297# 23.53 # 59.09 # 60.58 # 232.7 $ 21.83 # 9.558# 7.460# 30
31 8.041# 8.958# 19.33 # 81.50 # 37.59 " 20.03 # 7.282# 31
Mean 7.325$ 4.952$ 6.132$ 8.846# 11.49 # 22.63 # 64.32 $ 90.86 & 119.0 & 59.11 $ 16.92 # 23.72 #
Median 7.000$ 4.861$ 5.697$ 8.193# 10.87 # 22.72 # 52.79 $ 55.27 & 81.43 & 32.88 $ 12.57 # 10.06 #
Maximum 15.29 $ 6.947$ 10.76 $ 15.07 # 19.33 # 43.27 # 231.6 $ 385.4 & 334.7 & 352.4 $ 70.40 # 181.8 #
Minimum 4.850$ 3.050$ 4.276$ 6.718# 9.231# 12.09 # 20.67 $ 23.33 & 21.31 & 20.03 $ 8.237# 7.076#
Total 227.1 $ 143.6 $ 190.1 $ 265.4 # 356.0 # 678.9 #1994 $2817 &3570 &1832 $ 507.7 # 735.4 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.39 & " ... Relative Uncertainty +/-10%
Ann. Median 13.06 & # ... Relative Uncertainty +/-15%
Annual Total 13318 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 385.4 & 3.050&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 6.747# 3.827$ 7.434# 12.70 # 10.29 # 14.24 # 19.31 # 24.26 # 49.83 # 38.34 " 9.027# 6.637# 1
2 6.312# 4.064$ 6.777# 11.53 # 10.91 # 14.51 # 17.32 # 22.83 # 309.4 $ 36.82 " 9.030# 6.345# 2
3 5.710$ 4.214$ 6.487# 9.353# 9.899# 20.51 # 16.20 # 21.71 # 399.1 & 35.34 " 8.416# 7.121# 3
4 5.286$ 4.221$ 6.293# 7.436# 10.51 # 32.37 # 15.88 # 27.44 # 227.3 $ 33.89 " 7.958# 11.32 # 4
5 5.503$ 4.134$ 5.995# 8.006# 10.30 # 79.83 # 16.76 # 183.2 $ 100.7 # 32.47 " 8.911# 11.46 # 5
6 5.479$ 4.363$ 5.679$ 7.981# 10.16 # 86.55 # 19.77 # 302.2 $ 313.3 $ 31.10 " 9.301# 9.710# 6
7 5.174$ 4.382$ 5.750# 8.786# 9.529# 43.10 # 105.2 # 124.2 # 245.9 $ 29.74 # 7.835# 8.426# 7
8 4.969$ 5.550$ 5.948# 8.697# 9.185# 25.29 # 192.5 $ 62.25 # 109.4 # 28.39 # 7.765# 7.866# 8
9 4.852$ 5.993# 5.917# 8.045# 9.205# 72.81 # 274.1 $ 70.20 # 103.8 # 27.09 # 8.583# 7.181# 9
10 4.909$ 4.989$ 5.731# 7.761# 9.263# 66.30 # 75.78 # 249.4 $ 211.2 $ 25.82 # 8.565# 6.376# 10
11 4.704$ 4.721$ 5.776# 8.779# 14.92 # 39.44 # 38.24 " 179.7 $ 302.5 $ 24.58 # 9.768# 5.955# 11
12 4.215$ 5.155$ 5.703# 9.027# 19.17 # 63.89 # 28.37 # 76.78 # 296.5 $ 23.38 # 12.43 # 6.335# 12
13 4.550$ 5.149$ 5.734# 8.247# 14.82 # 65.76 # 66.53 # 47.09 # 410.7 & 22.22 # 11.32 # 6.450# 13
14 5.115$ 4.900$ 5.865# 7.448# 12.65 # 38.53 # 140.4 # 35.17 " 363.9 & 21.10 # 10.81 # 6.198# 14
15 5.073$ 4.707$ 5.931# 7.080# 11.64 # 26.92 # 76.13 # 46.56 # 259.2 $ 20.00 # 10.46 # 5.815$ 15
16 4.843$ 4.670$ 7.243# 7.186# 11.81 # 22.38 # 41.44 # 55.22 # 166.4 # 18.95 # 10.05 # 7.222# 16
17 4.661$ 4.711$ 8.572# 7.335# 11.90 # 19.65 # 29.50 # 55.44 # 110.2 # 17.92 # 9.412# 16.55 # 17
18 4.432$ 5.057$ 8.060# 7.307# 21.67 # 17.86 # 24.72 # 36.56 " 93.16 # 16.93 # 8.435# 14.08 # 18
19 4.657$ 6.064# 7.195# 7.555# 32.66 " 20.22 # 22.64 # 27.75 # 104.9 # 15.98 # 7.641# 9.749# 19
20 5.052$ 13.46 # 5.826# 7.821# 26.06 # 27.71 # 20.97 # 24.45 # 120.0 # 15.07 # 8.061# 8.321# 20
21 6.094# 13.56 # 6.562# 10.62 # 18.67 # 25.50 # 19.68 # 23.01 # 88.61 # 14.18 # 9.912# 6.810# 21
22 6.034# 11.37 # 6.564# 10.67 # 14.67 # 22.74 # 18.84 # 57.90 # 64.73 # 13.33 # 15.17 # 6.673# 22
23 5.378$ 12.74 # 6.951# 9.032# 13.17 # 27.43 # 18.35 # 49.21 # 53.01 # 12.51 # 11.77 # 6.183# 23
24 5.176$ 14.52 # 7.135# 8.385# 14.23 # 24.99 # 18.10 # 30.50 # 49.84 # 11.72 # 9.014# 5.163$ 24
25 4.893$ 27.26 # 7.176# 8.230# 16.70 # 20.50 # 68.53 # 24.89 # 48.21 # 10.96 # 6.981# 4.625$ 25
26 4.916$ 20.36 # 7.192# 8.309# 19.21 # 18.08 # 71.02 # 22.68 # 46.52 " 10.24 # 8.176# 4.639$ 26
27 4.932$ 11.92 # 7.197# 9.035# 16.04 # 17.18 # 98.08 # 23.31 # 44.81 " 9.537# 9.069# 4.609$ 27
28 4.763$ 9.005# 6.904# 9.698# 21.39 # 22.44 # 67.52 # 86.99 $ 43.14 " 9.130# 7.939# 4.361$ 28
29 4.350$ 7.911# 8.642# 20.58 # 29.72 # 43.28 " 370.9 & 41.50 " 8.869# 7.422# 4.246$ 29
30 3.701$ 11.34 # 8.100# 16.02 # 23.66 # 35.84 # 166.6 $ 39.91 " 9.336# 7.613# 4.354$ 30
31 3.651$ 15.14 # 14.53 # 27.47 # 61.91 # 9.496# 4.404$ 31
Mean 5.037$ 8.038$ 7.032$ 8.627# 14.90 # 34.34 # 55.76 $ 83.56 & 160.6 & 20.47 # 9.228# 7.264$
Median 4.932$ 5.103$ 6.564$ 8.278# 14.23 # 25.40 # 29.50 $ 49.21 & 107.1 & 18.95 # 8.962# 6.450$
Maximum 6.747$ 27.26 $ 15.14 $ 12.70 # 32.66 # 86.55 # 274.1 $ 370.9 & 410.7 & 38.34 # 15.17 # 16.55 $
Minimum 3.651$ 3.827$ 5.679$ 7.080# 9.185# 14.24 # 15.88 $ 21.71 & 39.91 & 8.869# 6.981# 4.246$
Total 156.1 $ 225.1 $ 218.0 $ 258.8 # 461.8 #1030 #1729 $2590 &4818 & 634.4 # 276.8 # 225.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.58 & " ... Relative Uncertainty +/-10%
Ann. Median 11.46 & # ... Relative Uncertainty +/-15%
Annual Total 12623 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 410.7 & 3.651&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 4.368$ 3.736$ 3.423$ 7.083# 11.71 # 27.71 # 31.07 # 54.92 # 106.3 # 98.58 # 12.15 # 9.307# 1
2 4.685$ 3.808$ 3.690$ 6.321# 11.50 # 27.33 # 25.83 # 55.98 # 105.4 # 77.47 # 11.52 # 17.91 # 2
3 4.742$ 3.897$ 4.062$ 6.744# 11.20 # 26.95 # 23.97 # 42.27 " 329.7 & 55.09 # 12.91 # 15.32 # 3
4 4.596$ 3.847$ 4.661$ 6.281# 10.85 # 26.57 # 34.43 # 33.28 # 388.5 & 43.39 " 13.23 # 12.35 # 4
5 4.425$ 3.862$ 4.576$ 6.501# 11.59 # 26.20 # 164.8 # 37.50 # 271.3 $ 38.36 " 12.23 # 10.67 # 5
6 4.163$ 3.916$ 4.340$ 7.415# 11.68 # 25.83 # 223.6 $ 49.84 # 155.9 # 37.77 " 11.17 # 9.391# 6
7 3.834$ 3.959$ 3.994$ 8.142# 11.39 # 25.46 # 298.4 $ 36.60 " 123.2 # 89.99 $ 11.20 # 8.593# 7
8 3.271$ 3.889$ 3.401$ 12.29 # 12.02 # 25.09 # 91.73 # 29.18 # 104.0 # 87.64 # 10.54 # 7.811# 8
9 3.216$ 3.790$ 4.523$ 11.85 # 23.69 # 24.73 # 54.30 # 25.13 # 88.52 # 40.27 # 10.21 # 7.093# 9
10 3.253$ 3.691$ 7.691# 12.20 # 36.78 " 24.37 # 38.22 " 33.43 # 76.41 # 32.96 " 9.713# 7.289# 10
11 3.336$ 3.758$ 15.02 # 12.63 # 36.34 " 24.02 # 31.80 # 57.90 # 71.05 # 33.11 # 9.176# 13.09 # 11
12 3.455$ 3.915$ 14.70 # 11.53 # 35.90 " 23.67 # 29.13 # 57.93 # 66.54 # 37.22 " 8.850# 12.46 # 12
13 3.370$ 4.031$ 11.52 # 10.52 # 35.47 " 23.32 # 28.53 # 61.98 # 94.72 # 32.83 " 8.771# 9.633# 13
14 3.277$ 3.448$ 9.196# 9.827# 35.04 " 22.97 # 26.59 # 48.92 # 73.11 # 33.73 # 13.23 # 7.880# 14
15 3.240$ 3.345$ 7.657# 9.257# 34.61 " 22.63 # 24.13 # 41.55 " 59.16 # 27.17 # 13.35 # 7.307# 15
16 3.451$ 3.646$ 6.865# 9.913# 34.18 " 22.29 # 22.76 # 35.80 " 50.83 # 23.44 # 10.85 # 6.494# 16
17 4.674$ 3.829$ 6.755# 65.74 # 33.76 " 21.95 # 21.84 # 45.79 # 54.29 # 21.80 # 10.51 # 6.292# 17
18 4.782$ 3.765$ 6.362# 81.90 # 33.34 " 21.62 # 21.36 # 103.4 & 77.36 # 26.22 # 12.62 # 6.123# 18
19 4.313$ 3.552$ 5.811# 55.68 # 32.92 " 21.29 # 34.27 # 632.1 & 60.70 # 31.22 # 14.59 # 5.827# 19
20 3.882$ 3.523$ 12.56 # 28.62 # 32.51 " 20.96 # 43.72 # 346.4 & 42.10 " 25.19 # 14.72 # 5.704$ 20
21 3.975$ 3.642$ 65.29 # 21.02 # 32.10 " 20.63 # 32.80 " 209.3 $ 104.0 # 21.02 # 15.35 # 5.672$ 21
22 4.174$ 3.658$ 30.66 # 16.67 # 31.69 " 20.31 # 34.20 " 193.2 # 337.9 $ 18.93 # 14.16 # 5.632$ 22
23 4.183$ 3.657$ 17.36 # 17.12 # 31.28 " 19.99 # 30.09 # 110.7 # 320.7 $ 17.77 # 14.38 # 6.071# 23
24 4.467$ 3.571$ 12.65 # 19.39 # 30.88 " 19.59 # 26.76 # 81.64 # 172.3 $ 16.11 # 13.32 # 7.258# 24
25 4.480$ 3.748$ 10.46 # 16.24 # 30.49 " 18.56 # 25.27 # 69.03 # 126.4 # 16.28 # 11.29 # 7.584# 25
26 4.197$ 3.586$ 9.381# 14.05 # 30.08 # 46.05 # 220.4 $ 58.35 # 106.2 # 17.87 # 10.99 # 7.660# 26
27 3.945$ 3.319$ 8.931# 13.31 # 29.68 # 115.3 # 215.1 $ 64.82 # 102.9 # 16.48 # 10.60 # 6.849# 27
28 3.799$ 3.323$ 8.445# 12.76 # 29.28 # 140.9 # 147.3 # 103.8 # 85.04 # 17.96 # 9.531# 6.245# 28
29 3.764$ 7.810# 12.77 # 28.88 # 84.23 # 97.26 # 332.2 & 68.47 # 18.46 # 8.624# 5.869$ 29
30 3.721$ 7.379# 12.04 # 28.49 # 45.56 # 52.23 # 377.3 & 65.10 # 16.33 # 8.370# 5.387$ 30
31 3.775$ 7.328# 28.10 # 39.47 " 193.9 $ 13.98 # 5.759# 31
Mean 3.962$ 3.704$ 10.53 $ 17.86 # 26.69 # 33.87 # 70.69 $ 116.9 & 129.6 & 34.99 $ 11.61 # 8.275$
Median 3.945$ 3.742$ 7.657$ 12.24 # 30.49 # 24.20 # 34.20 $ 57.93 & 98.79 & 27.17 $ 11.25 # 7.289$
Maximum 4.782$ 4.031$ 65.29 $ 81.90 # 36.78 # 140.9 # 298.4 $ 632.1 & 388.5 & 98.58 $ 15.35 # 17.91 $
Minimum 3.216$ 3.319$ 3.401$ 6.281# 10.85 # 18.56 # 21.36 $ 25.13 & 42.10 & 13.98 $ 8.370# 5.387$
Total 122.8 $ 103.7 $ 326.5 $ 535.8 # 827.4 #1016 #2191 $3624 &3888 &1085 $ 348.2 # 256.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.25 & " ... Relative Uncertainty +/-10%
Ann. Median 16.67 & # ... Relative Uncertainty +/-15%
Annual Total 14325 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 632.1 & 3.216&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 6.218# 9.798# 3.895$ 10.40 # 7.581# 25.28 # 50.97 # 30.93 # 26.14 # 114.5 # 14.12 # 8.193# 1
2 6.837# 13.37 # 3.695$ 8.932# 7.178# 30.69 # 35.85 " 27.15 # 25.87 # 75.59 # 12.84 # 7.824# 2
3 6.334# 10.30 # 3.847$ 8.272# 7.328# 28.96 # 28.80 # 28.59 # 95.80 # 40.96 # 11.94 # 7.297# 3
4 5.659$ 8.308# 4.239$ 7.598# 7.540# 58.71 # 37.68 # 27.28 # 203.2 # 30.49 # 11.38 # 6.830# 4
5 6.070# 7.329# 3.798$ 7.189# 7.673# 39.95 # 195.8 $ 24.23 # 146.6 # 26.49 # 11.38 # 6.691# 5
6 7.756# 6.646# 4.190$ 7.234# 28.05 # 27.11 # 139.6 # 26.48 # 72.89 # 24.33 # 13.23 # 6.918# 6
7 8.402# 6.132# 4.851$ 7.695# 27.94 # 21.79 # 213.5 # 39.05 " 52.55 # 38.20 # 14.30 # 7.563# 7
8 8.965# 5.528$ 5.117$ 8.045# 14.56 # 20.10 # 126.6 # 31.49 # 50.31 # 126.9 # 13.54 # 7.381# 8
9 7.874# 4.919$ 6.617# 7.803# 11.52 # 28.11 # 63.41 # 26.56 # 40.96 " 130.3 # 12.81 # 7.315# 9
10 6.366# 4.900$ 7.057# 8.509# 15.56 # 24.03 # 43.27 # 29.99 # 46.72 # 79.63 # 11.57 # 7.263# 10
11 5.644$ 5.064$ 6.041# 8.828# 26.42 # 27.95 # 35.64 " 225.0 $ 236.1 $ 50.75 # 10.43 # 6.583# 11
12 5.358$ 4.679$ 5.793$ 8.248# 18.85 # 108.9 # 31.34 # 209.2 $ 138.6 # 39.21 " 9.583# 6.656# 12
13 5.021$ 4.595$ 6.550# 8.084# 14.80 # 73.33 # 32.05 # 98.28 # 76.53 # 34.00 " 9.437# 8.524# 13
14 4.785$ 5.018$ 6.463# 8.113# 15.75 # 34.17 # 64.64 # 55.62 # 118.5 $ 219.4 $ 9.684# 10.88 # 14
15 4.704$ 5.381$ 6.712# 7.618# 15.30 # 30.40 # 84.96 # 46.34 # 362.8 & 238.9 $ 10.44 # 9.399# 15
16 4.694$ 5.171$ 8.354# 6.927# 12.61 # 104.6 # 131.3 # 57.13 # 263.3 $ 104.6 # 11.39 # 7.948# 16
17 4.507$ 5.067$ 11.42 # 6.285# 11.49 # 73.62 # 164.4 # 45.49 # 106.6 # 96.40 # 12.67 # 7.015# 17
18 4.522$ 5.787$ 11.74 # 6.485# 12.10 # 48.71 # 104.4 # 58.53 # 76.76 # 61.76 # 16.10 # 6.369# 18
19 4.710$ 5.834# 10.04 # 6.838# 13.27 # 142.7 $ 83.33 # 134.8 # 65.32 # 42.96 # 24.05 # 5.794# 19
20 4.431$ 5.914# 13.84 # 7.076# 14.08 # 138.8 # 69.07 # 115.6 # 60.51 # 33.32 # 23.23 # 5.656$ 20
21 4.153$ 6.370# 22.17 # 7.634# 15.18 # 59.66 # 54.66 # 68.06 # 73.50 # 27.67 # 16.65 # 6.236# 21
22 4.676$ 7.149# 17.45 # 7.453# 21.29 # 51.46 # 40.64 " 46.54 # 64.24 # 23.43 # 13.91 # 6.138# 22
23 6.838# 6.798# 12.70 # 6.979# 17.54 # 136.5 # 32.86 # 36.50 " 58.53 # 20.46 # 11.58 # 5.448$ 23
24 8.158# 5.948# 11.23 # 7.063# 13.62 # 78.50 # 28.72 # 52.50 # 45.56 # 18.87 # 10.25 # 5.543$ 24
25 8.353# 5.042$ 10.26 # 8.025# 13.24 # 62.71 # 26.11 # 121.1 # 37.68 " 17.49 # 8.878# 5.719# 25
26 8.730# 4.287$ 10.11 # 8.751# 29.68 # 157.0 # 29.99 # 88.09 # 34.27 " 16.32 # 8.255# 5.680$ 26
27 7.321# 3.997$ 9.384# 8.434# 77.92 # 75.90 # 33.05 " 49.75 # 30.06 # 15.43 # 7.871# 5.932# 27
28 6.893# 3.955$ 8.458# 8.194# 118.8 $ 65.67 # 48.18 # 36.30 " 31.91 # 15.36 # 7.692# 5.588$ 28
29 15.80 # 7.541# 7.979# 229.6 $ 165.7 # 84.58 # 34.49 " 30.80 # 15.29 # 7.551# 5.485$ 29
30 13.17 # 9.078# 7.609# 60.78 # 96.45 # 61.39 # 33.45 " 36.08 # 15.00 # 7.561# 5.728# 30
31 8.794# 10.82 # 28.67 # 39.81 " 30.04 # 14.77 # 5.460$ 31
Mean 6.830$ 6.189$ 8.499$ 7.810# 29.55 $ 67.92 $ 71.51 $ 62.41 $ 90.29 & 58.35 $ 12.14 # 6.808$
Median 6.334$ 5.657$ 7.541$ 7.749# 15.18 $ 59.18 $ 50.97 $ 45.49 $ 62.37 & 34.00 $ 11.48 # 6.656$
Maximum 15.80 $ 13.37 $ 22.17 $ 10.40 # 229.6 $ 165.7 $ 213.5 $ 225.0 $ 362.8 & 238.9 $ 24.05 # 10.88 $
Minimum 4.153$ 3.955$ 3.695$ 6.285# 7.178$ 20.10 $ 26.11 $ 24.23 $ 25.87 & 14.77 $ 7.551# 5.448$
Total 211.7 $ 173.3 $ 263.5 $ 234.3 # 916.0 $2038 $2217 $1935 $2709 &1809 $ 364.3 # 211.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.84 & " ... Relative Uncertainty +/-10%
Ann. Median 13.84 & # ... Relative Uncertainty +/-15%
Annual Total 13081 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 362.8 & 3.695&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 4.838$ 6.446# 5.563$ 11.09 # 19.11 # 10.15 # 20.35 # 33.22 " 65.45 # 16.81 # 9.311# 6.188# 1
2 4.323$ 6.643# 4.565$ 11.32 # 16.82 # 10.32 # 43.13 # 100.5 # 64.81 # 15.39 # 8.581# 5.451$ 2
3 4.410$ 5.665$ 4.049$ 16.15 # 16.20 # 10.94 # 113.6 # 119.1 # 48.33 # 14.05 # 7.985# 5.147$ 3
4 4.370$ 4.878$ 4.205$ 16.47 # 15.28 # 11.17 # 274.7 $ 59.14 # 35.39 " 13.44 # 7.557# 4.960$ 4
