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Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1974
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] 0.000 0.000 0.000 245.1 & 13.07 $ 4.419" 1.120$ 0.202$ 1
2 [ ] [ ] [ ] [ ] 0.000 0.000 0.000 264.5 & 11.70 $ 3.764" 0.925$ 0.135$ 2
3 [ ] [ ] [ ] [ ] 0.000 0.000 7.980$ 184.8 & 10.60 $ 3.022$ 0.779$ 0.075$ 3
4 [ ] [ ] [ ] [ ] 0.000 0.000 33.14 " 143.9 $ 9.434$ 2.451$ 0.659$ 0.039$ 4
5 [ ] [ ] [ ] [ ] 0.000 0.000 29.07 " 175.9 & 8.143" 2.124$ 0.525$ 0.022$ 5
6 [ ] [ ] [ ] [ ] 0.000 0.000 16.26 " 149.4 $ 6.892" 1.859$ 0.414$ 0.012$ 6
7 [ ] [ ] [ ] [ ] 0.000 0.000 11.11 " 89.39 $ 6.065" 1.573$ 0.314$ 0.006$ 7
8 [ ] [ ] [ ] [ ] 0.000 0.000 8.181" 49.75 $ 5.257" 1.501$ 0.217$ 0.001$ 8
9 [ ] [ ] [ ] [ ] 0.000 0.000 6.432" 33.59 $ 4.622" 1.440$ 0.167$ 0.000$ 9
10 [ ] [ ] [ ] [ ] 0.000 0.000 5.289" 25.95 $ 4.030" 1.345$ 0.132$ 0.000 10
11 [ ] [ ] [ ] [ ] 0.000 0.000 4.927" 22.10 $ 3.618" 1.237$ 0.086$ 0.000 11
12 [ ] [ ] [