5 4.236$ 4.627$ 4.152$ 11.75 # 13.80 # 10.97 # 322.0 $ 40.89 " 43.21 $ 13.43 # 7.512# 5.250$ 5
6 4.045$ 4.516$ 3.980$ 10.11 # 12.35 # 10.62 # 114.9 # 41.96 " 390.4 & 14.24 # 7.126# 5.237$ 6
7 3.904$ 4.215$ 3.820$ 9.468# 11.43 # 10.61 # 139.2 # 179.9 $ 268.4 & 14.16 # 7.007# 5.129$ 7
8 3.859$ 4.107$ 3.763$ 9.464# 11.41 # 10.67 # 100.6 # 143.6 # 87.59 # 14.22 # 11.03 # 4.828$ 8
9 4.150$ 15.13 $ 3.833$ 9.074# 15.61 # 10.63 # 55.46 # 206.2 $ 52.04 # 13.67 # 12.47 # 4.891$ 9
10 4.328$ 21.69 # 126.3 # 9.702# 15.47 # 9.898# 46.44 # 139.4 # 39.75 " 12.76 # 10.50 # 5.047$ 10
11 4.017$ 12.21 # 92.58 # 9.899# 26.05 # 9.527# 87.97 # 63.58 # 33.08 " 11.90 # 8.878# 4.934$ 11
12 3.986$ 8.625# 44.99 # 9.590# 69.92 # 10.33 # 79.24 # 43.17 # 29.59 # 11.86 # 7.864# 4.333$ 12
13 4.189$ 7.080# 23.08 # 9.439# 51.48 # 10.18 # 46.37 # 33.74 " 36.10 " 12.85 # 6.844# 4.776$ 13
14 4.317$ 6.263# 14.89 # 11.26 # 36.61 " 10.21 # 75.54 # 28.70 # 32.64 # 13.38 # 6.152# 4.599$ 14
15 6.697$ 5.516$ 11.70 # 12.47 # 26.38 # 13.30 # 97.77 # 41.08 # 29.09 # 12.47 # 6.132# 4.532$ 15
16 12.03 # 5.566$ 10.25 # 11.73 # 21.97 # 15.81 # 57.14 # 97.39 $ 32.82 " 11.65 # 5.366$ 4.350$ 16
17 14.17 # 5.329$ 9.707# 10.36 # 17.94 # 13.67 # 39.44 " 312.5 $ 28.02 # 11.38 # 5.166$ 4.078$ 17
18 12.07 # 5.139$ 9.424# 10.39 # 16.00 # 12.59 # 87.84 # 133.5 $ 23.29 # 11.51 # 5.451$ 3.861$ 18
19 9.301# 5.699$ 8.688# 10.68 # 14.56 # 27.60 # 93.77 # 59.11 # 21.81 # 10.44 # 6.025# 3.777$ 19
20 6.817# 6.138# 8.296# 10.11 # 13.72 # 94.51 # 85.02 # 47.91 # 20.94 # 8.873# 6.214# 4.044$ 20
21 5.587$ 5.648$ 12.26 # 9.319# 13.32 # 109.0 # 56.65 # 44.72 # 20.09 # 8.423# 6.249# 5.247$ 21
22 6.474# 5.065$ 27.33 # 9.410# 12.81 # 47.04 # 47.57 # 35.50 " 19.02 # 9.459# 5.998# 6.244# 22
23 12.10 # 5.100$ 18.64 # 8.893# 12.69 # 28.74 # 81.71 # 31.20 # 17.75 # 9.626# 5.471$ 5.197$ 23
24 20.83 # 5.263$ 12.56 # 8.584# 13.04 # 24.20 # 75.03 # 33.07 # 17.30 # 9.367# 5.108$ 5.135$ 24
25 15.50 # 4.692$ 10.66 # 7.575# 13.34 # 53.97 # 64.99 # 36.54 " 19.69 # 9.214# 4.995$ 5.208$ 25
26 9.931# 4.502$ 11.10 # 8.455# 13.01 # 109.6 # 39.80 # 62.64 # 18.85 # 9.181# 5.129$ 4.936$ 26
27 7.921# 4.299$ 15.62 # 9.378# 12.61 # 61.10 # 29.48 # 80.83 # 17.59 # 8.748# 5.242$ 4.242$ 27
28 6.561# 4.351$ 15.19 # 10.01 # 12.47 # 43.63 # 58.47 # 47.89 # 17.70 # 8.271# 6.792# 3.772$ 28
29 5.966# 5.165$ 12.24 # 34.37 # 12.07 # 30.72 # 108.7 # 39.72 " 16.32 # 7.669# 7.539# 3.992$ 29
30 5.443$ 10.97 # 30.59 # 11.37 # 24.18 # 58.76 # 36.85 " 15.97 # 7.381# 7.015# 4.870$ 30
31 5.623$ 10.93 # 10.43 # 38.88 " 36.19 # 8.500# 5.288$ 31
Mean 7.161$ 6.537$ 17.91 $ 11.90 # 18.69 # 28.53 # 85.18 $ 77.73 $ 52.10 & 11.43 # 7.091$ 4.824$
Median 5.587$ 5.329$ 10.93 $ 10.06 # 13.80 # 12.95 # 75.03 $ 47.89 $ 29.34 & 11.65 # 6.818$ 4.934$
Maximum 20.83 $ 21.69 $ 126.3 $ 34.37 # 69.92 # 109.6 # 322.0 $ 312.5 $ 390.4 & 16.81 # 12.47 $ 6.244$
Minimum 3.859$ 4.107$ 3.763$ 7.575# 10.43 # 9.527# 20.35 $ 28.70 $ 15.97 & 7.381# 4.995$ 3.772$
Total 222.0 $ 189.6 $ 555.3 $ 357.1 # 579.3 # 855.8 #2641 $2410 $1563 & 354.3 # 212.7 $ 149.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27.57 & " ... Relative Uncertainty +/-10%
Ann. Median 11.42 & # ... Relative Uncertainty +/-15%
Annual Total 10089 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 390.4 & 3.763&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 5.020$ 3.512$ 3.763$ 6.229# 6.684# 12.45 # 17.40 # 36.15 # 60.79 # 172.8 $ 10.20 # 15.10 # 1
2 4.742$ 3.760$ 3.529$ 5.758$ 6.811# 14.14 # 15.56 # 24.05 # 39.27 " 67.11 # 9.355# 16.57 # 2
3 4.319$ 3.383$ 3.155$ 5.110$ 6.740# 13.52 # 15.30 # 21.16 # 34.01 " 42.09 # 8.431# 10.09 # 3
4 3.882$ 3.619$ 3.312$ 4.763$ 6.135$ 50.77 # 34.54 # 43.64 # 27.85 # 29.97 # 9.383# 205.7 $ 4
5 3.791$ 3.361$ 3.077$ 4.647$ 6.318# 53.93 # 30.85 # 45.80 # 23.50 # 23.77 # 9.883# 650.5 & 5
6 3.675$ 2.930$ 3.073$ 4.694$ 31.83 # 29.92 # 20.72 # 35.57 # 56.03 # 20.82 # 9.069# 461.3 & 6
7 3.822$ 2.915$ 3.001$ 5.202$ 32.84 # 23.60 # 18.27 # 40.16 " 150.8 # 17.60 # 9.208# 174.9 $ 7
8 3.405$ 2.773$ 3.266$ 4.677$ 17.21 # 26.67 # 18.34 # 28.85 # 73.49 # 15.49 # 10.15 # 65.32 # 8
9 3.410$ 2.740$ 3.062$ 5.327$ 12.32 # 29.89 # 172.1 $ 65.72 # 48.20 # 30.36 # 9.298# 42.64 " 9
10 3.512$ 2.819$ 3.954$ 5.679# 10.98 # 73.03 # 61.83 # 68.10 # 88.54 # 30.96 # 8.235# 35.17 # 10
11 4.255$ 2.783$ 3.866$ 5.506$ 11.57 # 117.8 # 29.54 # 35.31 " 64.17 # 23.51 # 7.481# 26.15 # 11
12 5.638$ 2.904$ 3.622$ 5.288$ 20.22 # 107.4 # 38.05 # 30.40 # 36.67 " 28.16 # 6.731# 21.90 # 12
13 5.608$ 2.920$ 3.913$ 4.952$ 58.82 # 44.53 # 65.06 # 24.87 # 27.93 # 25.84 # 6.276# 18.69 # 13
14 5.132$ 3.070$ 4.058$ 4.923$ 74.56 # 26.70 # 38.05 " 36.27 # 22.99 # 19.09 # 5.853# 15.47 # 14
15 4.820$ 3.191$ 4.226$ 5.239$ 33.41 # 23.49 # 36.78 " 59.55 # 19.37 # 17.86 # 6.253# 13.10 # 15
16 4.463$ 3.065$ 4.458$ 5.448$ 17.14 # 25.43 # 32.00 # 89.03 # 18.95 # 18.13 # 11.79 # 11.51 # 16
17 3.985$ 2.894$ 4.218$ 6.057# 13.57 # 21.46 # 24.01 # 49.53 # 18.01 # 16.17 # 17.90 # 10.55 # 17
18 3.584$ 2.701$ 3.792$ 6.128# 12.11 # 18.48 # 20.41 # 29.52 # 15.98 # 15.33 # 28.86 # 10.37 # 18
19 3.293$ 2.568$ 4.540$ 6.068# 11.46 # 16.86 # 18.36 # 24.33 # 15.46 # 14.26 # 24.41 # 14.62 # 19
20 3.153$ 2.576$ 4.410$ 6.028# 11.84 # 16.69 # 17.01 # 22.56 # 14.70 # 12.91 # 22.45 # 16.87 # 20
21 3.213$ 2.476$ 4.148$ 6.428# 14.83 # 16.54 # 19.28 # 21.07 # 13.51 # 13.61 # 17.41 # 12.56 # 21
22 3.131$ 2.460$ 4.137$ 6.214# 14.39 # 14.91 # 23.22 # 19.61 # 17.59 # 69.02 # 13.44 # 11.20 # 22
23 3.258$ 2.637$ 4.243$ 5.491$ 12.39 # 14.15 # 20.59 # 19.06 # 110.2 # 51.89 # 11.30 # 9.859# 23
24 3.303$ 3.482$ 4.620$ 5.516$ 13.24 # 14.29 # 18.09 # 60.62 # 109.4 # 29.65 # 10.84 # 8.893# 24
25 4.456$ 4.210$ 8.594$ 6.071# 41.20 # 14.86 # 16.96 # 61.92 # 49.24 # 22.55 # 10.30 # 8.590# 25
26 5.258$ 5.350$ 10.65 # 7.133# 30.92 # 16.35 # 15.80 # 43.37 # 30.89 # 18.03 # 9.002# 8.398# 26
27 5.794# 4.996$ 8.468# 7.336# 18.27 # 15.54 # 15.67 # 28.94 # 24.01 # 15.44 # 8.006# 8.274# 27
28 4.975$ 4.335$ 6.561# 6.902# 14.91 # 14.56 # 16.01 # 22.79 # 20.98 # 14.27 # 7.362# 7.712# 28
29 4.169$ 4.695$ 6.562# 13.65 # 14.05 # 18.84 # 40.87 # 168.4 & 13.74 # 6.787# 7.757# 29
30 3.616$ 4.790$ 6.567# 13.02 # 16.59 # 22.20 # 203.7 # 382.1 & 12.40 # 7.030# 8.033# 30
31 3.301$ 5.960# 12.40 # 52.29 # 117.6 # 11.33 # 8.086# 31
Mean 4.128$ 3.230$ 4.554$ 5.731$ 19.41 $ 29.95 # 31.07 $ 46.78 # 59.44 & 29.49 $ 11.09 # 62.45 &
Median 3.882$ 2.925$ 4.137$ 5.597$ 13.57 $ 17.67 # 20.59 $ 36.15 # 32.45 & 19.09 $ 9.326# 13.10 &
Maximum 5.794$ 5.350$ 10.65 $ 7.336$ 74.56 $ 117.8 # 172.1 $ 203.7 # 382.1 & 172.8 $ 28.86 # 650.5 &
Minimum 3.131$ 2.460$ 3.001$ 4.647$ 6.135$ 12.45 # 15.30 $ 19.06 # 13.51 & 11.33 $ 5.853# 7.712&
Total 128.0 $ 90.43 $ 141.2 $ 171.9 $ 601.8 $ 898.6 # 963.1 $1450 #1783 & 914.2 $ 332.7 #1936 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 25.78 & " ... Relative Uncertainty +/-10%
Ann. Median 13.57 & # ... Relative Uncertainty +/-15%
Annual Total 9411 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 650.5 & 2.460&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 7.235# 3.583$ 4.141$ 4.186$ 10.68 # 9.669# 14.67 # 68.30 # 49.23 # 15.41 # 39.44 # 4.985$ 1
2 7.092# 3.830$ 3.668$ 4.339$ 9.995# 9.326# 19.00 # 87.68 # 66.52 # 16.46 # 46.28 # 5.164$ 2
3 7.032# 4.314$ 3.420$ 4.324$ 9.100# 9.791# 21.62 # 48.79 # 54.87 # 16.70 # 23.22 # 5.931# 3
4 6.904# 4.553$ 3.142$ 4.754$ 8.213# 13.04 # 20.13 # 44.35 # 39.88 " 14.95 # 15.78 # 6.009# 4
5 6.967# 4.138$ 3.045$ 4.881$ 8.095# 24.28 # 25.76 # 115.4 # 32.44 # 13.77 # 13.08 # 5.657# 5
6 6.537# 3.782$ 2.982$ 4.412$ 9.130# 64.02 # 23.37 # 87.63 # 29.14 # 37.72 # 10.88 # 5.434$ 6
7 6.248# 3.421$ 3.011$ 4.362$ 10.02 # 61.03 # 22.89 # 43.72 # 24.71 # 80.57 # 9.303# 4.833$ 7
8 6.271# 3.165$ 3.455$ 4.975$ 9.779# 30.16 # 22.45 # 30.00 # 22.14 # 51.35 # 8.106# 4.465$ 8
9 5.765# 3.136$ 3.140$ 6.487# 8.387# 21.44 # 19.19 # 25.01 # 22.88 # 28.89 # 7.308# 4.265$ 9
10 6.128# 2.897$ 2.911$ 6.203# 7.624# 17.77 # 19.28 # 51.37 # 23.72 # 21.37 # 6.856# 3.954$ 10
11 6.708# 2.806$ 2.911$ 6.009# 8.662# 15.61 # 30.57 # 77.70 # 21.63 # 22.33 # 6.801# 3.609$ 11
12 6.645# 2.823$ 3.004$ 5.445$ 12.13 # 14.52 # 225.0 $ 42.92 # 19.35 # 27.65 # 6.643# 3.332$ 12
13 5.489$ 2.936$ 3.083$ 5.515$ 11.31 # 16.62 # 240.1 $ 28.67 # 17.10 # 21.73 # 6.217# 3.088$ 13
14 5.165$ 3.137$ 2.975$ 5.345$ 10.12 # 65.99 # 70.58 # 23.11 # 21.48 # 17.44 # 6.247$ 3.056$ 14
15 5.051$ 3.567$ 3.011$ 5.188$ 10.37 # 148.2 # 45.64 # 36.80 # 93.77 # 14.89 # 5.530$ 3.011$ 15
16 4.704$ 4.080$ 3.676$ 14.52 $ 9.933# 58.98 # 32.13 # 47.34 # 62.15 # 13.07 # 5.002$ 2.909$ 16
17 4.704$ 4.478$ 4.598$ 52.85 # 9.590# 29.15 # 24.53 # 40.34 " 35.39 # 12.99 # 4.784$ 2.925$ 17
18 4.708$ 4.459$ 5.144$ 53.24 # 9.448# 37.85 # 24.08 # 33.44 # 25.75 # 24.84 # 5.138$ 2.982$ 18
19 4.690$ 5.092$ 5.344$ 32.32 # 9.496# 66.29 # 32.11 # 26.53 # 21.56 # 23.18 # 5.404$ 2.898$ 19
20 5.432$ 4.902$ 5.141$ 16.08 # 9.313# 32.87 # 26.82 # 23.25 # 19.69 # 17.58 # 5.406$ 2.841$ 20
21 5.343$ 4.817$ 4.427$ 11.60 # 14.27 # 22.83 # 23.20 # 24.41 # 17.74 # 14.49 # 5.133$ 2.827$ 21
22 5.019$ 4.230$ 4.956$ 26.03 # 21.61 # 20.04 # 24.19 # 34.56 # 16.49 # 12.68 # 5.395$ 3.089$ 22
23 4.389$ 3.647$ 8.415# 65.47 # 19.85 # 18.04 # 23.23 # 32.41 # 21.51 # 11.73 # 6.561# 3.570$ 23
24 4.181$ 3.336$ 8.468# 28.37 # 14.18 # 17.31 # 21.96 # 27.48 # 36.36 # 11.23 # 7.771# 3.923$ 24
25 3.757$ 3.106$ 6.911# 16.03 # 12.17 # 18.21 # 26.63 # 24.71 # 49.77 # 11.60 # 7.402# 3.883$ 25
26 3.686$ 3.122$ 6.083# 12.91 # 11.18 # 18.89 # 24.85 # 44.32 # 37.78 " 11.11 # 6.618# 3.695$ 26
27 3.716$ 3.263$ 5.790# 12.16 # 10.71 # 20.83 # 60.75 # 195.3 $ 29.83 # 10.16 # 5.798# 3.465$ 27
28 3.555$ 3.901$ 5.485$ 11.43 # 10.68 # 18.36 # 53.95 # 101.4 # 22.85 # 14.03 # 5.510$ 4.219$ 28
29 3.810$ 5.228$ 10.51 # 10.57 # 15.86 # 31.21 # 51.86 # 18.62 # 24.83 # 5.156$ 4.890$ 29
30 3.815$ 4.593$ 10.55 # 10.38 # 14.94 # 23.81 # 54.64 # 15.99 # 20.58 # 5.066$ 4.948$ 30
31 3.557$ 4.307$ 10.26 # 28.89 # 43.64 # 14.62 # 4.445$ 31
Mean 5.300$ 3.733$ 4.402$ 15.02 $ 10.88 # 31.06 # 42.02 $ 52.16 $ 32.35 # 20.97 # 9.928$ 4.010$
Median 5.165$ 3.615$ 4.141$ 8.499$ 10.12 # 19.47 # 24.53 $ 43.64 $ 24.21 # 16.46 # 6.589$ 3.883$
Maximum 7.235$ 5.092$ 8.468$ 65.47 $ 21.61 # 148.2 # 240.1 $ 195.3 $ 93.77 # 80.57 # 46.28 $ 6.009$
Minimum 3.555$ 2.806$ 2.911$ 4.186$ 7.624# 9.326# 14.67 $ 23.11 $ 15.99 # 10.16 # 4.784$ 2.827$
Total 164.3 $ 104.5 $ 136.5 $ 450.5 $ 337.3 # 931.9 #1303 $1617 $ 970.4 # 650.0 # 297.8 $ 124.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.42 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.38 $ # ... Relative Uncertainty +/-15%
Annual Total 7087 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 240.1 $ 2.806$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 4.137$ 2.258$ 3.586$ 7.011# 6.963# 14.59 # 41.97 " 28.55 # 30.84 # 457.3 & 40.41 " 10.10 # 1
2 3.724$ 2.252$ 3.861$ 7.009# 6.698# 24.93 # 33.46 # 23.49 # 27.59 # 232.7 $ 35.44 " 10.14 # 2
3 3.463$ 2.842$ 4.383$ 5.971# 6.055# 52.80 # 26.26 # 330.3 $ 24.57 # 158.9 # 29.76 # 9.512# 3
4 4.081$ 2.601$ 4.098$ 5.333$ 5.832# 62.30 # 45.51 # 221.6 $ 23.90 # 198.6 # 24.92 # 8.705# 4
5 4.455$ 2.424$ 3.727$ 4.705$ 5.900# 40.73 # 49.93 # 149.4 # 26.50 # 177.5 # 21.97 # 7.950# 5
6 3.994$ 2.132$ 3.340$ 4.772$ 6.327# 69.66 # 91.82 # 94.66 # 23.80 # 128.4 # 19.43 # 7.451# 6
7 3.775$ 2.210$ 3.166$ 6.792# 6.917# 38.94 # 75.34 # 55.10 # 21.45 # 96.01 # 16.73 # 8.084# 7
8 3.199$ 2.490$ 3.172$ 7.562# 6.693# 22.79 # 45.37 # 36.81 " 23.10 # 78.22 # 15.44 # 10.14 # 8
9 2.811$ 2.561$ 2.799$ 6.060# 6.953# 17.71 # 32.93 " 29.62 # 38.69 " 68.48 # 14.77 # 9.699# 9
10 2.566$ 3.903$ 2.389$ 5.749# 6.776# 16.42 # 59.24 # 26.17 # 40.58 # 58.28 # 14.18 # 9.132# 10
11 2.513$ 3.508$ 2.463$ 5.495$ 6.480# 45.44 # 264.7 $ 36.86 # 91.29 # 45.86 # 12.90 # 8.534# 11
12 2.338$ 3.235$ 2.256$ 20.98 # 8.233# 76.21 # 107.9 # 47.65 # 73.03 # 37.11 " 11.75 # 8.434# 12
13 2.713$ 3.721$ 2.022$ 82.71 # 13.70 # 41.89 # 47.18 # 50.05 # 94.85 # 33.06 " 10.04 # 8.100# 13
14 2.613$ 3.318$ 2.242$ 29.08 # 15.07 # 26.50 # 37.73 " 42.75 # 62.86 # 36.51 " 9.783# 7.555# 14
15 2.622$ 3.364$ 2.638$ 14.51 # 12.27 # 20.98 # 63.08 # 32.08 # 41.06 # 38.92 " 9.855# 7.376# 15
16 2.584$ 3.851$ 2.685$ 11.37 # 15.58 # 17.99 # 52.43 # 40.68 # 31.85 # 31.61 # 9.906# 7.630# 16
17 2.514$ 8.054$ 2.599$ 9.199# 42.10 # 15.92 # 32.21 # 51.56 # 26.03 # 26.36 # 10.17 # 7.491# 17
18 2.358$ 23.68 # 2.926$ 8.222# 53.20 # 14.51 # 26.46 # 106.2 # 23.01 # 28.71 # 17.59 # 7.012# 18
19 2.304$ 14.76 # 2.897$ 8.366# 29.93 # 13.95 # 24.71 # 62.41 # 22.45 # 30.10 # 22.87 # 8.671# 19
20 2.290$ 7.857# 2.872$ 8.911# 17.45 # 13.73 # 34.43 # 89.80 # 26.80 # 24.81 # 24.66 # 9.885# 20
21 2.401$ 6.832# 3.123$ 8.123# 18.73 # 13.34 # 81.97 # 86.88 # 48.89 # 22.26 # 18.10 # 9.375# 21
22 2.544$ 6.307# 2.965$ 7.598# 22.13 # 13.53 # 250.8 $ 343.3 & 135.6 # 21.30 # 13.81 # 8.265# 22
23 2.205$ 4.958$ 3.541$ 7.234# 15.08 # 20.55 # 138.7 $ 517.6 & 335.4 $ 19.74 # 11.60 # 7.212# 23
24 2.003$ 4.258$ 3.337$ 7.175# 12.53 # 19.69 # 63.61 # 276.4 $ 216.1 $ 18.51 # 10.14 # 6.315# 24
25 1.727$ 3.994$ 3.094$ 9.792# 11.23 # 24.12 # 50.88 # 139.5 # 98.02 # 17.16 # 9.614# 5.630$ 25
26 1.913$ 3.690$ 3.239$ 11.00 # 10.47 # 34.43 # 36.80 " 77.06 # 70.47 # 15.89 # 10.95 # 5.233$ 26
27 2.279$ 3.445$ 3.384$ 9.446# 10.01 # 23.25 # 29.50 # 55.23 # 49.26 # 226.4 & 11.91 # 4.918$ 27
28 2.689$ 3.347$ 3.427$ 8.784# 9.527# 19.41 # 25.60 # 44.79 # 36.96 " 332.1 $ 12.35 # 4.559$ 28
29 2.168$ 4.053$ 7.937# 9.070# 20.78 # 23.46 # 45.87 # 442.8 & 122.0 # 11.78 # 4.170$ 29
30 2.027$ 6.022$ 7.411# 9.742# 41.24 " 27.69 # 39.94 " 896.6 & 71.55 # 10.27 # 4.201$ 30
31 2.250$ 6.331# 13.93 # 32.18 " 33.20 " 52.97 # 4.249$ 31
Mean 2.750$ 4.923$ 3.311$ 11.48 $ 13.60 # 29.28 # 63.03 $ 103.7 & 103.5 & 93.78 & 16.44 # 7.604$
Median 2.544$ 3.477$ 3.166$ 7.767$ 10.01 # 21.88 # 45.37 $ 51.56 & 39.64 & 45.86 & 13.35 # 7.950$
Maximum 4.455$ 23.68 $ 6.331$ 82.71 $ 53.20 # 76.21 # 264.7 $ 517.6 & 896.6 & 457.3 & 40.41 # 10.14 $
Minimum 1.727$ 2.132$ 2.022$ 4.705$ 5.832# 13.34 # 23.46 $ 23.49 & 21.45 & 15.89 & 9.614# 4.170$
Total 85.26 $ 137.9 $ 102.6 $ 344.3 $ 421.6 # 878.3 #1954 $3215 &3104 &2907 & 493.1 # 235.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.03 & " ... Relative Uncertainty +/-10%
Ann. Median 13.70 & # ... Relative Uncertainty +/-15%
Annual Total 13880 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 896.6 & 1.727&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 4.058$ 7.003# 4.755$ 5.726$ 10.08 # 28.50 # 31.15 # 38.72 # 39.33 " 13.46 # 6.454# 5.098$ 1
2 4.004$ 7.229# 5.545$ 5.956# 9.404# 17.56 # 51.74 # 111.6 # 31.44 # 13.60 # 6.531# 5.316$ 2
3 4.466$ 6.592# 5.839# 6.200# 8.713# 15.07 # 104.4 # 82.43 # 26.82 # 12.80 # 8.562# 4.614$ 3
4 5.418$ 5.808$ 6.229# 6.045# 8.342# 14.27 # 107.1 # 59.83 # 24.67 # 12.18 # 9.434# 4.130$ 4
5 5.047$ 5.057$ 6.324# 5.524$ 7.854# 16.00 # 51.13 # 65.42 # 29.76 # 11.67 # 8.632# 3.968$ 5
6 6.011$ 4.579$ 6.399# 5.317$ 7.649# 38.37 # 30.93 # 98.64 # 56.04 # 12.18 # 7.839# 4.145$ 6
7 6.888# 4.425$ 6.317# 5.504$ 7.276# 27.36 # 85.17 # 60.50 # 103.7 # 13.65 # 7.074# 4.060$ 7
8 6.660# 4.449$ 7.499# 5.490$ 7.640# 36.92 # 182.2 # 39.57 " 78.41 # 13.24 # 6.394# 3.814$ 8
9 6.592# 4.640$ 8.068# 5.632# 8.289# 45.36 # 85.35 # 31.45 # 59.41 # 11.41 # 6.865# 3.503$ 9
10 6.009# 5.141$ 8.102# 5.820# 8.675# 26.46 # 48.85 # 27.15 # 64.09 # 11.00 # 8.167# 3.222$ 10
11 5.372$ 5.693$ 7.806# 6.037# 9.580# 38.77 # 34.54 " 23.91 # 44.16 # 10.13 # 9.929# 2.879$ 11
12 4.643$ 5.827# 7.273# 5.872# 10.22 # 39.96 " 29.45 # 29.39 # 32.04 # 9.869# 9.400# 2.572$ 12
13 4.170$ 5.489$ 6.648# 8.204# 9.797# 46.83 # 27.05 # 37.73 " 26.05 # 10.14 # 8.655# 2.649$ 13
14 4.171$ 4.826$ 6.351# 9.695# 9.430# 34.50 # 24.16 # 51.64 # 22.92 # 10.84 # 7.932# 2.606$ 14
15 4.242$ 4.062$ 6.396# 9.362# 9.638# 25.00 # 22.91 # 82.10 # 21.33 # 10.68 # 6.882# 2.551$ 15
16 4.503$ 3.851$ 6.070# 8.827# 9.594# 23.01 # 23.66 # 53.71 # 20.50 # 9.861# 6.335# 2.702$ 16
17 4.632$ 5.352$ 5.813$ 8.181# 20.44 # 46.84 # 22.54 # 38.46 " 19.67 # 8.867# 5.825# 2.490$ 17
18 4.566$ 12.29 # 5.906# 10.03 # 51.86 # 35.72 " 20.64 # 55.19 # 19.58 # 9.022# 6.393# 2.669$ 18
19 4.245$ 11.17 # 5.941# 12.22 # 27.36 # 29.48 # 19.31 # 42.80 # 18.20 # 8.662# 7.386# 2.656$ 19
20 4.115$ 9.109# 6.304# 10.74 # 17.71 # 24.20 # 18.50 # 31.62 # 16.51 # 8.327# 7.254# 2.611$ 20
21 4.284$ 7.517# 6.092# 10.77 # 17.11 # 20.81 # 24.23 # 31.58 # 15.40 # 8.291# 6.267# 2.547$ 21
22 4.892$ 6.501# 5.655$ 14.63 # 56.89 # 22.40 # 35.15 # 30.18 # 18.22 # 9.235# 5.422$ 2.513$ 22
23 4.869$ 5.963# 5.171$ 13.12 # 39.10 # 30.13 # 33.93 # 28.91 # 18.46 # 8.655# 4.826$ 2.451$ 23
24 4.913$ 5.853# 4.838$ 10.27 # 19.89 # 25.01 # 34.60 # 63.80 # 16.36 # 8.698# 4.691$ 2.523$ 24
25 4.782$ 5.642$ 4.564$ 9.154# 15.24 # 21.42 # 55.05 # 131.9 # 15.23 # 8.763# 4.766$ 2.497$ 25
26 4.889$ 5.171$ 4.773$ 8.542# 13.63 # 19.40 # 41.09 # 184.5 # 16.87 # 8.560# 5.309$ 2.450$ 26
27 6.194$ 4.833$ 4.812$ 8.379# 12.68 # 55.65 # 28.63 # 116.5 # 17.27 # 8.124# 5.677$ 2.501$ 27
28 6.940# 4.691$ 4.602$ 7.680# 12.29 # 102.0 # 23.64 # 173.0 # 15.08 # 7.553# 5.902# 2.541$ 28
29 6.414# 4.532$ 4.679$ 7.451# 12.48 # 40.83 # 21.37 # 94.03 # 14.48 # 7.128# 5.715# 2.799$ 29
30 6.115# 4.946$ 8.767# 12.30 # 33.21 " 23.78 # 66.23 # 13.97 # 6.609# 5.221$ 3.103$ 30
31 6.362# 5.030$ 31.95 # 29.39 # 51.79 # 6.432# 2.877$ 31
Mean 5.176$ 5.976$ 5.960$ 8.172$ 16.23 # 32.70 # 44.25 # 65.63 # 30.53 # 9.988# 6.858$ 3.131$
Median 4.889$ 5.489$ 5.941$ 8.192$ 10.22 # 28.99 # 30.93 # 53.71 # 20.91 # 9.861# 6.492$ 2.669$
Maximum 6.940$ 12.29 $ 8.102$ 14.63 $ 56.89 # 102.0 # 182.2 # 184.5 # 103.7 # 13.65 # 9.929$ 5.316$
Minimum 4.004$ 3.851$ 4.564$ 5.317$ 7.276# 14.27 # 18.50 # 23.91 # 13.97 # 6.432# 4.691$ 2.450$
Total 160.5 $ 173.3 $ 184.7 $ 245.1 $ 503.1 # 981.1 #1372 #2034 # 916.0 # 309.6 # 205.7 $ 97.06 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.62 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.738$ # ... Relative Uncertainty +/-15%
Annual Total 7182 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 184.5 $ 2.450$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.723$ 2.373$ 3.534$ 723.7 & 17.76 # 25.40 # 55.66 # 24.06 # 35.56 " 64.01 # 28.79 # 16.27 # 1
2 2.908$ 2.213$ 3.541$1252 & 20.04 # 22.81 # 47.52 # 42.94 # 31.13 # 56.97 # 20.41 # 14.83 # 2
3 4.175$ 2.141$ 3.591$ 325.3 & 38.83 " 22.05 # 42.85 # 47.14 # 28.97 # 41.53 " 17.78 # 11.38 # 3
4 3.350$ 2.118$ 3.496$ 144.6 # 33.62 " 34.02 # 79.43 # 36.53 " 27.50 # 37.15 " 16.00 # 10.12 # 4
5 3.261$ 2.137$ 3.176$ 57.17 # 27.64 # 63.92 # 201.5 # 32.49 " 27.81 # 35.58 " 16.40 # 9.073# 5
6 3.170$ 2.303$ 3.043$ 32.92 # 22.62 # 52.49 # 193.6 $ 29.92 # 66.78 # 30.24 # 17.02 # 9.731# 6
7 3.220$ 2.436$ 2.881$ 26.13 # 20.96 # 241.2 $ 184.0 $ 28.34 # 50.82 # 27.18 # 15.39 # 10.97 # 7
8 2.873$ 2.396$ 2.665$ 22.51 # 20.84 # 161.6 # 110.7 # 26.31 # 40.64 # 27.76 # 19.39 # 11.28 # 8
9 2.955$ 2.559$ 2.645$ 30.57 # 19.87 # 102.7 # 81.29 # 24.40 # 128.5 # 29.09 # 17.36 # 11.17 # 9
10 2.760$ 2.526$ 2.980$ 26.19 # 17.90 # 286.1 $ 65.57 # 23.47 # 130.4 # 35.39 " 15.01 # 10.45 # 10
11 2.386$ 2.381$ 3.689$ 20.85 # 19.87 # 451.9 & 57.05 # 22.48 # 72.42 # 40.34 " 13.96 # 9.801# 11
12 2.180$ 2.542$ 4.612$ 17.84 # 31.80 # 949.8 & 51.48 # 21.38 # 53.71 # 36.74 " 13.26 # 11.16 # 12
13 2.214$ 2.738$ 4.515$ 15.76 # 23.02 # 698.9 & 70.64 # 24.89 # 46.00 # 33.48 " 12.76 # 12.16 # 13
14 2.203$ 12.06 $ 4.846$ 14.54 # 18.47 # 536.0 & 79.86 # 95.13 # 48.19 # 28.29 # 12.05 # 11.33 # 14
15 2.302$ 50.04 # 5.076$ 13.65 # 16.50 # 402.0 & 75.18 # 76.28 # 42.93 " 24.25 # 10.97 # 10.30 # 15
16 2.357$ 19.62 # 4.159$ 13.45 # 39.95 # 329.6 $ 79.81 # 47.34 # 36.66 " 22.80 # 10.25 # 9.255# 16
17 2.346$ 9.650# 3.337$ 13.70 # 68.49 # 230.3 $ 61.10 # 68.97 # 42.05 # 48.48 # 9.988# 8.706# 17
18 2.261$ 7.050# 3.302$ 13.55 # 54.74 # 346.5 & 49.93 # 147.3 # 69.74 # 47.06 # 9.745# 8.236# 18
19 2.086$ 6.155# 3.402$ 12.65 # 237.0 $ 435.8 & 42.68 " 102.7 # 50.01 # 33.34 # 9.079# 7.771# 19
20 2.237$ 5.356$ 3.510$ 12.12 # 112.8 # 378.6 & 37.88 " 59.16 # 36.73 " 27.70 # 8.726# 7.245# 20
21 2.346$ 4.712$ 3.620$ 14.79 # 59.04 # 287.6 $ 42.21 " 46.19 # 82.44 # 24.68 # 8.887# 6.960# 21
22 2.219$ 3.949$ 3.642$ 110.3 # 70.61 # 209.0 $ 41.16 " 40.91 " 73.06 # 29.17 # 8.747# 6.819# 22
23 2.314$ 4.226$ 3.204$ 66.21 # 125.8 # 162.8 # 35.76 " 38.14 " 47.16 # 26.53 # 8.685# 7.465# 23
24 2.330$ 4.345$ 2.845$ 44.95 # 79.46 # 156.1 " 32.44 " 44.08 " 40.39 " 22.39 # 8.958# 8.856# 24
25 2.314$ 4.243$ 2.740$ 30.79 # 57.38 # 153.9 # 30.37 # 48.26 # 34.74 " 20.10 # 8.710# 8.306# 25
26 2.300$ 4.122$ 2.725$ 23.41 # 47.55 # 123.4 # 29.03 # 68.19 # 31.58 # 20.34 # 7.783# 7.389# 26
27 2.437$ 4.108$ 2.786$ 20.51 # 42.03 " 95.80 # 27.51 # 53.00 # 35.10 # 20.74 # 11.50 # 7.099# 27
28 2.439$ 3.806$ 3.100$ 21.97 # 37.54 " 75.77 # 27.02 # 40.09 " 74.73 # 19.97 # 27.18 # 6.363# 28
29 2.387$ 3.563$ 20.45 # 33.42 " 62.79 # 26.89 # 33.72 " 80.80 # 18.10 # 20.31 # 5.736$ 29
30 2.199$ 3.724$ 18.01 # 30.23 # 59.79 # 27.57 # 44.76 # 66.14 # 15.99 # 15.66 # 5.470$ 30
31 2.183$ 23.20 $ 27.78 # 25.97 # 47.26 # 33.17 # 5.782# 31
Mean 2.562$ 6.225$ 4.102$ 105.4 & 47.53 $ 238.6 & 64.96 $ 47.93 # 54.42 # 31.57 # 14.03 # 9.274$
Median 2.346$ 3.878$ 3.496$ 22.24 & 33.42 $ 162.2 & 49.93 $ 42.94 # 46.58 # 29.09 # 13.01 # 9.073$
Maximum 4.175$ 50.04 $ 23.20 $1252 & 237.0 $ 949.8 & 201.5 $ 147.3 # 130.4 # 64.01 # 28.79 # 16.27 $
Minimum 2.086$ 2.118$ 2.645$ 12.12 & 16.50 $ 22.05 & 25.97 $ 21.38 # 27.50 # 15.99 # 7.783# 5.470$
Total 79.43 $ 174.3 $ 127.1 $3161 &1474 $7159 &2014 $1486 #1633 # 978.5 # 420.8 # 287.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 52.03 & " ... Relative Uncertainty +/-10%
Ann. Median 22.62 & # ... Relative Uncertainty +/-15%
Annual Total 18993 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1252 & 2.086&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 5.466$ 5.684$ 4.367$ 9.424# 14.12 # 28.93 # 30.22 # 29.85 # 20.58 # 10.83 # 7.367# 6.174# 1
2 5.430$ 5.887# 4.253$ 23.78 # 13.33 # 19.72 # 29.55 # 27.36 # 17.58 # 10.33 # 6.970# 5.968# 2
3 5.398$ 5.819# 4.460$ 21.05 # 13.06 # 16.75 # 23.01 # 24.73 # 16.21 # 10.35 # 7.004# 5.547$ 3
4 5.687$ 5.277$ 4.382$ 14.88 # 12.53 # 15.01 # 25.50 # 21.71 # 20.55 # 24.72 # 6.635# 4.918$ 4
5 6.444# 4.941$ 3.979$ 12.50 # 13.82 # 14.11 # 21.89 # 19.73 # 25.99 # 25.57 # 6.157# 4.563$ 5
6 7.182# 4.499$ 3.752$ 11.17 # 19.11 # 13.26 # 18.70 # 18.68 # 21.64 # 16.30 # 5.884# 4.290$ 6
7 7.122# 6.686$ 3.605$ 10.50 # 19.29 # 15.89 # 17.03 # 17.71 # 18.42 # 12.80 # 7.710# 4.043$ 7
8 5.984# 8.816# 3.632$ 9.800# 15.18 # 18.10 # 16.05 # 18.15 # 17.27 # 10.97 # 8.444# 3.855$ 8
9 6.180# 8.233# 3.789$ 9.021# 13.10 # 17.26 # 16.43 # 21.07 # 17.06 # 10.19 # 8.053# 4.179$ 9
10 5.944# 6.509# 3.710$ 8.816# 12.82 # 17.17 # 54.81 # 19.59 # 17.64 # 9.755# 7.318# 3.978$ 10
11 5.188$ 5.783# 3.510$ 9.591# 12.22 # 16.47 # 94.32 # 17.74 # 18.52 # 9.335# 7.947# 3.923$ 11
12 4.704$ 5.229$ 3.240$ 10.43 # 11.64 # 15.40 # 55.52 # 16.84 # 19.46 # 10.94 # 8.633# 3.498$ 12
13 5.309$ 4.874$ 3.222$ 11.04 # 10.85 # 14.12 # 37.84 " 16.22 # 18.84 # 12.55 # 8.395# 3.325$ 13
14 8.343# 4.838$ 3.255$ 11.71 # 10.26 # 13.47 # 33.17 # 15.74 # 16.76 # 11.33 # 7.503# 3.205$ 14
15 9.345# 4.730$ 3.505$ 11.08 # 10.32 # 13.04 # 32.75 # 15.71 # 14.77 # 10.08 # 6.889# 3.228$ 15
16 8.154# 5.522$ 3.519$ 10.10 # 11.08 # 12.81 # 25.28 # 24.96 # 13.51 # 9.704# 6.095# 2.925$ 16
17 7.964# 6.084# 3.649$ 10.27 # 11.43 # 12.44 # 20.73 # 26.55 # 12.94 # 9.737# 6.414# 2.752$ 17
18 8.553# 5.843# 3.624$ 10.78 # 10.99 # 12.33 # 18.52 # 20.55 # 13.99 # 9.656# 7.094# 2.865$ 18
19 8.345# 5.610$ 3.525$ 11.45 # 11.54 # 12.42 # 17.15 # 27.29 # 16.12 # 9.159# 7.173# 2.846$ 19
20 7.316# 5.289$ 3.531$ 11.25 # 12.18 # 14.48 # 16.75 # 37.05 " 16.38 # 8.489# 6.326# 2.831$ 20
21 6.349# 5.085$ 3.260$ 10.55 # 11.59 # 15.85 # 171.1 $ 28.25 # 15.85 # 8.598# 5.869# 3.332$ 21
22 5.524$ 4.780$ 3.315$ 18.68 # 10.93 # 15.69 # 244.7 $ 54.52 # 23.89 # 15.76 # 5.454$ 4.097$ 22
23 5.134$ 5.591$ 13.29 $ 21.06 # 11.86 # 15.33 # 66.10 # 73.03 # 22.67 # 15.13 # 4.967$ 3.828$ 23
24 5.075$ 6.223$ 41.03 # 15.93 # 20.75 # 14.38 # 36.21 " 38.79 # 20.89 # 12.89 # 4.993$ 3.476$ 24
25 5.062$ 6.608# 28.50 # 13.48 # 21.11 # 13.47 # 43.19 " 26.26 # 17.16 # 11.10 # 5.270$ 3.109$ 25
26 6.712# 5.711$ 16.86 # 23.32 # 15.71 # 18.77 # 37.25 " 23.16 # 15.78 # 9.765# 5.023$ 2.679$ 26
27 7.349# 5.139$ 11.77 # 28.12 # 13.39 # 24.34 # 44.38 # 21.30 # 15.10 # 9.287# 4.737$ 2.419$ 27
28 6.538# 4.835$ 9.622# 25.09 # 12.51 # 82.63 # 188.1 # 19.19 # 13.73 # 8.494# 4.449$ 2.099$ 28
29 5.915# 8.297# 22.77 # 12.16 # 43.35 # 104.8 # 17.19 # 12.71 # 8.045# 4.966$ 2.485$ 29
30 5.964# 7.473# 17.14 # 21.47 # 24.02 # 56.30 # 15.29 # 11.64 # 7.840# 5.564$ 2.386$ 30
31 5.934# 7.259# 43.21 " 38.30 " 17.22 # 7.599# 2.294$ 31
Mean 6.439$ 5.719$ 7.264$ 14.49 # 14.63 # 19.37 # 52.76 $ 24.89 # 17.46 # 11.53 # 6.510$ 3.584$
Median 5.984$ 5.600$ 3.752$ 11.35 # 12.53 # 15.55 # 33.17 $ 21.07 # 17.11 # 10.19 # 6.525$ 3.332$
Maximum 9.345$ 8.816$ 41.03 $ 28.12 # 43.21 # 82.63 # 244.7 $ 73.03 # 25.99 # 25.57 # 8.633$ 6.174$
Minimum 4.704$ 4.499$ 3.222$ 8.816# 10.26 # 12.33 # 16.05 $ 15.29 # 11.64 # 7.599# 4.449$ 2.099$
Total 199.6 $ 160.1 $ 225.2 $ 434.8 # 453.6 # 581.0 #1636 $ 771.5 # 523.7 # 357.3 # 195.3 $ 111.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.48 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.99 $ # ... Relative Uncertainty +/-15%
Annual Total 5649 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 244.7 $ 2.099$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.321$ 2.552$ 4.278$ 4.482$ 12.12 # 10.43 # 21.44 # 40.85 # 30.84 # 15.75 # 22.13 # 4.555$ 1
2 2.392$ 2.301$ 6.687$ 4.433$ 13.72 # 9.685# 52.63 # 41.68 " 22.51 # 13.88 # 15.80 # 4.594$ 2
3 2.756$ 2.167$ 4.181$ 5.612$ 11.55 # 9.319# 101.5 # 36.64 " 19.06 # 12.86 # 13.18 # 4.957$ 3
4 3.255$ 2.409$ 4.224$ 5.267$ 9.826# 9.838# 103.2 # 26.15 # 17.92 # 12.07 # 11.75 # 5.376$ 4
5 3.173$ 2.377$ 4.241$ 4.912$ 8.957# 11.93 # 46.05 # 19.94 # 22.26 # 11.70 # 10.42 # 6.144$ 5
6 3.982$ 2.232$ 3.433$ 4.148$ 8.450# 11.27 # 30.53 # 34.08 # 20.83 # 12.26 # 9.615# 17.88 # 6
7 3.451$ 2.297$ 2.871$ 4.134$ 7.894# 10.25 # 22.72 # 101.6 # 17.99 # 12.15 # 17.68 # 14.02 # 7
8 3.027$ 2.456$ 2.356$ 4.195$ 7.297# 10.03 # 21.24 # 50.70 # 150.0 $ 15.58 # 17.37 # 9.560# 8
9 2.789$ 2.444$ 2.187$ 4.995$ 7.003# 10.88 # 22.10 # 26.05 # 164.8 $ 37.19 # 11.80 # 7.624# 9
10 2.956$ 2.477$ 2.436$ 4.880$ 6.804# 13.03 # 22.23 # 21.22 # 49.55 # 32.69 # 9.852# 6.503# 10
11 3.238$ 2.406$ 2.382$ 7.554# 6.478# 11.60 # 19.48 # 36.25 # 27.25 # 22.72 # 8.665# 5.842# 11
12 3.427$ 2.063$ 2.328$ 7.821# 7.155# 10.41 # 17.79 # 32.00 # 84.15 # 17.76 # 7.792# 5.325$ 12
13 3.541$ 1.943$ 2.440$ 6.855# 8.254# 9.818# 17.50 # 22.36 # 218.9 $ 14.74 # 7.317# 4.725$ 13
14 2.934$ 2.025$ 2.440$ 5.911$ 8.587# 9.757# 16.70 # 35.80 # 92.98 # 13.12 # 7.433# 4.590$ 14
15 2.646$ 2.072$ 2.333$ 5.655$ 8.349# 10.39 # 15.58 # 64.92 # 73.46 # 11.70 # 7.458# 4.413$ 15
16 2.137$ 2.090$ 2.314$ 14.41 # 8.199# 10.55 # 16.29 # 82.75 # 56.28 # 10.52 # 6.835# 4.641$ 16
17 2.212$ 2.016$ 2.412$ 15.38 # 8.399# 10.31 # 19.95 # 45.93 # 34.13 # 9.965# 6.227# 16.57 # 17
18 2.146$ 1.958$ 2.621$ 11.24 # 8.889# 10.69 # 18.29 # 28.00 # 25.88 # 13.52 # 5.769# 26.22 # 18
19 2.485$ 2.065$ 3.041$ 9.358# 10.62 # 14.23 # 15.97 # 22.01 # 24.40 # 13.56 # 5.552$ 19.38 # 19
20 2.706$ 2.114$ 3.165$ 8.488# 11.33 # 23.03 # 16.40 # 35.67 # 20.50 # 12.11 # 6.773# 13.54 # 20
21 2.458$ 2.101$ 2.770$ 7.905# 11.93 # 18.74 # 17.41 # 35.57 " 17.66 # 12.66 # 7.345# 10.33 # 21
22 2.320$ 2.151$ 2.634$ 7.734# 10.55 # 14.37 # 18.11 # 27.19 # 18.78 # 14.49 # 6.996# 8.600# 22
23 2.237$ 2.050$ 2.919$ 7.752# 8.703# 12.54 # 19.19 # 22.52 # 18.65 # 12.89 # 6.296# 7.739# 23
24 2.261$ 2.097$ 2.840$ 7.126# 7.794# 112.8 $ 23.55 # 19.07 # 27.22 # 11.07 # 5.730# 6.717# 24
25 2.200$ 2.171$ 3.457$ 7.141# 7.612# 182.0 $ 25.90 # 17.26 # 100.1 # 9.451# 5.741# 5.857# 25
26 2.068$ 2.217$ 3.299$ 7.457# 9.534# 47.30 # 24.60 # 17.30 # 53.16 # 8.588# 5.768# 5.079$ 26
27 1.833$ 2.175$ 5.867$ 6.929# 14.53 # 22.80 # 21.30 # 23.52 # 32.61 " 44.52 # 5.604$ 4.243$ 27
28 1.836$ 2.136$ 7.588# 6.660# 36.61 # 34.19 # 64.97 # 21.78 # 29.70 # 65.77 # 5.421$ 3.858$ 28
29 1.928$ 6.690# 6.379# 34.58 # 31.87 # 39.46 # 30.56 # 23.02 # 40.72 # 5.123$ 3.637$ 29
30 2.306$ 5.332$ 8.019# 17.09 # 22.67 # 27.09 # 144.6 # 18.70 # 100.8 $ 4.940$ 3.532$ 30
31 2.568$ 4.827$ 12.05 # 36.13 " 67.57 # 52.67 # 3.415$ 31
Mean 2.632$ 2.199$ 3.568$ 7.095$ 11.32 # 24.23 $ 30.17 # 39.73 # 50.45 $ 22.24 $ 8.946$ 8.047$
Median 2.485$ 2.159$ 2.919$ 6.892$ 8.889# 11.44 $ 21.44 # 32.00 # 27.24 $ 13.52 $ 7.331$ 5.842$
Maximum 3.982$ 2.552$ 7.588$ 15.38 $ 36.61 # 182.0 $ 103.2 # 144.6 # 218.9 $ 100.8 $ 22.13 $ 26.22 $
Minimum 1.833$ 1.943$ 2.187$ 4.134$ 6.478# 9.319$ 15.58 # 17.26 # 17.66 $ 8.588$ 4.940$ 3.415$
Total 81.59 $ 61.56 $ 110.6 $ 212.8 $ 350.9 # 726.8 $ 935.2 #1232 #1513 $ 689.4 $ 268.4 $ 249.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.62 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.615$ # ... Relative Uncertainty +/-15%
Annual Total 6432 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 218.9 $ 1.833$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 3.107$ 2.878$ 2.277$ 42.62 # 9.673# 18.17 # 29.73 # 138.4 # 39.78 # 18.87 # 28.77 # 32.68 # 1
2 3.083$ 3.249$ 2.305$ 29.25 # 9.327# 17.37 # 22.37 # 137.5 # 34.80 # 17.65 # 18.07 # 28.46 # 2
3 3.206$ 3.906$ 2.419$ 12.50 # 8.597# 14.25 # 18.67 # 130.7 # 22.87 # 20.61 # 13.76 # 25.96 # 3
4 3.282$ 4.686$ 2.364$ 7.944# 8.366# 12.43 # 16.96 # 74.36 # 17.96 # 20.23 # 11.51 # 22.96 # 4
5 3.345$ 5.160$ 2.440$ 6.277# 8.348# 11.69 # 21.34 # 44.65 # 16.69 # 28.00 # 10.74 # 21.27 # 5
6 3.451$ 4.835$ 2.473$ 5.544$ 8.260# 11.21 # 30.48 # 37.63 " 16.26 # 28.81 # 15.25 # 19.03 # 6
7 3.137$ 4.107$ 2.584$ 5.255$ 8.163# 10.54 # 24.87 # 58.72 # 15.34 # 22.41 # 31.27 # 16.69 # 7
8 3.110$ 3.121$ 2.705$ 5.951$ 8.163# 10.08 # 19.02 # 47.41 # 14.58 # 18.03 # 20.48 # 14.93 # 8
9 3.224$ 2.666$ 2.727$ 6.790# 8.278# 9.761# 20.99 # 41.38 # 13.69 # 15.43 # 14.41 # 14.10 # 9
10 2.842$ 2.366$ 2.772$ 6.717# 8.205# 13.21 # 51.27 # 57.98 # 13.03 # 13.89 # 11.95 # 21.26 # 10
11 2.819$ 2.230$ 2.658$ 6.206# 8.502# 19.80 # 215.0 $ 36.92 " 13.25 # 12.85 # 11.32 # 37.02 " 11
12 2.729$ 2.300$ 2.582$ 5.667$ 8.462# 21.96 # 271.3 $ 28.64 # 12.88 # 14.14 # 11.00 # 26.79 # 12
13 3.051$ 2.187$ 2.473$ 5.236$ 11.30 # 20.21 # 117.8 # 24.77 # 49.84 # 14.96 # 10.39 # 17.93 # 13
14 3.067$ 2.116$ 2.550$ 4.904$ 31.20 # 15.84 # 54.24 # 22.49 # 51.98 # 14.05 # 9.526# 14.78 # 14
15 2.950$ 2.084$ 2.554$ 4.540$ 27.13 # 16.35 # 38.88 # 20.44 # 29.78 # 12.39 # 8.670# 13.04 # 15
16 2.850$ 2.202$ 2.391$ 4.492$ 18.01 # 101.8 # 71.17 # 18.53 # 20.13 # 11.35 # 7.931# 12.51 # 16
17 2.657$ 2.314$ 2.376$ 5.970$ 14.60 # 149.3 # 72.54 # 16.88 # 16.86 # 11.32 # 7.805# 11.45 # 17
18 2.602$ 2.384$ 2.670$ 8.908# 13.37 # 80.82 # 49.26 # 15.66 # 21.15 # 10.98 # 7.750# 10.58 # 18
19 3.327$ 2.500$ 2.686$ 26.05 # 13.41 # 34.12 # 150.2 # 16.58 # 26.45 # 10.56 # 7.619# 9.658# 19
20 4.702$ 2.490$ 2.578$ 46.11 # 13.12 # 21.72 # 128.7 # 18.95 # 21.63 # 9.791# 11.04 # 8.873# 20
21 6.727# 2.637$ 2.549$ 92.53 # 12.10 # 17.72 # 73.25 # 19.35 # 28.76 # 10.16 # 220.5 $ 9.546# 21
22 6.295# 2.766$ 2.602$ 53.33 # 10.97 # 15.54 # 43.02 # 17.14 # 36.21 " 10.14 # 281.1 $ 10.57 # 22
23 5.251$ 2.628$ 2.899$ 23.72 # 11.19 # 14.25 # 33.03 " 15.58 # 24.94 # 9.970# 328.7 & 9.304# 23
24 4.331$ 2.529$ 3.068$ 14.51 # 13.09 # 13.16 # 35.71 " 14.66 # 18.59 # 10.53 # 665.7 & 8.263# 24
25 3.653$ 2.286$ 3.030$ 11.35 # 15.56 # 12.50 # 33.75 " 14.63 # 23.86 # 12.61 # 406.2 & 7.462# 25
26 3.265$ 2.276$ 2.928$ 10.17 # 15.01 # 12.17 # 28.95 # 14.68 # 29.89 # 13.34 # 109.0 # 6.823# 26
27 3.013$ 2.249$ 2.828$ 9.423# 12.80 # 12.41 # 25.88 # 14.26 # 23.55 # 11.63 # 87.58 # 6.288# 27
28 3.084$ 2.286$ 2.788$ 9.635# 16.39 # 37.92 # 25.21 # 13.58 # 18.56 # 10.51 # 96.97 # 5.970# 28
29 2.859$ 2.321$ 2.846$ 9.287# 31.74 # 81.10 # 24.47 # 14.06 # 30.10 # 90.47 # 61.51 # 5.633$ 29
30 2.884$ 2.768$ 9.671# 22.49 # 52.82 # 51.94 # 17.04 # 23.81 # 122.1 # 40.99 # 5.402$ 30
31 2.970$ 3.199$ 16.85 # 139.4 # 16.32 # 58.48 # 5.218$ 31
Mean 3.447$ 2.819$ 2.648$ 16.35 $ 13.63 # 29.34 # 62.56 $ 37.42 # 24.24 # 22.14 # 85.58 & 14.85 $
Median 3.107$ 2.490$ 2.602$ 9.098$ 12.10 # 16.09 # 35.71 $ 19.35 # 22.25 # 13.89 # 14.83 & 12.51 $
Maximum 6.727$ 5.160$ 3.199$ 92.53 $ 31.74 # 149.3 # 271.3 $ 138.4 # 51.98 # 122.1 # 665.7 & 37.02 $
Minimum 2.602$ 2.084$ 2.277$ 4.492$ 8.163# 9.761# 16.96 $ 13.58 # 12.88 # 9.791# 7.619& 5.218$
Total 106.9 $ 81.76 $ 82.09 $ 490.6 $ 422.7 # 880.2 #1939 $1160 # 727.2 # 686.3 #2567 & 460.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.24 & " ... Relative Uncertainty +/-10%
Ann. Median 12.96 & # ... Relative Uncertainty +/-15%
Annual Total 9605 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 665.7 & 2.084&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 4.974$ 3.176$ 4.716$ 18.83 # 7.453# 8.882# 210.2 $ 28.32 # 75.15 # 73.02 # 13.35 # 6.633# 1
2 4.737$ 3.026$ 9.764# 13.68 # 7.450# 9.080# 93.90 # 25.89 # 120.1 # 52.17 # 12.25 # 6.188# 2
3 4.532$ 2.944$ 8.705# 10.44 # 7.087# 10.78 # 47.30 # 24.23 # 107.3 # 41.51 " 11.27 # 5.924# 3
4 4.378$ 2.965$ 6.999# 8.040# 6.708# 106.0 # 31.41 # 22.77 # 75.51 # 34.85 " 10.47 # 5.538$ 4
5 4.213$ 2.785$ 5.674$ 6.870# 6.738# 226.3 $ 25.47 # 21.82 # 66.20 # 31.59 # 9.835# 5.377$ 5
6 4.232$ 2.593$ 4.896$ 6.179# 6.374# 87.00 # 29.30 # 29.59 # 179.3 # 29.85 # 9.619# 5.275$ 6
7 4.130$ 2.483$ 4.465$ 5.751# 6.098# 61.14 # 42.33 " 32.20 # 168.1 $ 30.65 # 9.773# 6.013$ 7
8 3.898$ 2.871$ 4.185$ 5.470$ 6.081# 65.33 # 32.93 # 24.54 # 241.3 $ 29.23 # 9.640# 6.506# 8
9 3.861$ 2.796$ 4.082$ 5.134$ 6.155# 37.33 # 30.06 # 23.86 # 130.2 # 28.06 # 9.105# 6.549# 9
10 3.719$ 2.480$ 3.744$ 5.429$ 6.133# 26.79 # 48.93 # 23.43 # 80.31 # 26.58 # 8.615# 6.044# 10
11 3.446$ 2.370$ 3.448$ 5.650$ 7.803# 26.15 # 78.27 # 27.75 # 132.2 # 29.32 # 8.692# 5.571$ 11
12 3.291$ 2.333$ 3.303$ 6.225# 9.812# 30.78 # 65.31 # 23.58 # 105.6 # 28.32 # 8.865# 5.282$ 12
13 3.298$ 2.266$ 3.476$ 6.429# 9.757# 27.37 # 50.96 # 20.71 # 111.7 # 28.73 # 9.438# 4.940$ 13
14 3.391$ 3.197$ 3.498$ 6.129# 8.692# 22.52 # 36.91 " 34.51 # 91.54 # 28.54 # 9.088# 4.467$ 14
15 3.247$ 4.511$ 3.429$ 5.618$ 7.824# 20.12 # 28.97 # 132.0 $ 88.32 # 24.80 # 8.191# 4.214$ 15
16 3.208$ 3.919$ 3.431$ 5.240$ 7.406# 18.13 # 23.92 # 309.9 $ 80.54 # 21.12 # 7.679# 4.216$ 16
17 2.956$ 3.286$ 3.109$ 5.020$ 7.146# 16.54 # 44.40 # 176.7 $ 63.32 # 18.49 # 7.365# 4.322$ 17
18 2.798$ 3.325$ 2.838$ 5.175$ 6.895# 15.56 # 106.9 $ 67.00 # 59.41 # 16.34 # 7.813# 4.292$ 18
19 3.107$ 3.212$ 3.104$ 5.048$ 7.632# 45.72 # 404.2 & 47.53 # 56.73 # 14.63 # 9.093# 4.193$ 19
20 3.054$ 2.883$ 3.058$ 4.854$ 8.224# 87.47 # 240.9 $ 56.82 # 52.82 # 13.23 # 10.52 # 4.022$ 20
21 3.026$ 2.668$ 3.657$ 5.025$ 9.394# 92.71 # 158.8 # 53.64 # 172.8 $ 12.31 # 11.81 # 4.025$ 21
22 3.804$ 2.498$ 3.963$ 7.376$ 14.75 # 64.62 # 239.8 $ 42.35 " 231.9 $ 11.86 # 11.76 # 3.816$ 22
23 4.790$ 2.389$ 4.731$ 10.18 # 61.09 # 33.57 # 273.5 $ 83.17 # 102.3 # 11.59 # 11.01 # 3.449$ 23
24 4.727$ 2.410$ 4.853$ 11.97 # 41.11 # 28.25 # 165.0 $ 107.0 # 74.15 # 11.64 # 9.408# 3.171$ 24
25 4.408$ 2.471$ 4.598$ 10.16 # 18.50 # 26.00 # 321.3 $ 77.88 # 75.07 # 11.38 # 7.934# 3.054$ 25
26 4.373$ 3.361$ 4.349$ 9.800# 12.80 # 22.11 # 225.3 $ 52.90 # 60.63 # 11.00 # 7.758# 2.954$ 26
27 4.328$ 3.730$ 4.118$ 9.426# 10.69 # 20.21 # 82.91 # 40.48 # 49.70 # 28.86 # 8.738# 2.911$ 27
28 4.510$ 3.355$ 3.984$ 8.559# 9.579# 59.54 # 56.15 # 193.5 $ 44.90 " 28.35 # 9.066# 2.828$ 28
29 4.939$ 3.939$ 7.730# 9.039# 158.4 # 43.09 # 206.6 $ 75.86 # 21.80 # 8.108# 2.907$ 29
30 4.771$ 3.945$ 7.597# 8.715# 269.2 $ 35.88 " 106.5 # 115.4 # 18.39 # 7.199# 3.300$ 30
31 4.190$ 10.96 $ 8.503# 31.44 # 65.06 # 15.12 # 3.284$ 31
Mean 3.946$ 2.939$ 4.614$ 7.634$ 11.34 # 57.45 $ 106.6 & 70.39 $ 102.9 $ 25.27 # 9.448# 4.557$
Median 4.130$ 2.877$ 3.984$ 6.327$ 7.824# 29.51 $ 50.96 & 42.35 $ 84.43 $ 26.58 # 9.099# 4.292$
Maximum 4.974$ 4.511$ 10.96 $ 18.83 $ 61.09 # 269.2 $ 404.2 & 309.9 $ 241.3 $ 73.02 # 13.35 # 6.633$
Minimum 2.798$ 2.266$ 2.838$ 4.854$ 6.081# 8.882$ 23.92 & 20.71 $ 44.90 $ 11.00 # 7.199# 2.828$
Total 122.3 $ 82.30 $ 143.0 $ 229.0 $ 351.6 #1724 $3306 &2182 $3088 $ 783.3 # 283.5 # 141.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.07 & " ... Relative Uncertainty +/-10%
Ann. Median 9.426& # ... Relative Uncertainty +/-15%
Annual Total 12436 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 404.2 & 2.266&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 3.136$ 2.619$ 1.972$ 5.026$ 5.965# 24.92 # 15.28 # 33.23 # 20.25 # 8.781# 6.883# 3.097$ 1
2 3.241$ 2.444$ 1.990$ 16.55 $ 6.334# 23.56 # 73.45 # 23.88 # 19.52 # 8.493# 6.244# 3.008$ 2
3 3.135$ 2.689$ 1.952$ 29.48 # 6.490# 16.71 # 90.14 # 19.41 # 17.99 # 8.226# 5.606$ 3.436$ 3
4 2.990$ 2.601$ 2.099$ 16.67 # 6.187# 22.46 # 39.94 # 18.63 # 18.94 # 8.271# 4.925$ 5.086$ 4
5 3.056$ 2.586$ 2.152$ 10.31 # 6.066# 36.61 # 25.37 # 18.34 # 20.19 # 8.928# 6.489$ 6.864# 5
6 3.050$ 2.505$ 2.158$ 8.611# 6.007# 34.96 # 20.05 # 21.10 # 17.96 # 9.121# 7.032# 6.951# 6
7 2.890$ 2.509$ 2.248$ 7.876# 6.198# 22.13 # 17.19 # 21.82 # 16.15 # 8.568# 6.629# 7.407# 7
8 2.828$ 2.438$ 2.380$ 7.083# 6.431# 26.99 # 15.36 # 35.13 " 21.65 # 8.014# 5.937# 8.173# 8
9 2.905$ 2.474$ 2.671$ 6.706# 6.817# 24.20 # 17.32 # 27.85 # 39.94 # 7.309# 5.626$ 7.623# 9
10 2.801$ 3.603$ 2.530$ 6.795# 7.482# 17.22 # 53.69 # 22.44 # 29.64 # 7.446# 13.16 # 6.427# 10
11 2.726$ 3.946$ 2.286$ 6.906# 7.591# 14.70 # 46.80 # 20.35 # 21.25 # 15.34 # 32.96 # 5.701# 11
12 2.735$ 5.393$ 2.145$ 6.742# 7.189# 13.46 # 109.9 # 19.99 # 60.04 # 15.52 # 30.11 # 5.310$ 12
13 2.679$ 4.560$ 2.013$ 7.840# 7.202# 12.66 # 210.7 $ 57.72 # 69.15 # 11.85 # 19.88 # 4.898$ 13
14 2.722$ 3.795$ 2.411$ 9.207# 9.119# 11.99 # 75.86 # 70.85 # 41.36 # 11.10 # 13.50 # 4.390$ 14
15 2.748$ 3.294$ 2.936$ 8.591# 10.67 # 13.43 # 38.76 # 37.85 # 25.59 # 10.50 # 10.45 # 3.970$ 15
16 2.576$ 2.979$ 2.995$ 7.387# 9.657# 35.79 # 28.48 # 24.49 # 20.39 # 9.584# 8.681# 3.830$ 16
17 2.389$ 2.850$ 2.811$ 6.786# 8.883# 34.14 # 101.3 # 23.82 # 18.66 # 8.575# 7.619# 3.647$ 17
18 2.363$ 3.138$ 2.602$ 6.520# 9.023# 21.13 # 119.3 # 121.9 # 16.71 # 7.942# 6.833# 3.576$ 18
19 2.312$ 3.361$ 2.617$ 6.314# 8.672# 17.12 # 80.46 # 90.68 # 14.92 # 7.132# 6.028# 3.397$ 19
20 2.547$ 3.483$ 2.755$ 6.088# 8.465# 15.27 # 54.98 # 51.36 # 13.57 # 6.939# 5.532$ 3.404$ 20
21 3.522$ 3.651$ 2.817$ 6.042# 8.286# 13.82 # 32.68 # 32.69 # 12.65 # 11.55 # 5.098$ 3.390$ 21
22 3.270$ 3.518$ 3.584$ 6.761# 8.001# 13.00 # 24.29 # 67.81 # 11.83 # 12.49 # 5.100$ 3.457$ 22
23 2.890$ 3.142$ 5.363$ 7.510# 13.42 # 29.52 # 20.32 # 72.46 # 10.99 # 11.30 # 5.627$ 3.792$ 23
24 2.764$ 2.802$ 12.08 # 7.259# 23.40 # 72.96 # 18.31 # 46.62 # 10.37 # 10.04 # 5.960# 4.024$ 24
25 3.209$ 2.654$ 11.45 # 6.673# 19.33 # 42.03 # 17.40 # 29.52 # 10.06 # 8.810# 5.533$ 3.697$ 25
26 3.805$ 2.416$ 8.266# 6.395# 13.50 # 22.55 # 16.70 # 22.86 # 9.775# 7.844# 4.956$ 3.576$ 26
27 3.505$ 2.065$ 7.123# 6.080# 12.78 # 17.08 # 17.60 # 20.08 # 9.742# 7.385# 4.386$ 3.355$ 27
28 3.229$ 2.168$ 6.709# 5.985# 22.00 # 16.74 # 18.05 # 18.13 # 9.671# 7.235# 4.070$ 2.932$ 28
29 3.292$ 6.035# 6.054# 19.46 # 19.33 # 39.17 # 16.56 # 9.432# 8.242# 3.757$ 2.655$ 29
30 2.923$ 4.823$ 6.022# 14.34 # 17.72 # 51.36 # 16.52 # 9.104# 8.059# 3.417$ 2.361$ 30
31 2.767$ 4.734$ 13.04 # 41.25 " 18.65 # 7.495# 2.322$ 31
Mean 2.936$ 3.060$ 3.894$ 8.409$ 10.26 # 23.47 # 49.40 $ 36.22 # 20.92 # 9.293# 8.601$ 4.379$
Median 2.890$ 2.826$ 2.671$ 6.790$ 8.465# 20.23 # 38.76 $ 23.88 # 17.98 # 8.568# 5.994$ 3.697$
Maximum 3.805$ 5.393$ 12.08 $ 29.48 $ 23.40 # 72.96 # 210.7 $ 121.9 # 69.15 # 15.52 # 32.96 $ 8.173$
Minimum 2.312$ 2.065$ 1.952$ 5.026$ 5.965# 11.99 # 15.28 $ 16.52 # 9.104# 6.939# 3.417$ 2.322$
Total 91.00 $ 85.68 $ 120.7 $ 252.3 $ 318.0 # 704.2 #1531 $1123 # 627.5 # 288.1 # 258.0 $ 135.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.17 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.844$ # ... Relative Uncertainty +/-15%
Annual Total 5535 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 210.7 $ 1.952$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.203$ 10.39 # 2.940$ 2.451$ 8.409# 8.662# 35.48 # 32.31 # 19.97 # 21.70 # 10.97 # 5.663# 1
2 2.162$ 7.898# 3.075$ 2.388$ 15.03 # 13.54 # 164.5 $ 42.28 # 20.56 # 19.18 # 9.899# 5.154$ 2
3 2.230$ 6.622# 2.942$ 2.290$ 15.61 # 29.51 # 385.2 & 195.2 $ 29.26 # 19.49 # 49.74 $ 4.488$ 3
4 2.062$ 6.088# 2.819$ 2.285$ 12.12 # 40.80 " 331.2 & 276.0 $ 25.53 # 18.25 # 138.7 $ 4.293$ 4
5 2.214$ 5.562$ 2.656$ 2.128$ 9.446# 24.19 # 87.74 # 92.20 # 31.94 # 16.68 # 37.12 # 4.483$ 5
6 3.703$ 4.842$ 2.644$ 1.920$ 10.30 # 19.81 # 104.1 # 40.94 # 34.09 # 15.68 # 19.89 # 4.615$ 6
7 3.197$ 4.510$ 2.855$ 2.062$ 10.80 # 17.30 # 89.40 # 27.52 # 26.13 # 15.89 # 32.47 # 12.02 $ 7
8 2.684$ 4.424$ 2.695$ 3.495$ 9.145# 15.08 # 54.59 # 23.11 # 20.80 # 69.91 # 35.72 # 49.50 # 8
9 2.466$ 5.409$ 2.489$ 4.220$ 7.817# 13.66 # 40.12 " 39.11 # 17.78 # 225.2 $ 221.3 $ 37.38 # 9
10 2.476$ 5.864# 2.467$ 3.341$ 7.107# 12.32 # 34.83 " 46.07 # 16.12 # 110.0 # 103.5 # 17.88 # 10
11 2.265$ 6.124# 2.543$ 3.907$ 7.016# 11.18 # 32.34 # 28.94 # 14.94 # 48.00 # 31.80 # 11.40 # 11
12 2.105$ 5.676$ 2.793$ 5.053$ 6.708# 10.13 # 27.21 # 22.85 # 13.76 # 30.89 # 19.02 # 8.740# 12
13 2.090$ 4.957$ 3.301$ 5.880$ 6.590# 9.616# 22.83 # 20.27 # 14.12 # 24.36 # 14.83 # 7.667# 13
14 1.786$ 4.352$ 3.010$ 6.904# 6.414# 9.927# 19.97 # 57.61 # 17.22 # 19.97 # 13.42 # 11.38 # 14
15 1.645$ 3.981$ 2.749$ 6.280# 6.524# 10.94 # 23.31 # 50.05 # 16.38 # 17.18 # 12.39 # 16.69 # 15
16 1.738$ 3.909$ 2.657$ 5.665$ 6.612# 13.63 # 39.58 # 127.5 # 16.13 # 15.00 # 11.24 # 13.57 # 16
17 1.874$ 3.984$ 2.660$ 5.007$ 7.257# 14.24 # 43.47 # 102.6 # 25.36 # 13.50 # 10.31 # 11.11 # 17
18 1.846$ 4.123$ 3.093$ 5.100$ 9.095# 13.14 # 26.18 # 49.83 # 90.57 # 12.75 # 11.63 # 9.712# 18
19 1.822$ 4.205$ 3.250$ 5.150$ 9.554# 12.59 # 20.43 # 30.95 # 213.4 $ 14.12 # 11.91 # 8.423# 19
20 1.905$ 4.037$ 4.318$ 5.598$ 29.90 # 14.80 # 31.23 # 23.26 # 93.89 # 13.16 # 10.63 # 7.313# 20
21 1.818$ 3.883$ 4.083$ 5.303$ 76.34 # 18.83 # 51.03 # 19.93 # 41.21 # 11.81 # 9.200# 6.487# 21
22 1.853$ 3.577$ 4.023$ 5.007$ 31.55 # 17.81 # 30.86 # 244.1 $ 37.58 " 10.74 # 8.519# 5.744# 22
23 1.820$ 3.234$ 3.905$ 4.957$ 17.73 # 14.50 # 23.81 # 196.6 $ 36.72 # 25.46 # 7.832# 5.426$ 23
24 5.206$ 3.040$ 3.681$ 4.971$ 14.66 # 15.07 # 20.96 # 90.00 # 25.43 # 78.40 # 6.745# 4.812$ 24
25 7.691# 2.904$ 3.353$ 10.98 $ 12.86 # 65.10 # 19.21 # 86.64 # 20.25 # 40.38 # 5.901# 4.459$ 25
26 8.456$ 2.732$ 3.018$ 17.86 # 12.07 # 39.71 # 22.74 # 50.11 # 41.14 # 25.93 # 5.751# 4.150$ 26
27 6.491# 2.870$ 2.845$ 12.60 # 10.92 # 19.92 # 21.85 # 32.95 # 60.33 # 22.34 # 5.836# 3.847$ 27
28 6.056$ 2.854$ 2.672$ 11.00 # 9.931# 19.22 # 20.07 # 28.52 # 55.37 # 19.25 # 5.762# 3.672$ 28
29 13.10 # 2.701$ 9.091# 9.140# 37.63 " 56.35 # 27.47 # 41.65 " 16.58 # 5.685# 3.375$ 29
30 21.82 # 2.660$ 7.862# 8.718# 27.82 # 101.7 # 23.28 # 27.59 # 13.94 # 5.722# 3.023$ 30
31 14.63 # 2.520$ 8.732# 52.85 # 21.05 # 12.17 # 3.276$ 31
Mean 4.304$ 4.716$ 3.013$ 5.692$ 13.36 # 19.69 # 65.65 & 69.33 $ 38.17 $ 32.83 $ 29.11 $ 9.669$
Median 2.214$ 4.278$ 2.845$ 5.030$ 9.446# 14.94 # 34.83 & 40.94 $ 25.83 $ 19.18 $ 11.44 $ 5.744$
Maximum 21.82 $ 10.39 $ 4.318$ 17.86 $ 76.34 # 65.10 # 385.2 & 276.0 $ 213.4 $ 225.2 $ 221.3 $ 49.50 $
Minimum 1.645$ 2.732$ 2.467$ 1.920$ 6.414# 8.662# 19.21 & 19.93 $ 13.76 $ 10.74 $ 5.685$ 3.023$
Total 133.4 $ 132.1 $ 93.42 $ 170.8 $ 414.1 # 590.7 #2035 &2149 $1145 $1018 $ 873.4 $ 299.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.81 & " ... Relative Uncertainty +/-10%
Ann. Median 11.40 & # ... Relative Uncertainty +/-15%
Annual Total 9055 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 385.2 & 1.645&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 3.722$ 2.020$ 2.764$ 3.655$ 9.582# 67.09 # 28.33 # 22.61 # 107.5 # 37.85 " 8.454# 9.325# 1
2 3.936$ 2.224$ 2.624$ 3.780$ 9.433# 903.8 & 27.15 # 21.45 # 65.51 # 26.70 # 8.526# 9.142# 2
3 3.776$ 2.871$ 2.580$ 3.762$ 8.452# 334.2 & 24.97 # 26.44 # 40.20 # 21.67 # 8.938# 8.536# 3
4 3.455$ 3.058$ 2.595$ 3.792$ 7.728# 55.38 # 22.62 # 27.50 # 235.4 $ 21.03 # 9.636# 8.150# 4
5 3.587$ 2.753$ 2.379$ 4.871$ 8.055# 31.08 # 20.86 # 24.42 # 362.5 & 20.48 # 17.19 # 7.554# 5
6 4.222$ 2.698$ 2.204$ 4.778$ 9.005# 23.65 # 20.27 # 22.29 # 351.2 & 18.61 # 24.16 # 8.243# 6
7 3.827$ 2.553$ 1.953$ 4.856$ 9.734# 22.06 # 44.48 # 22.42 # 152.9 $ 16.74 # 21.31 # 8.983# 7
8 3.617$ 2.396$ 1.940$ 5.349$ 12.65 # 26.79 # 137.1 # 26.66 # 66.91 # 15.21 # 15.83 # 9.650# 8
9 3.691$ 2.204$ 2.295$ 5.047$ 12.70 # 24.59 # 119.4 # 25.44 # 45.06 # 14.51 # 12.47 # 9.199# 9
10 3.795$ 2.173$ 2.238$ 4.639$ 11.20 # 29.64 # 54.28 # 23.01 # 34.07 " 13.57 # 10.28 # 8.588# 10
11 3.565$ 2.232$ 2.383$ 4.257$ 9.982# 59.05 # 94.33 # 20.06 # 29.48 # 12.70 # 12.93 # 7.897# 11
12 3.287$ 2.273$ 2.436$ 3.882$ 9.270# 54.50 # 76.87 # 51.91 # 29.22 # 11.52 # 17.32 # 7.458# 12
13 3.081$ 2.413$ 2.315$ 3.958$ 8.742# 296.3 $ 65.94 # 178.1 # 26.05 # 10.44 # 15.16 # 9.081# 13
14 2.759$ 2.491$ 2.697$ 4.154$ 10.99 # 165.3 $ 56.86 # 114.6 # 22.40 # 10.86 # 11.49 # 11.89 # 14
15 2.517$ 2.375$ 2.718$ 4.417$ 12.96 # 221.3 & 42.79 # 60.48 # 19.88 # 13.31 # 9.529# 11.08 # 15
16 2.334$ 2.412$ 2.585$ 4.600$ 15.36 # 180.5 $ 35.59 " 40.81 # 18.07 # 14.14 # 8.369# 9.727# 16
17 2.199$ 2.430$ 2.540$ 4.568$ 14.62 # 71.78 # 66.79 # 31.74 # 17.11 # 12.78 # 8.057# 8.408# 17
18 2.179$ 2.348$ 2.596$ 4.557$ 15.35 # 41.96 # 65.22 # 27.36 # 16.36 # 11.77 # 7.834# 7.282# 18
19 2.133$ 2.462$ 2.539$ 5.433$ 13.75 # 54.71 # 41.40 # 24.17 # 19.81 # 10.86 # 7.466# 6.555# 19
20 2.076$ 2.346$ 2.582$ 5.730$ 12.09 # 273.3 & 32.88 " 23.24 # 28.76 # 10.05 # 7.142# 6.099# 20
21 1.919$ 2.242$ 2.822$ 6.423# 10.82 # 340.4 & 28.68 # 28.45 # 37.93 # 9.483# 6.811# 5.819# 21
22 1.994$ 2.273$ 2.878$ 8.308# 10.23 # 126.1 # 25.71 # 79.37 # 101.4 # 8.939# 6.578# 5.420$ 22
23 1.990$ 2.430$ 2.793$ 9.138# 9.808# 62.77 # 27.80 # 114.5 # 82.72 # 14.54 # 6.388# 5.120$ 23
24 2.260$ 2.288$ 2.653$ 8.570# 9.469# 43.72 # 72.02 # 72.41 # 41.75 # 17.87 # 6.141# 4.858$ 24
25 2.491$ 2.121$ 2.627$ 7.451# 9.329# 34.55 " 54.35 # 45.79 # 28.19 # 17.01 # 6.009# 4.630$ 25
26 2.327$ 2.396$ 2.694$ 6.382# 9.329# 29.90 # 50.97 # 33.89 # 23.45 # 14.19 # 5.825# 4.364$ 26
27 2.052$ 2.781$ 2.726$ 6.036# 9.690# 26.47 # 44.17 " 28.63 # 171.5 $ 12.31 # 5.694# 4.111$ 27
28 1.968$ 3.014$ 3.772$ 6.194# 9.778# 27.24 # 34.94 " 26.15 # 296.1 $ 10.95 # 5.412$ 4.033$ 28
29 1.910$ 2.916$ 4.517$ 6.611# 9.416# 33.70 " 29.38 # 32.18 # 132.3 # 9.885# 5.092$ 3.831$ 29
30 2.040$ 3.808$ 8.813# 8.945# 30.65 # 25.88 # 29.79 # 59.34 # 9.074# 7.061$ 3.529$ 30
31 2.035$ 3.706$ 9.551# 23.15 # 27.73 # 8.635# 3.167$ 31
Mean 2.798$ 2.455$ 2.708$ 5.467$ 10.58 # 123.1 & 48.23 # 43.02 # 88.77 & 14.76 # 10.10 $ 7.153$
Median 2.491$ 2.396$ 2.596$ 4.864$ 9.734# 54.60 & 41.40 # 27.73 # 40.98 & 13.31 # 8.411$ 7.554$
Maximum 4.222$ 3.058$ 4.517$ 9.138$ 15.36 # 903.8 & 137.1 # 178.1 # 362.5 & 37.85 # 24.16 $ 11.89 $
Minimum 1.910$ 2.020$ 1.940$ 3.655$ 7.728# 22.06 & 20.27 # 20.06 # 16.36 & 8.635# 5.092$ 3.167$
Total 86.74 $ 71.19 $ 83.96 $ 164.0 $ 328.0 #3693 &1495 #1334 #2663 & 457.7 # 303.1 $ 221.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 29.78 & " ... Relative Uncertainty +/-10%
Ann. Median 9.540& # ... Relative Uncertainty +/-15%
Annual Total 10901 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 903.8 & 1.910&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.975$ 2.335$ 2.003$ 7.545# 10.35 # 35.90 # 13.03 # 32.71 # 21.11 # 101.0 # 10.80 # 6.311# 1
2 2.834$ 2.280$ 1.941$ 6.878# 12.58 # 20.24 # 12.38 # 34.00 # 18.24 # 47.11 # 11.31 # 6.511# 2
3 2.712$ 2.261$ 1.878$ 6.321# 15.15 # 15.43 # 14.52 # 26.34 # 16.85 # 32.20 # 10.74 # 6.176# 3
4 2.483$ 2.218$ 2.205$ 5.914# 14.41 # 13.51 # 27.67 # 22.02 # 16.83 # 26.44 # 9.846# 5.794# 4
5 2.345$ 2.123$ 2.255$ 5.363$ 12.12 # 13.10 # 28.79 # 33.96 # 16.09 # 23.66 # 9.633# 5.510$ 5
6 2.403$ 2.059$ 2.159$ 4.924$ 10.72 # 14.59 # 27.99 # 63.06 # 14.96 # 23.20 # 10.94 # 5.387$ 6
7 4.278$ 2.009$ 2.117$ 4.648$ 10.11 # 16.27 # 27.47 # 119.9 # 21.68 # 20.89 # 14.36 # 5.655$ 7
8 4.552$ 1.948$ 2.085$ 4.753$ 9.658# 15.18 # 21.42 # 149.6 # 86.47 # 18.65 # 13.46 # 6.082# 8
9 4.458$ 1.922$ 2.015$ 4.912$ 9.945# 20.86 # 17.56 # 73.09 # 56.53 # 17.27 # 11.29 # 6.367# 9
10 4.331$ 1.913$ 1.986$ 5.177$ 10.54 # 50.60 # 20.45 # 45.11 # 32.64 # 16.43 # 9.719# 6.081# 10
11 3.925$ 1.902$ 4.143$ 5.638$ 11.70 # 26.72 # 20.53 # 52.32 # 24.95 # 15.50 # 8.654# 5.726# 11
12 3.542$ 1.920$ 5.835# 6.272# 14.94 # 17.85 # 25.91 # 62.59 # 35.34 # 17.92 # 8.024# 5.352$ 12
13 3.261$ 1.929$ 5.185$ 7.985# 14.89 # 14.62 # 199.9 $ 63.89 # 36.35 " 18.37 # 7.890# 5.004$ 13
14 3.131$ 1.929$ 4.607$ 8.841# 13.34 # 13.30 # 85.24 # 70.89 # 27.33 # 16.40 # 7.844# 4.635$ 14
15 3.016$ 1.910$ 5.100$ 7.838# 11.92 # 12.44 # 33.19 # 73.94 # 316.3 & 14.40 # 7.565# 4.402$ 15
16 2.944$ 2.046$ 7.369# 6.934# 10.63 # 11.91 # 23.94 # 321.2 $ 285.6 $ 13.38 # 7.043# 4.282$ 16
17 2.809$ 2.343$ 9.351# 6.640# 10.94 # 13.84 # 75.27 # 253.1 $ 318.1 $ 12.93 # 6.666# 4.387$ 17
18 2.605$ 2.274$ 9.590# 6.670# 14.17 # 25.00 # 96.47 # 113.4 # 196.5 $ 12.40 # 6.205# 4.317$ 18
19 2.516$ 2.442$ 7.877# 7.264# 13.61 # 63.51 # 50.61 # 64.34 # 77.02 # 19.52 # 5.899# 4.395$ 19
20 2.458$ 2.461$ 6.718# 7.612# 11.59 # 42.58 # 59.68 # 42.21 # 74.34 # 177.7 $ 5.946# 12.99 $ 20
21 2.393$ 2.399$ 6.435# 7.386# 10.46 # 25.46 # 55.47 # 35.61 " 97.17 # 72.89 # 6.095# 13.97 # 21
22 2.335$ 2.350$ 6.244# 10.29 # 10.15 # 18.85 # 34.23 # 34.83 " 68.80 # 33.15 # 6.016# 10.42 # 22
23 2.436$ 2.533$ 5.942# 11.12 # 9.906# 16.18 # 23.99 # 30.51 # 112.2 # 22.18 # 7.490# 7.658# 23
24 2.393$ 2.407$ 5.680# 9.684# 9.470# 17.64 # 31.34 # 26.76 # 89.42 # 18.18 # 8.015# 6.251# 24
25 2.332$ 2.311$ 5.236$ 8.249# 9.126# 18.34 # 31.79 # 23.63 # 108.1 # 15.79 # 7.799# 5.457$ 25
26 2.251$ 2.211$ 23.28 $ 7.612# 8.730# 20.48 # 25.91 # 35.70 # 78.59 # 14.69 # 7.078# 5.023$ 26
27 2.153$ 2.088$ 41.17 " 7.693# 8.634# 17.92 # 29.47 # 78.19 # 49.69 # 14.90 # 6.501# 4.723$ 27
28 2.001$ 2.056$ 20.65 # 10.85 # 8.752# 15.91 # 30.83 # 114.1 # 37.17 " 14.42 # 6.116# 4.472$ 28
29 2.015$ 12.57 # 13.19 # 9.172# 14.53 # 78.26 # 62.39 # 31.45 " 13.24 # 5.902# 4.255$ 29
30 2.074$ 9.875# 11.65 # 20.31 # 13.74 # 56.78 # 38.14 " 117.4 # 12.07 # 5.953# 4.176$ 30
31 2.310$ 8.407# 49.00 # 31.44 # 27.27 # 11.17 # 3.999$ 31
Mean 2.847$ 2.164$ 7.481$ 7.529$ 12.81 # 21.22 # 42.31 $ 71.77 $ 82.78 & 28.65 $ 8.360# 5.993$
Median 2.516$ 2.167$ 5.680$ 7.325$ 10.72 # 16.96 # 29.47 $ 52.32 $ 53.11 & 17.92 $ 7.822# 5.457$
Maximum 4.552$ 2.533$ 41.17 $ 13.19 $ 49.00 # 63.51 # 199.9 $ 321.2 $ 318.1 & 177.7 $ 14.36 # 13.97 $
Minimum 2.001$ 1.902$ 1.878$ 4.648$ 8.634# 11.91 # 12.38 $ 22.02 $ 14.96 & 11.17 $ 5.899# 3.999$
Total 88.27 $ 60.58 $ 231.9 $ 225.9 $ 397.0 # 636.5 #1312 $2225 $2483 & 888.1 $ 250.8 # 185.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.61 & " ... Relative Uncertainty +/-10%
Ann. Median 10.85 & # ... Relative Uncertainty +/-15%
Annual Total 8984 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 321.2 & 1.878&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 3.879$ 2.928$ 2.316$ 4.261$ 8.304# 12.10 # 13.77 # 18.07 # 25.41 # 11.59 # 11.47 # 6.848# 1
2 3.589$ 3.185$ 2.282$ 3.732$ 8.418# 11.34 # 13.58 # 16.63 # 20.21 # 10.68 # 10.53 # 6.163# 2
3 3.317$ 2.878$ 2.362$ 3.566$ 8.958# 11.35 # 18.38 # 15.67 # 17.72 # 9.925# 9.473# 5.741# 3
4 3.328$ 2.807$ 2.546$ 3.434$ 9.214# 11.04 # 20.42 # 15.01 # 16.02 # 9.637# 8.770# 5.441$ 4
5 3.305$ 2.621$ 2.344$ 3.399$ 9.635# 10.38 # 17.40 # 14.40 # 14.94 # 9.441# 8.302# 5.353$ 5
6 3.163$ 3.611$ 2.299$ 3.351$ 9.871# 9.887# 23.93 # 13.96 # 14.56 # 11.06 # 7.863# 5.105$ 6
7 3.100$ 5.835$ 2.363$ 3.222$ 9.689# 9.464# 86.26 # 13.65 # 18.12 # 12.22 # 8.036# 5.034$ 7
8 2.936$ 4.716$ 2.239$ 3.233$ 10.25 # 9.696# 226.3 $ 14.23 # 23.50 # 11.37 # 8.034# 4.739$ 8
9 2.874$ 4.132$ 2.222$ 3.327$ 9.804# 9.716# 148.1 $ 15.24 # 59.45 # 9.896# 7.736# 4.548$ 9
10 2.754$ 4.029$ 2.290$ 3.410$ 9.631# 12.61 # 59.36 # 14.80 # 38.78 # 9.232# 7.319# 4.379$ 10
11 2.699$ 3.575$ 2.247$ 3.250$ 8.846# 28.89 # 108.1 # 14.26 # 22.10 # 8.819# 6.968# 4.710$ 11
12 2.717$ 3.400$ 2.187$ 3.026$ 8.134# 35.72 # 114.9 # 13.49 # 17.32 # 8.268# 6.762# 4.714$ 12
13 2.623$ 3.900$ 2.290$ 2.901$ 7.994# 24.15 # 44.07 # 12.63 # 15.15 # 7.916# 8.213# 4.548$ 13
14 2.345$ 4.112$ 2.553$ 3.536$ 7.792# 16.88 # 41.04 # 11.74 # 13.68 # 7.533# 10.93 # 4.150$ 14
15 2.389$ 3.985$ 2.518$ 3.803$ 7.777# 13.87 # 83.43 # 11.80 # 12.79 # 7.186# 11.03 # 3.972$ 15
16 2.455$ 3.594$ 2.461$ 3.989$ 8.031# 12.79 # 59.41 # 12.26 # 11.98 # 6.820# 9.387# 3.850$ 16
17 2.355$ 3.233$ 2.631$ 4.325$ 7.994# 11.74 # 37.53 " 12.26 # 11.48 # 6.616# 8.064# 3.692$ 17
18 2.242$ 2.876$ 3.066$ 4.662$ 8.466# 11.27 # 27.97 # 12.26 # 11.09 # 6.992# 7.599# 3.608$ 18
19 2.247$ 2.692$ 3.353$ 4.894$ 17.35 # 12.70 # 23.34 # 12.59 # 10.78 # 11.53 # 7.219# 3.446$ 19
20 2.405$ 2.485$ 3.164$ 5.064$ 21.41 # 13.06 # 20.99 # 13.35 # 10.31 # 177.7 # 6.788# 3.252$ 20
21 2.361$ 2.382$ 3.171$ 5.462$ 26.39 # 13.97 # 19.64 # 13.55 # 9.642# 115.5 # 6.624# 3.516$ 21
22 2.413$ 2.300$ 2.872$ 5.330$ 19.76 # 54.30 # 19.29 # 15.29 # 14.06 # 34.31 # 6.577# 3.541$ 22
23 2.444$ 2.300$ 2.928$ 5.220$ 14.43 # 43.88 # 27.28 # 15.01 # 16.86 # 82.51 # 6.321# 3.431$ 23
24 2.624$ 2.261$ 2.894$ 5.181$ 13.22 # 23.26 # 26.95 # 13.05 # 14.92 # 78.89 # 5.925# 3.356$ 24
25 2.934$ 2.273$ 2.707$ 5.322$ 12.76 # 17.41 # 23.34 # 12.03 # 13.27 # 36.41 # 5.751# 3.140$ 25
26 2.840$ 2.232$ 2.589$ 5.838# 14.83 # 15.21 # 58.99 # 12.23 # 12.17 # 21.86 # 5.429$ 2.923$ 26
27 2.753$ 2.146$ 2.739$ 6.795# 15.42 # 18.88 # 97.06 # 13.16 # 11.41 # 16.44 # 5.251$ 2.799$ 27
28 2.974$ 2.189$ 2.772$ 8.386# 16.11 # 23.24 # 45.07 # 13.03 # 11.61 # 14.01 # 5.854$ 2.712$ 28
29 2.677$ 2.910$ 9.824# 18.31 # 17.50 # 26.88 # 44.87 # 13.12 # 12.77 # 6.491# 2.601$ 29
30 2.740$ 3.753$ 9.124# 16.78 # 14.99 # 21.34 # 87.48 # 12.93 # 11.99 # 7.161# 2.474$ 30
31 2.772$ 4.000$ 13.70 # 19.42 # 42.32 # 11.84 # 2.364$ 31
Mean 2.783$ 3.167$ 2.680$ 4.696$ 12.24 # 17.71 # 50.76 $ 18.08 # 17.18 # 25.52 # 7.729$ 4.069$
Median 2.740$ 2.903$ 2.553$ 4.125$ 9.804# 13.46 # 27.28 $ 13.65 # 14.31 # 11.37 # 7.459$ 3.850$
Maximum 3.879$ 5.835$ 4.000$ 9.824$ 26.39 # 54.30 # 226.3 $ 87.48 # 59.45 # 177.7 # 11.47 $ 6.848$
Minimum 2.242$ 2.146$ 2.187$ 2.901$ 7.777# 9.464# 13.58 $ 11.74 # 9.642# 6.616# 5.251$ 2.364$
Total 86.26 $ 88.68 $ 83.07 $ 140.9 $ 379.3 # 531.3 #1574 $ 560.3 # 515.4 # 791.0 # 231.9 $ 126.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.99 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.268$ # ... Relative Uncertainty +/-15%
Annual Total 5108 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 226.3 $ 2.146$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.399$ 1.515$ 3.127$ 2.702$ 6.512# 10.62 # 11.53 # 130.8 # 146.8 # 8.537# 27.45 # 3.715$ 1
2 2.319$ 1.457$ 2.732$ 2.900$ 6.480# 10.26 # 11.48 # 44.24 # 105.7 # 7.844# 15.39 # 3.380$ 2
3 2.324$ 1.429$ 2.656$ 2.832$ 6.469# 12.91 # 12.16 # 26.65 # 47.08 # 7.224# 10.87 # 3.235$ 3
4 2.229$ 1.402$ 2.439$ 2.833$ 11.26 # 17.93 # 12.63 # 23.71 # 28.33 # 6.824# 8.903# 3.115$ 4
5 2.171$ 1.356$ 2.271$ 2.817$ 18.16 # 18.36 # 12.24 # 22.61 # 22.00 # 6.940# 7.742# 3.574$ 5
6 2.234$ 1.511$ 2.158$ 2.982$ 19.42 # 14.31 # 11.62 # 19.69 # 19.32 # 8.355# 7.099# 31.70 # 6
7 2.344$ 1.810$ 2.156$ 2.975$ 15.13 # 12.66 # 11.60 # 17.91 # 17.38 # 9.341# 7.234# 35.16 # 7
8 2.400$ 1.826$ 2.098$ 2.964$ 12.24 # 11.75 # 33.23 # 22.35 # 15.61 # 9.047# 7.552# 19.22 # 8
9 2.412$ 1.768$ 2.078$ 3.219$ 10.68 # 11.12 # 37.57 # 113.8 # 14.19 # 8.018# 7.505# 11.81 # 9
10 2.866$ 1.696$ 2.252$ 45.32 $ 9.769# 10.40 # 24.07 # 84.65 # 13.42 # 7.420# 7.423# 8.646# 10
11 2.813$ 1.643$ 2.036$ 62.67 # 9.347# 10.04 # 19.72 # 60.74 # 14.91 # 6.998# 7.034# 6.959# 11
12 2.467$ 1.556$ 2.035$ 37.04 " 9.507# 9.925# 17.09 # 46.02 # 20.78 # 6.793# 6.602# 5.948# 12
13 2.269$ 1.691$ 2.067$ 32.42 # 9.631# 13.71 # 15.03 # 29.95 # 71.30 # 6.548# 5.975# 5.314$ 13
14 2.260$ 1.669$ 2.183$ 23.95 # 9.190# 16.52 # 13.92 # 23.73 # 70.06 # 6.301# 5.429$ 4.943$ 14
15 2.427$ 1.448$ 3.954$ 21.63 # 8.307# 14.29 # 13.58 # 19.89 # 43.59 # 6.521# 5.841$ 4.643$ 15
16 2.436$ 1.484$ 3.435$ 17.86 # 7.333# 14.22 # 13.04 # 17.47 # 29.12 # 7.078# 5.684$ 4.367$ 16
17 2.277$ 1.674$ 3.172$ 12.73 # 6.836# 13.89 # 12.48 # 16.21 # 20.63 # 6.870# 5.211$ 4.083$ 17
18 2.165$ 1.697$ 3.474$ 10.53 # 18.13 # 12.91 # 11.78 # 18.53 # 16.92 # 6.553# 4.431$ 3.882$ 18
19 2.075$ 1.712$ 3.704$ 9.789# 31.50 # 14.25 # 11.67 # 20.38 # 15.89 # 9.209# 3.885$ 3.741$ 19
20 2.018$ 1.690$ 3.142$ 9.123# 23.55 # 16.80 # 12.99 # 51.30 # 15.66 # 9.948# 3.890$ 3.597$ 20
21 1.872$ 1.684$ 2.820$ 8.170# 17.30 # 18.24 # 20.20 # 73.90 # 14.90 # 8.544# 3.857$ 3.369$ 21
22 1.761$ 1.709$ 3.540$ 7.378# 13.67 # 32.67 # 20.32 # 123.0 # 13.79 # 7.281# 3.857$ 3.076$ 22
23 1.866$ 1.632$ 3.620$ 7.061# 11.93 # 35.42 # 74.54 # 113.0 # 12.85 # 6.471# 3.732$ 2.867$ 23
24 1.889$ 1.574$ 3.870$ 7.022# 10.99 # 22.74 # 56.89 # 56.05 # 11.74 # 6.282# 3.580$ 2.550$ 24
25 1.889$ 1.653$ 3.866$ 7.105# 10.31 # 17.07 # 42.24 # 32.45 # 10.70 # 7.235# 3.768$ 2.186$ 25
26 1.884$ 1.863$ 3.736$ 7.138# 9.902# 14.95 # 38.60 " 24.08 # 10.19 # 7.897# 3.800$ 2.079$ 26
27 1.739$ 4.766$ 3.374$ 7.011# 9.909# 13.85 # 25.84 # 19.94 # 9.874# 8.245# 4.061$ 2.031$ 27
28 1.707$ 3.979$ 3.102$ 6.580# 13.46 # 12.92 # 19.46 # 17.65 # 9.519# 8.898# 4.296$ 1.992$ 28
29 1.763$ 2.896$ 6.217# 13.58 # 12.28 # 17.14 # 16.81 # 9.246# 9.732# 4.241$ 1.938$ 29
30 1.832$ 2.851$ 6.396# 12.60 # 11.71 # 18.26 # 19.63 # 8.889# 9.168# 3.930$ 2.074$ 30
31 1.585$ 2.682$ 11.46 # 162.4 # 23.90 # 30.93 # 2.263$ 31
Mean 2.151$ 1.818$ 2.888$ 12.65 $ 12.41 # 15.29 # 26.30 # 42.94 # 28.68 # 8.486# 6.676$ 6.369$
Median 2.229$ 1.672$ 2.851$ 7.083$ 10.99 # 13.87 # 17.09 # 23.90 # 15.78 # 7.420# 5.557$ 3.597$
Maximum 2.866$ 4.766$ 3.954$ 62.67 $ 31.50 # 35.42 # 162.4 # 130.8 # 146.8 # 30.93 # 27.45 $ 35.16 $
Minimum 1.585$ 1.356$ 2.035$ 2.702$ 6.469# 9.925# 11.48 # 16.21 # 8.889# 6.282# 3.580$ 1.938$
Total 66.69 $ 50.89 $ 89.53 $ 379.4 $ 384.6 # 458.7 # 815.2 #1331 # 860.3 # 263.1 # 200.3 $ 197.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.96 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.897$ # ... Relative Uncertainty +/-15%
Annual Total 5097 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 162.4 $ 1.356$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.187$ 4.986$ 3.208$ 5.334$ 29.05 # 16.92 # 42.12 # 148.0 # 132.2 # 65.85 # 12.95 # 5.304$ 1
2 2.110$ 4.938$ 2.928$ 4.881$ 18.19 # 15.17 # 28.55 # 76.70 # 95.98 # 169.4 # 12.25 # 5.161$ 2
3 2.152$ 4.954$ 2.686$ 4.544$ 14.15 # 14.22 # 126.3 $ 46.50 # 96.74 # 239.9 $ 11.50 # 5.222$ 3
4 2.378$ 4.322$ 2.775$ 4.334$ 12.48 # 18.07 # 159.8 # 40.64 " 77.45 # 136.7 # 10.79 # 5.202$ 4
5 2.202$ 3.837$ 2.786$ 4.277$ 11.56 # 24.20 # 76.85 # 45.92 " 63.07 # 89.64 # 10.50 # 5.103$ 5
6 2.141$ 3.472$ 3.035$ 4.052$ 10.85 # 22.08 # 44.60 # 38.45 " 54.57 # 71.71 # 10.02 # 5.120$ 6
7 2.066$ 3.265$ 3.298$ 4.024$ 12.59 # 26.92 # 32.86 # 33.63 " 51.55 # 68.83 # 9.956# 4.921$ 7
8 1.871$ 2.923$ 3.099$ 3.988$ 18.25 # 81.19 # 29.11 # 47.95 # 98.37 # 61.56 # 9.859# 4.865$ 8
9 1.836$ 2.534$ 2.983$ 3.959$ 19.36 # 58.76 # 27.77 # 198.0 $ 77.59 # 57.13 # 9.777# 4.750$ 9
10 1.829$ 2.160$ 2.623$ 3.908$ 15.09 # 59.37 # 276.1 $ 235.5 $ 59.50 # 51.77 # 10.86 # 4.659$ 10
11 1.786$ 2.181$ 2.407$ 9.274$ 12.53 # 55.57 # 255.7 $ 108.5 # 63.02 # 45.11 # 28.74 # 4.476$ 11
12 1.769$ 2.139$ 2.359$ 55.58 # 11.16 # 30.79 # 112.4 # 85.18 # 54.93 # 38.00 " 23.31 # 5.149$ 12
13 1.795$ 1.967$ 2.392$ 51.37 # 10.36 # 22.20 # 61.86 # 63.63 # 43.05 " 31.70 # 15.88 # 6.428# 13
14 1.750$ 1.943$ 2.764$ 22.95 # 9.958# 112.8 # 39.63 # 47.34 # 36.32 " 25.94 # 12.60 # 7.262# 14
15 1.625$ 1.935$ 2.771$ 13.91 # 9.687# 161.9 # 34.63 " 41.02 " 32.99 " 23.15 # 10.18 # 6.894# 15
16 1.591$ 1.914$ 3.665$ 10.92 # 9.419# 99.95 # 39.05 " 45.35 " 50.10 # 24.67 # 8.686# 6.076# 16
17 1.578$ 1.830$ 4.243$ 9.744# 8.990# 61.03 # 65.38 # 59.62 # 47.22 # 24.86 # 8.554# 5.534$ 17
18 2.832$ 1.823$ 4.837$ 9.212# 8.701# 37.96 " 62.26 # 98.42 # 36.67 " 23.69 # 8.534# 5.237$ 18
19 6.693$ 1.879$ 4.176$ 9.348# 8.642# 28.83 # 47.33 # 77.71 # 42.99 " 21.35 # 8.175# 4.995$ 19
20 10.91 # 2.074$ 3.607$ 8.901# 8.755# 40.07 # 35.06 " 55.46 # 48.06 # 23.35 # 7.802# 4.900$ 20
21 32.28 # 1.989$ 3.235$ 8.550# 43.83 # 82.03 # 52.16 # 47.04 # 37.10 " 26.75 # 7.441# 4.789$ 21
22 23.84 # 2.217$ 2.997$ 7.943# 195.9 # 65.05 # 139.6 # 121.0 # 30.54 # 22.07 # 7.187# 4.733$ 22
23 12.14 # 3.448$ 3.326$ 7.355# 113.0 # 121.5 # 102.9 # 108.7 # 51.55 # 18.52 # 6.914# 4.638$ 23
24 7.975# 5.690$ 5.477$ 6.763# 52.84 # 83.36 # 74.05 # 62.40 # 80.14 # 16.29 # 6.658# 4.432$ 24
25 6.245# 5.524$ 5.908$ 7.461# 47.50 # 77.32 # 55.71 # 46.64 # 90.95 # 15.34 # 6.466# 4.025$ 25
26 6.641# 5.778$ 5.897# 9.061# 35.02 # 80.89 # 45.87 # 38.14 " 71.92 # 14.53 # 6.206# 3.749$ 26
27 8.553# 4.879$ 12.34 # 13.08 # 24.39 # 45.93 # 36.97 " 43.80 # 89.55 # 13.52 # 5.760# 7.174$ 27
28 7.766# 4.010$ 10.98 # 19.95 # 21.40 # 29.90 # 31.99 # 302.6 & 260.7 $ 12.69 # 5.622$ 16.60 # 28
29 6.278# 3.518$ 9.092# 32.82 # 26.93 # 39.79 # 28.52 # 376.1 & 175.1 $ 12.13 # 5.524$ 16.00 # 29
30 5.129$ 7.195# 44.17 # 25.02 # 79.13 # 26.63 # 267.7 $ 75.54 # 12.36 # 5.430$ 10.99 # 30
31 4.689$ 6.005# 20.12 # 74.78 # 146.1 # 12.99 # 8.951# 31
Mean 5.633$ 3.246$ 4.358$ 13.39 $ 27.93 # 56.43 # 73.12 $ 101.7 & 74.18 $ 47.47 $ 10.14 $ 6.237$
Median 2.202$ 2.923$ 3.235$ 8.726$ 15.09 # 50.75 # 47.33 $ 62.40 & 61.26 $ 24.86 $ 9.231$ 5.149$
Maximum 32.28 $ 5.778$ 12.34 $ 55.58 $ 195.9 # 161.9 # 276.1 $ 376.1 & 260.7 $ 239.9 $ 28.74 $ 16.60 $
Minimum 1.578$ 1.823$ 2.359$ 3.908$ 8.642# 14.22 # 26.63 $ 33.63 & 30.54 $ 12.13 $ 5.430$ 3.749$
Total 174.6 $ 94.13 $ 135.1 $ 401.7 $ 865.7 #1693 #2267 $3154 &2225 $1472 $ 304.1 $ 193.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.46 & " ... Relative Uncertainty +/-10%
Ann. Median 12.82 & # ... Relative Uncertainty +/-15%
Annual Total 12979 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 376.1 & 1.578&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 7.942# 2.992$ 3.524$ 6.436# 8.416# 9.846# 15.59 # 224.1 $ 28.94 # 148.3 # 11.94 # 7.826# 1
2 7.051# 3.077$ 3.414$ 6.359# 8.074# 9.402# 35.57 # 162.5 $ 51.08 # 109.1 # 12.75 # 7.396# 2
3 6.349# 3.019$ 3.367$ 6.067# 7.836# 9.530# 36.47 # 53.71 # 62.42 # 96.48 # 12.50 # 6.717# 3
4 5.537$ 3.004$ 3.168$ 5.952# 7.409# 10.75 # 54.30 # 42.07 " 52.05 # 77.56 # 11.94 # 6.754# 4
5 4.907$ 3.070$ 3.406$ 5.800# 7.410# 11.43 # 50.79 # 36.02 " 36.86 " 54.89 # 11.21 # 8.470# 5
6 4.062$ 3.015$ 3.633$ 6.032# 7.372# 10.49 # 112.9 # 32.00 # 29.74 # 44.80 # 10.40 # 9.395# 6
7 3.882$ 2.736$ 3.585$ 6.413# 7.284# 9.556# 71.65 # 27.61 # 25.76 # 47.05 # 9.548# 9.131# 7
8 4.129$ 2.693$ 3.534$ 6.220# 7.131# 9.078# 40.58 # 28.02 # 23.42 # 54.72 # 8.742# 8.484# 8
9 4.137$ 2.683$ 3.549$ 6.284# 7.215# 8.562# 28.59 # 110.3 $ 21.45 # 49.65 # 8.300# 7.570# 9
10 3.961$ 6.799$ 3.974$ 6.207# 7.172# 8.348# 23.33 # 393.8 & 20.04 # 38.08 " 7.678# 6.656# 10
11 3.813$ 16.19 # 3.843$ 5.951# 9.243# 8.341# 19.46 # 187.7 $ 19.39 # 33.82 " 7.458# 5.992# 11
12 3.744$ 18.52 # 3.638$ 5.585$ 10.75 # 8.233# 19.62 # 57.56 # 23.82 # 30.54 # 7.418# 5.678# 12
13 3.316$ 12.17 # 5.017$ 5.630# 10.22 # 8.188# 21.48 # 39.27 " 23.63 # 26.57 # 7.816# 5.625# 13
14 3.155$ 9.197# 5.619$ 5.631$ 9.268# 8.275# 21.13 # 71.72 # 19.61 # 22.79 # 8.059# 6.137# 14
15 3.261$ 7.726# 6.371# 5.769# 9.482# 8.843# 19.77 # 181.0 $ 17.40 # 19.79 # 7.739# 6.088# 15
16 3.259$ 6.724# 5.425$ 5.954# 10.42 # 9.082# 20.44 # 161.2 " 16.40 # 18.02 # 7.165# 5.728# 16
17 3.142$ 6.010# 4.965$ 6.396# 11.15 # 9.156# 21.21 # 142.4 # 15.49 # 16.79 # 7.131# 5.598# 17
18 2.970$ 5.467$ 4.690$ 7.538# 10.76 # 8.785# 21.53 # 72.57 # 14.90 # 16.23 # 7.555# 12.54 $ 18
19 2.980$ 5.029$ 4.938$ 8.558# 9.764# 8.685# 18.97 # 137.5 $ 14.76 # 15.31 # 7.672# 42.75 # 19
20 3.038$ 4.389$ 5.056$ 8.415# 10.72 # 12.99 # 16.91 # 408.0 & 14.87 # 14.35 # 7.492# 22.43 # 20
21 2.918$ 4.221$ 5.165$ 7.594# 10.86 # 21.58 # 16.35 # 258.6 & 17.61 # 13.57 # 6.994# 13.22 # 21
22 2.715$ 5.278$ 10.59 # 11.64 # 12.62 # 18.35 # 19.01 # 77.36 # 27.94 # 13.38 # 6.423# 9.830# 22
23 3.097$ 5.280$ 13.12 # 9.586# 13.05 # 17.51 # 20.53 # 51.94 # 94.21 # 13.60 # 6.143# 8.463# 23
24 2.723$ 5.315$ 13.00 # 12.22 # 13.90 # 21.62 # 20.80 # 39.04 " 92.14 # 13.84 # 6.026# 7.544# 24
25 2.728$ 4.796$ 10.60 # 14.31 # 12.61 # 16.89 # 21.08 # 34.12 " 633.5 & 13.43 # 5.898# 6.999# 25
26 2.753$ 4.270$ 9.353# 12.80 # 11.76 # 14.46 # 26.91 # 72.40 #1134 & 13.21 # 6.142# 6.483# 26
27 2.864$ 3.811$ 9.626# 10.88 # 15.47 # 19.54 # 36.73 " 99.63 # 487.0 & 18.04 # 6.456# 6.286# 27
28 2.871$ 3.583$ 9.726# 9.341# 14.44 # 19.24 # 30.91 # 59.86 # 299.2 $ 18.82 # 7.105# 5.864# 28
29 3.047$ 8.489# 8.714# 13.35 # 16.15 # 47.78 # 38.73 " 211.3 # 15.49 # 6.908# 5.649$ 29
30 3.018$ 7.328# 8.447# 11.55 # 14.11 # 75.17 # 31.93 " 185.1 # 13.35 # 6.924# 5.668# 30
31 2.949$ 6.750# 10.40 # 52.99 # 29.63 # 12.00 # 5.361$ 31
Mean 3.752$ 5.752$ 6.079$ 7.758$ 10.23 # 12.23 # 33.50 # 108.5 & 123.8 & 35.28 # 8.185# 8.978$
Median 3.155$ 4.592$ 5.017$ 6.405$ 10.40 # 9.701# 21.53 # 71.72 & 26.85 & 18.82 # 7.523# 6.754$
Maximum 7.942$ 18.52 $ 13.12 $ 14.31 $ 15.47 # 21.62 # 112.9 # 408.0 &1134 & 148.3 # 12.75 # 42.75 $
Minimum 2.715$ 2.683$ 3.168$ 5.585$ 7.131# 8.188# 15.59 # 27.61 & 14.76 & 12.00 # 5.898# 5.361$
Total 116.3 $ 161.1 $ 188.5 $ 232.7 $ 317.1 # 367.0 #1039 #3362 &3714 &1094 # 245.5 # 278.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 30.45 & " ... Relative Uncertainty +/-10%
Ann. Median 9.556& # ... Relative Uncertainty +/-15%
Annual Total 11115 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1134 & 2.683&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 5.015$ 3.689$ 4.349$ 4.206$ 4.862$ 8.521# 12.54 # 21.45 # 53.37 # 10.61 # 7.294# 6.424# 1
2 4.710$ 3.210$ 4.390$ 4.165$ 5.592$ 8.920# 11.83 # 93.52 # 47.16 # 10.94 # 6.934# 6.191# 2
3 4.470$ 2.895$ 4.285$ 4.047$ 7.478# 8.321# 14.49 # 97.17 # 35.38 # 12.42 # 7.264# 5.929# 3
4 4.310$ 2.838$ 3.813$ 4.064$ 8.311# 7.973# 15.08 # 168.5 # 26.97 # 15.45 # 8.142# 5.633# 4
5 4.154$ 2.747$ 3.618$ 4.023$ 7.120# 8.686# 27.69 # 164.4 # 61.97 # 22.46 # 8.045# 5.512$ 5
6 3.842$ 2.841$ 3.575$ 4.003$ 6.320# 10.53 # 40.43 # 76.18 # 71.08 # 26.01 # 8.458# 7.017# 6
7 3.755$ 2.987$ 3.335$ 4.025$ 6.196# 11.27 # 22.70 # 38.54 # 35.53 " 26.37 # 9.272# 8.590# 7
8 3.814$ 2.874$ 3.185$ 3.932$ 6.190# 10.57 # 15.95 # 26.62 # 30.01 # 21.74 # 8.632# 8.196# 8
9 3.869$ 2.819$ 3.215$ 4.074$ 6.305# 9.861# 13.39 # 107.0 $ 25.99 # 17.51 # 7.702# 6.924# 9
10 3.838$ 2.814$ 3.220$ 4.075$ 6.573# 10.68 # 12.08 # 301.9 $ 22.30 # 14.51 # 6.965# 5.933# 10
11 4.128$ 2.759$ 3.166$ 4.434$ 6.699# 16.75 # 11.28 # 91.86 # 23.66 # 13.01 # 7.025# 5.190$ 11
12 4.650$ 2.765$ 3.041$ 4.843$ 6.502# 17.77 # 10.79 # 40.29 # 26.15 # 12.04 # 7.275# 4.755$ 12
13 4.683$ 2.773$ 3.051$ 5.181$ 6.176# 14.02 # 10.68 # 27.60 # 22.54 # 11.93 # 7.216# 4.456$ 13
14 4.518$ 2.791$ 3.282$ 5.446$ 6.335# 12.42 # 10.87 # 27.17 # 25.10 # 11.82 # 7.064# 4.311$ 14
15 4.992$ 2.764$ 3.745$ 5.636$ 6.741# 11.74 # 18.77 # 32.32 # 23.77 # 11.38 # 6.693# 4.158$ 15
16 5.760$ 2.727$ 3.692$ 5.745# 7.074# 10.94 # 22.25 # 31.57 # 19.85 # 10.41 # 6.244# 4.460$ 16
17 9.316# 2.978$ 3.255$ 5.732# 6.853# 10.56 # 20.43 # 58.03 # 19.20 # 9.363# 5.931# 4.952$ 17
18 9.685# 3.179$ 3.219$ 5.041$ 6.855# 10.22 # 19.27 # 48.26 # 21.82 # 8.592# 5.641# 5.683$ 18
19 7.524# 3.398$ 3.225$ 4.706$ 6.915# 11.51 # 18.46 # 27.45 # 21.81 # 12.16 # 5.609# 5.452$ 19
20 6.124# 3.493$ 3.358$ 5.104$ 6.977# 12.16 # 17.31 # 21.59 # 19.70 # 12.85 # 5.667# 4.696$ 20
21 5.232$ 3.477$ 3.376$ 5.230$ 7.073# 11.36 # 38.50 # 37.63 # 16.68 # 11.85 # 6.132# 3.926$ 21
22 4.924$ 3.751$ 3.228$ 5.296$ 6.900# 11.36 # 67.04 # 88.02 # 14.77 # 10.85 # 6.416# 3.509$ 22
23 4.578$ 4.084$ 3.333$ 6.142$ 6.652# 11.94 # 38.35 " 52.90 # 14.01 # 10.22 # 8.215# 3.473$ 23
24 4.303$ 4.216$ 3.882$ 6.702# 6.613# 11.58 # 29.85 # 33.62 # 13.48 # 9.527# 9.936# 3.301$ 24
25 3.987$ 4.140$ 4.640$ 6.566# 6.288# 10.52 # 24.53 # 25.59 # 12.89 # 8.803# 9.786# 3.217$ 25
26 3.600$ 4.270$ 5.029$ 6.345# 6.772# 9.740# 23.02 # 21.57 # 12.05 # 8.428# 11.60 # 3.059$ 26
27 3.457$ 4.298$ 5.468$ 5.857# 8.044# 9.861# 21.15 # 19.75 # 11.75 # 8.167# 11.47 # 2.883$ 27
28 3.438$ 4.285$ 5.363$ 5.854# 13.15 # 10.98 # 28.39 # 21.90 # 11.29 # 7.971# 9.328# 2.925$ 28
29 3.213$ 4.992$ 5.756# 11.40 # 14.25 # 28.52 # 33.12 # 10.81 # 7.695# 7.766# 2.872$ 29
30 3.038$ 4.668$ 5.302$ 8.815# 14.11 # 22.35 # 164.7 # 10.52 # 7.486# 7.019# 2.783$ 30
31 3.153$ 4.374$ 7.900# 20.70 # 121.6 # 7.379# 2.757$ 31
Mean 4.712$ 3.281$ 3.818$ 5.051$ 7.151$ 11.30 # 22.21 # 68.44 $ 25.39 # 12.58 # 7.691# 4.812$
Median 4.310$ 2.983$ 3.575$ 5.143$ 6.772$ 10.96 # 20.43 # 38.54 $ 22.06 # 11.38 # 7.269# 4.696$
Maximum 9.685$ 4.298$ 5.468$ 6.702$ 13.15 $ 17.77 # 67.04 # 301.9 $ 71.08 # 26.37 # 11.60 # 8.590$
Minimum 3.038$ 2.727$ 3.041$ 3.932$ 4.862$ 7.973# 10.68 # 19.75 $ 10.52 # 7.379# 5.609# 2.757$
Total 146.1 $ 91.86 $ 118.4 $ 151.5 $ 221.7 $ 339.1 # 688.7 #2122 $ 761.6 # 390.0 # 230.7 # 149.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.82 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.120$ # ... Relative Uncertainty +/-15%
Annual Total 5411 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 301.9 $ 2.727$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.624$ 2.756$ 1.939$ 3.387$ 6.187# 6.184# 11.59 # 11.61 # 22.75 # 10.87 # 8.149# 3.921$ 1
2 2.544$ 2.728$ 2.084$ 3.260$ 6.397# 6.215# 10.76 # 11.05 # 21.86 # 10.37 # 43.71 # 4.091$ 2
3 2.312$ 2.554$ 2.156$ 3.259$ 6.285# 6.166# 10.03 # 10.62 # 21.80 # 9.361# 29.61 # 3.977$ 3
4 2.218$ 2.610$ 2.175$ 3.567$ 5.991# 6.077# 9.773# 10.47 # 34.54 # 9.058# 16.78 # 3.720$ 4
5 2.256$ 2.649$ 2.282$ 3.760$ 5.593# 5.971# 33.93 # 29.03 # 34.05 " 15.24 # 11.45 # 3.655$ 5
6 2.245$ 2.611$ 2.248$ 4.133$ 5.859# 5.539$ 108.1 # 45.37 # 27.11 # 17.34 # 8.999# 3.417$ 6
7 2.242$ 2.538$ 3.091$ 4.475$ 6.280# 5.428$ 99.81 # 45.23 # 21.14 # 15.21 # 7.865# 3.182$ 7
8 2.329$ 2.563$ 4.759$ 4.359$ 7.301# 7.024# 38.07 # 41.02 " 18.67 # 12.21 # 7.114# 3.216$ 8
9 2.344$ 2.567$ 4.215$ 4.203$ 7.295# 13.28 # 22.37 # 53.76 # 16.72 # 10.58 # 6.528# 3.033$ 9
10 2.457$ 2.464$ 3.908$ 4.264$ 6.871# 12.57 # 17.65 # 43.28 # 15.05 # 9.803# 6.062# 2.922$ 10
11 2.382$ 2.454$ 3.515$ 4.238$ 6.296# 12.39 # 15.43 # 31.73 # 13.81 # 9.178# 5.590$ 2.919$ 11
12 2.297$ 2.438$ 3.120$ 4.128$ 5.855# 25.89 # 14.35 # 23.23 # 12.92 # 9.175# 5.224$ 2.822$ 12
13 2.432$ 2.576$ 2.891$ 4.096$ 5.728$ 22.19 # 14.72 # 18.70 # 12.38 # 9.255# 5.043$ 2.752$ 13
14 2.511$ 2.606$ 2.735$ 4.395$ 5.805# 14.48 # 15.45 # 56.21 # 11.99 # 9.842# 5.012$ 2.781$ 14
15 2.474$ 2.455$ 2.568$ 4.448$ 5.829# 12.36 # 13.75 # 58.52 # 11.85 # 11.16 # 4.901$ 2.788$ 15
16 2.532$ 2.113$ 2.567$ 4.331$ 8.116# 12.26 # 12.39 # 39.04 # 11.70 # 12.76 # 4.683$ 2.752$ 16
17 2.236$ 2.223$ 2.813$ 4.476$ 12.38 # 12.95 # 11.61 # 174.7 # 11.53 # 11.70 # 4.494$ 2.804$ 17
18 2.130$ 2.272$ 3.263$ 4.815$ 12.44 # 11.82 # 11.29 # 124.1 # 11.00 # 10.34 # 4.395$ 2.919$ 18
19 2.045$ 2.184$ 3.227$ 15.44 $ 9.908# 10.76 # 12.18 # 48.18 # 18.43 # 9.104# 4.395$ 2.725$ 19
20 2.044$ 2.183$ 3.356$ 24.41 # 8.644# 9.809# 53.59 # 28.95 # 22.18 # 8.422# 4.661$ 2.648$ 20
21 2.111$ 2.117$ 3.701$ 18.62 # 7.757# 9.208# 51.20 # 19.78 # 22.07 # 7.608# 5.086$ 2.839$ 21
22 2.253$ 2.169$ 5.009$ 11.73 # 7.315# 8.799# 31.52 # 16.48 # 19.68 # 7.038# 5.239$ 2.709$ 22
23 2.875$ 2.181$ 5.885$ 8.357# 7.019# 10.59 # 27.75 # 72.43 # 16.97 # 6.802# 5.924# 2.700$ 23
24 3.257$ 2.214$ 5.544$ 7.037# 6.909# 11.54 # 21.13 # 102.1 # 14.48 # 7.321# 5.824# 2.724$ 24
25 3.274$ 2.093$ 4.984$ 6.375# 6.994# 11.05 # 19.44 # 49.76 # 12.73 # 7.452# 5.433$ 2.652$ 25
26 3.076$ 2.099$ 4.508$ 5.941# 7.039# 10.03 # 18.30 # 26.71 # 11.82 # 7.692# 4.983$ 2.608$ 26
27 2.828$ 2.218$ 4.191$ 5.722$ 7.032# 9.448# 16.53 # 19.91 # 12.31 # 7.354# 4.661$ 2.556$ 27
28 2.696$ 2.014$ 3.908$ 5.629# 6.932# 13.30 # 14.97 # 17.21 # 13.15 # 6.898# 4.591$ 2.511$ 28
29 2.622$ 3.728$ 5.467$ 6.794# 14.57 # 14.00 # 16.41 # 12.47 # 6.377# 4.271$ 2.509$ 29
30 2.809$ 3.525$ 5.762# 6.625# 13.66 # 13.08 # 36.37 # 11.51 # 6.076# 4.067$ 2.387$ 30
31 2.870$ 3.414$ 6.440# 12.31 # 31.50 # 5.862# 2.614$ 31
Mean 2.494$ 2.380$ 3.462$ 6.470$ 7.159$ 11.05 $ 25.07 # 42.37 # 17.29 # 9.595# 8.158$ 2.963$
Median 2.432$ 2.446$ 3.356$ 4.461$ 6.871$ 10.90 $ 15.43 # 31.73 # 14.76 # 9.178# 5.232$ 2.788$
Maximum 3.274$ 2.756$ 5.885$ 24.41 $ 12.44 $ 25.89 $ 108.1 # 174.7 # 34.54 # 17.34 # 43.71 $ 4.091$
Minimum 2.044$ 2.014$ 1.939$ 3.259$ 5.593$ 5.428$ 9.773# 10.47 # 11.00 # 5.862# 4.067$ 2.387$
Total 77.32 $ 66.65 $ 107.3 $ 194.1 $ 221.9 $ 331.6 $ 777.0 #1313 # 518.7 # 297.5 # 244.8 $ 91.85 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.62 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.280$ # ... Relative Uncertainty +/-15%
Annual Total 4242 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 174.7 $ 1.939$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 2.564$ 1.844$ 1.814$ 3.108$ 2.542$ 22.71 # 28.19 # 17.41 # 24.17 # 14.08 # 5.936$ 8.640# 1
2 2.609$ 2.314$ 1.991$ 2.634$ 2.553$ 16.37 # 23.57 # 25.29 # 46.49 # 13.30 # 7.703# 8.607# 2
3 3.273$ 2.357$ 1.801$ 2.410$ 2.518$ 12.69 # 19.69 # 346.8 & 38.36 # 14.85 # 17.75 # 7.668# 3
4 3.647$ 2.183$ 1.734$ 2.261$ 2.652$ 10.54 # 15.93 #1543 & 25.82 # 18.69 # 18.09 # 6.618# 4
5 2.789$ 2.005$ 1.731$ 2.209$ 3.518$ 9.360# 13.75 # 487.7 & 20.57 # 33.28 # 13.16 # 5.877# 5
6 2.490$ 2.076$ 1.842$ 2.234$ 13.60 $ 8.787# 12.59 # 182.1 $ 61.11 # 23.21 # 10.01 # 5.332$ 6
7 2.403$ 1.990$ 1.792$ 2.253$ 21.70 # 8.540# 13.23 # 68.76 # 148.0 # 16.79 # 8.508# 4.986$ 7
8 2.361$ 1.935$ 1.650$ 2.198$ 24.42 # 8.047# 15.80 # 43.97 # 71.60 # 14.29 # 7.679# 4.670$ 8
9 2.295$ 1.918$ 1.592$ 2.110$ 19.48 # 7.687# 19.00 # 29.66 # 34.67 # 13.21 # 9.123# 4.512$ 9
10 2.206$ 1.878$ 1.577$ 2.528$ 12.14 # 7.404# 21.30 # 24.75 # 25.15 # 12.46 # 28.67 # 4.918$ 10
11 2.156$ 1.744$ 1.624$ 3.063$ 8.480# 7.331# 18.71 # 74.54 # 22.00 # 11.87 # 41.75 " 5.293$ 11
12 2.229$ 1.792$ 1.756$ 2.649$ 7.265# 20.21 # 15.19 # 218.3 $ 20.07 # 11.24 # 26.99 # 5.085$ 12
13 2.313$ 2.585$ 2.025$ 2.452$ 6.628# 54.87 # 13.48 # 251.8 $ 17.47 # 10.65 # 17.60 # 4.694$ 13
14 2.306$ 2.995$ 2.650$ 2.340$ 6.189# 26.08 # 26.92 # 98.01 # 16.15 # 10.25 # 14.02 # 5.478$ 14
15 2.228$ 2.327$ 4.342$ 2.501$ 5.743# 16.23 # 41.23 " 52.78 # 15.28 # 10.27 # 12.61 # 5.881# 15
16 2.279& 1.838$ 4.119$ 2.903$ 5.556$ 12.51 # 29.15 # 46.88 # 14.69 # 10.13 # 11.64 # 6.008# 16
17 2.561& 2.188$ 2.994$ 2.675$ 5.452$ 10.57 # 37.42 # 113.4 # 14.59 # 9.686# 10.53 # 5.529$ 17
18 2.921& 2.008$ 2.719$ 2.545$ 5.631$ 10.87 # 67.69 # 138.9 # 14.25 # 9.083# 9.466# 5.033$ 18
19 2.721& 1.889$ 2.960$ 2.842$ 5.745# 16.62 # 47.74 # 122.2 # 13.68 # 8.680# 8.723# 4.688$ 19
20 2.498& 1.808$ 2.770$ 3.414$ 5.934# 16.81 # 32.24 # 57.96 # 203.0 $ 8.417# 8.023# 4.365$ 20
21 2.490& 1.707$ 2.725$ 2.884$ 6.201# 13.61 # 21.63 # 38.14 " 309.3 $ 8.199# 7.382# 4.090$ 21
22 2.457& 1.686$ 2.597$ 2.745$ 6.143# 11.52 # 17.01 # 30.02 # 160.2 $ 8.179# 6.848# 3.722$ 22
23 2.288& 1.770$ 2.345$ 2.784$ 5.849# 13.07 # 24.41 # 25.42 # 57.79 # 8.024# 6.348# 3.551$ 23
24 1.841$ 1.863$ 2.158$ 2.709$ 5.574$ 14.25 # 25.61 # 23.32 # 32.95 # 7.755# 5.873# 3.443$ 24
25 1.826$ 2.135$ 1.985$ 2.715$ 7.212# 13.30 # 22.74 # 22.10 # 23.71 # 7.445# 5.340$ 3.342$ 25
26 1.619$ 2.150$ 1.953$ 2.794$ 15.26 # 11.55 # 21.99 # 20.33 # 19.52 # 6.983# 4.983$ 3.391$ 26
27 1.563$ 1.916$ 2.034$ 2.718$ 19.27 # 11.73 # 22.81 # 18.67 # 19.00 # 6.442# 4.889$ 3.142$ 27
28 1.427$ 2.031$ 2.156$ 2.758$ 14.67 # 12.29 # 50.94 # 17.46 # 17.88 # 6.093# 6.524$ 2.962$ 28
29 1.328$ 1.909$ 2.226$ 2.720$ 14.64 # 27.60 # 40.24 # 19.92 # 16.60 # 5.835# 7.323# 2.848$ 29
30 1.328$ 2.329$ 2.607$ 31.08 # 44.74 # 23.57 # 21.82 # 15.18 # 5.767# 8.140# 2.907$ 30
31 1.642$ 2.528$ 29.02 # 18.30 # 20.41 # 5.484$ 3.841$ 31
Mean 2.279& 2.029$ 2.275$ 2.625$ 10.41 $ 15.93 # 25.87 # 135.5 & 50.64 $ 11.31 $ 11.72 $ 4.875$
Median 2.306& 1.935$ 2.034$ 2.662$ 6.201$ 12.60 # 22.74 # 43.97 & 22.85 $ 10.13 $ 8.615$ 4.694$
Maximum 3.647& 2.995$ 4.342$ 3.414$ 31.08 $ 54.87 # 67.69 #1543 & 309.3 $ 33.28 $ 41.75 $ 8.640$
Minimum 1.328& 1.686$ 1.577$ 2.110$ 2.518$ 7.331# 12.59 # 17.41 & 13.68 $ 5.484$ 4.889$ 2.848$
Total 70.66 & 58.84 $ 70.52 $ 78.76 $ 322.7 $ 477.9 # 802.1 #4201 &1519 $ 350.7 $ 351.6 $ 151.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 23.10 & " ... Relative Uncertainty +/-10%
Ann. Median 7.327& # ... Relative Uncertainty +/-15%
Annual Total 8455 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1543 & 1.328&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 4.679$ 2.704$ 2.597$ 2.522$ 23.50 # 273.4 & 82.72 # 355.4 & 50.14 # 82.57 # 21.87 # 10.47 # 1
2 4.307$ 2.559$ 2.724$ 3.567$ 14.67 # 97.37 # 82.51 # 329.8 $ 86.77 # 93.24 # 18.62 # 9.992# 2
3 4.157$ 2.499$ 2.964$ 3.069$ 178.9 $ 62.90 # 65.84 # 209.3 $ 132.0 # 100.4 # 16.63 # 9.629# 3
4 3.771$ 2.423$ 3.375$ 3.086$ 130.2 # 44.82 # 57.15 # 155.2 # 94.60 # 87.91 # 15.57 # 9.108# 4
5 3.451$ 2.347$ 3.760$ 3.508$ 48.60 # 32.49 # 54.98 # 135.8 # 67.84 # 75.53 # 15.19 # 8.552# 5
6 2.992$ 2.452$ 3.853$ 3.525$ 49.77 # 26.52 # 50.86 # 111.3 # 56.17 # 71.91 # 15.43 # 8.295# 6
7 2.671$ 4.482$ 4.000$ 3.323$ 54.96 # 23.31 # 177.5 & 91.06 # 49.27 # 61.02 # 15.13 # 7.921# 7
8 2.586$ 15.14 # 4.366$ 6.877$ 39.48 # 20.86 # 236.2 $ 75.97 # 41.30 " 57.97 # 14.86 # 7.422# 8
9 2.499$ 17.18 # 4.689$ 8.424# 25.04 # 19.48 # 186.2 $ 68.82 # 240.8 $ 59.31 # 14.54 # 7.214# 9
10 2.502$ 10.79 # 4.929$ 7.963# 19.34 # 22.00 # 294.3 & 133.8 $ 306.7 $ 47.67 # 13.63 # 6.822# 10
11 2.676$ 6.880# 5.495$ 7.232# 16.40 # 28.07 # 344.3 & 262.0 $ 200.1 $ 87.95 # 13.06 # 6.701# 11
12 2.684$ 5.291$ 4.832$ 50.85 # 17.50 # 25.00 # 205.0 $ 212.6 $ 124.2 # 188.4 # 12.47 # 7.484# 12
13 2.575$ 4.582$ 4.518$ 58.96 # 18.12 # 23.09 # 149.6 # 138.1 # 100.8 # 120.2 # 11.92 # 7.442# 13
14 2.483$ 3.438$ 4.390$ 26.86 # 17.34 # 100.9 # 136.2 # 103.9 # 85.33 # 71.02 # 11.37 # 7.123# 14
15 2.464$ 2.832$ 3.933$ 16.59 # 15.70 # 293.9 $ 319.0 & 85.41 # 72.59 # 51.80 # 10.96 # 6.900# 15
16 2.463$ 2.526$ 3.638$ 12.48 # 14.62 # 362.4 & 379.8 $ 73.59 # 65.51 # 42.40 " 10.85 # 6.767# 16
17 2.351$ 2.262$ 3.261$ 9.984# 14.77 # 288.1 $ 305.4 $ 64.34 # 90.47 # 37.14 " 11.13 # 6.629# 17
18 2.262$ 2.141$ 2.952$ 8.603# 14.71 # 146.7 # 179.7 # 56.94 # 113.9 # 32.49 # 11.30 # 6.814# 18
19 2.246$ 2.301$ 2.778$ 7.729# 14.30 # 72.57 # 137.5 # 61.75 # 109.9 # 29.49 # 11.68 # 7.316# 19
20 2.508$ 1.925$ 2.611$ 7.877# 13.83 # 117.6 & 132.4 # 70.43 # 83.61 # 44.04 # 10.89 # 7.291# 20
21 3.296$ 1.849$ 2.451$ 7.460# 13.61 #1896 & 222.7 $ 61.05 # 61.67 # 47.51 # 10.20 # 6.996# 21
22 3.103$ 1.981$ 2.380$ 7.610# 13.55 # 730.8 & 239.7 $ 66.31 # 50.03 # 35.44 " 44.83 # 6.814# 22
23 2.937$ 2.596$ 2.290$ 7.378# 17.88 # 394.3 & 237.8 $ 58.49 # 44.12 " 27.81 # 36.33 # 6.595# 23
24 2.586$ 2.761$ 2.514$ 7.064# 92.00 # 297.1 $ 234.0 $ 48.49 # 42.70 " 23.59 # 20.23 # 6.278# 24
25 2.394$ 2.814$ 2.547$ 6.762# 99.66 # 206.0 $ 160.4 # 42.14 " 38.15 " 22.81 # 14.79 # 5.941# 25
26 2.684$ 2.954$ 2.499$ 6.437# 46.44 # 151.9 # 112.4 # 57.22 # 34.78 " 32.69 # 13.37 # 5.582$ 26
27 2.805$ 3.086$ 2.462$ 6.326# 25.29 # 117.2 # 184.9 $ 114.2 # 102.5 # 33.93 " 12.21 # 5.265$ 27
28 3.153$ 2.804$ 2.440$ 6.108# 18.45 # 93.16 # 193.6 # 78.82 # 212.5 $ 40.79 " 11.16 # 5.032$ 28
29 3.318$ 2.475$ 6.845# 51.38 $ 83.14 # 129.0 # 58.43 # 172.9 # 41.58 " 10.47 # 4.856$ 29
30 3.958$ 2.370$ 21.87 # 484.9 & 85.36 # 115.7 # 58.89 # 106.9 # 30.82 # 10.73 # 4.755$ 30
31 3.017$ 2.377$ 665.9 & 178.1 # 56.03 # 24.83 # 4.715$ 31
Mean 2.954$ 4.200$ 3.305$ 11.23 $ 73.25 & 204.5 & 180.2 & 112.8 & 101.3 $ 58.20 # 15.38 # 7.055$
Median 2.684$ 2.732$ 2.952$ 7.305$ 19.34 & 95.26 & 178.1 & 75.97 & 86.05 $ 47.51 # 13.21 # 6.900$
Maximum 4.679$ 17.18 $ 5.495$ 58.96 $ 665.9 &1896 & 379.8 & 355.4 & 306.7 $ 188.4 # 44.83 # 10.47 $
Minimum 2.246$ 1.849$ 2.290$ 2.522$ 13.55 & 19.48 & 50.86 & 42.14 & 34.78 $ 22.81 # 10.20 # 4.715$
Total 91.58 $ 117.6 $ 102.5 $ 336.9 $2271 &6136 &5585 &3496 &3038 $1804 # 461.4 # 218.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 64.82 & " ... Relative Uncertainty +/-10%
Ann. Median 17.34 & # ... Relative Uncertainty +/-15%
Annual Total 23659 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1896 & 1.849&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 5.033$ 4.148$ 5.490$ 8.406# 12.71 # 18.03 # 18.06 # 71.10 # 26.39 # 15.08 # 81.45 # 10.08 # 1
2 5.015$ 4.055$ 5.254$ 7.875# 11.17 # 16.02 # 17.19 # 101.2 # 25.53 # 19.95 # 48.53 # 9.572# 2
3 4.924$ 3.978$ 5.069$ 12.14 # 10.80 # 15.85 # 16.54 # 146.8 # 24.74 # 25.01 # 41.15 " 9.041# 3
4 5.133$ 3.958$ 5.308$ 24.46 # 10.76 # 16.24 # 16.06 # 230.0 $ 23.10 # 19.99 # 31.67 # 9.056# 4
5 5.040$ 3.946$ 5.036$ 18.94 # 10.73 # 16.31 # 15.73 # 175.7 $ 37.46 # 17.59 # 23.92 # 9.260# 5
6 4.732$ 3.934$ 4.869$ 11.79 # 10.20 # 22.06 # 15.71 # 84.43 # 35.56 " 22.26 # 20.20 # 9.827# 6
7 4.562$ 3.899$ 4.632$ 9.175# 9.483# 22.86 # 15.71 # 59.18 # 28.66 # 30.24 # 18.66 # 9.648# 7
8 4.474$ 3.937$ 4.793$ 8.076# 9.094# 18.45 # 15.95 # 53.78 # 25.40 # 27.93 # 17.56 # 8.998# 8
9 4.406$ 3.994$ 4.653$ 9.853# 9.006# 16.83 # 15.98 # 124.8 $ 23.56 # 21.32 # 16.89 # 8.356# 9
10 4.369$ 3.978$ 4.475$ 10.63 # 8.893# 24.01 # 22.53 # 271.5 $ 21.30 # 18.60 # 16.32 # 7.698# 10
11 4.322$ 4.156$ 4.345$ 14.66 # 8.916# 30.08 # 27.01 # 157.0 # 22.75 # 20.17 # 20.53 # 7.444# 11
12 4.233$ 4.080$ 4.310$ 13.94 # 12.79 # 24.18 # 23.56 # 80.51 # 19.08 # 23.27 # 29.76 # 7.094# 12
13 4.215$ 3.978$ 4.623$ 11.53 # 37.76 # 64.11 # 19.85 # 52.01 # 20.77 # 22.39 # 61.08 # 6.976# 13
14 4.171$ 3.962$ 5.385$ 10.19 # 50.90 # 126.2 # 18.10 # 48.92 # 34.56 # 19.58 # 57.61 # 6.821# 14
15 4.105$ 3.972$ 5.217$ 9.315# 43.47 " 56.31 # 17.46 # 41.08 " 60.58 # 24.00 # 31.63 # 6.784# 15
16 4.049$ 4.077$ 4.932$ 8.842# 41.27 " 29.73 # 16.83 # 38.70 " 43.84 # 21.67 # 22.70 # 6.653# 16
17 4.021$ 4.027$ 4.771$ 10.02 # 26.44 # 23.03 # 16.29 # 52.23 # 28.77 # 20.61 # 18.36 # 6.526# 17
18 4.007$ 3.981$ 4.954$ 10.60 # 18.51 # 31.75 # 21.87 # 66.98 # 23.67 # 18.65 # 18.24 # 6.426# 18
19 3.918$ 3.980$ 4.770$ 10.29 # 15.85 # 87.11 # 24.49 # 48.55 # 34.96 # 16.42 # 37.65 # 6.331# 19
20 3.807$ 3.986$ 5.483$ 10.44 # 14.23 # 112.2 # 21.63 # 34.97 " 41.30 " 14.66 # 38.38 " 6.393# 20
21 3.740$ 3.990$ 7.516# 11.55 # 14.23 # 69.18 # 27.05 # 30.03 # 29.19 # 13.97 # 27.03 # 6.158# 21
22 3.746$ 4.053$ 7.685# 11.61 # 14.30 # 43.86 # 35.39 " 29.64 # 24.34 # 14.04 # 20.04 # 5.960# 22
23 3.748$ 4.050$ 7.235# 10.78 # 20.34 # 30.82 # 34.53 # 28.31 # 22.38 # 14.91 # 17.05 # 5.706# 23
24 3.740$ 4.021$ 6.713# 9.961# 19.87 # 27.44 # 98.37 # 26.06 # 22.21 # 156.1 $ 15.72 # 5.555$ 24
25 3.733$ 4.398$ 6.341# 9.570# 16.15 # 24.99 # 88.20 # 24.00 # 23.77 # 185.8 # 15.17 # 5.668# 25
26 3.931$ 4.812$ 6.531# 9.794# 15.23 # 22.10 # 43.98 # 22.53 # 21.94 # 88.84 # 14.26 # 6.442# 26
27 4.613$ 5.496$ 9.553# 10.51 # 15.52 # 20.21 # 37.75 " 24.13 # 20.30 # 44.04 # 13.59 # 6.560# 27
28 5.155$ 5.784# 9.334# 19.30 # 15.09 # 19.95 # 30.34 # 82.02 # 19.16 # 29.54 # 12.99 # 6.166# 28
29 4.773$ 8.481# 22.24 # 23.08 # 19.59 # 25.23 # 74.14 # 17.64 # 23.49 # 12.18 # 5.859# 29
30 4.335$ 8.394# 16.71 # 22.68 # 18.83 # 72.27 # 42.32 # 16.11 # 125.9 # 11.30 # 6.188# 30
31 4.239$ 8.244# 20.53 # 139.9 # 30.70 # 157.2 # 5.944# 31
Mean 4.332$ 4.165$ 5.948$ 12.11 # 18.39 # 35.61 # 32.57 # 75.92 $ 27.30 # 41.07 $ 27.05 # 7.264$
Median 4.239$ 3.992$ 5.254$ 10.55 # 15.09 # 23.52 # 21.87 # 52.23 $ 24.05 # 21.67 $ 20.12 # 6.653$
Maximum 5.155$ 5.784$ 9.553$ 24.46 # 50.90 # 126.2 # 139.9 # 271.5 $ 60.58 # 185.8 $ 81.45 # 10.08 $
Minimum 3.733$ 3.899$ 4.310$ 7.875# 8.893# 15.85 # 15.71 # 22.53 $ 16.11 # 13.97 $ 11.30 # 5.555$
Total 134.3 $ 116.6 $ 184.4 $ 363.2 # 570.0 #1068 #1010 #2353 $ 819.0 #1273 $ 811.6 # 225.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.46 $ " ... Relative Uncertainty +/-10%
Ann. Median 15.98 $ # ... Relative Uncertainty +/-15%
Annual Total 8929 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 271.5 $ 3.733$
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 602014 King River - Billa Boya Reserve 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 5.695# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 5.524$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 5.119$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 4.884$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 4.738$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 4.598$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 4.517$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 4.441$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 4.316$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 4.235$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 4.090$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 3.775$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 4.221$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 3.003$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 2.631$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 2.616$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 2.613$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 2.654$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 2.737$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 2.671$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 2.598$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 2.631$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 2.875$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 2.793$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 2.813$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 2.630$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 2.555$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 3.629$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 3.003$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 5.695$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 2.555$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 97.97 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 4 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 3.629$ # ... Relative Uncertainty +/-15%
Ann. Median 3.003$ $ ... Relative Uncertainty +/-20%
Annual Total 97.97 $ [ ... Not Available
Missing Days 338
Maximum Minimum
Daily 5.695$ 2.555$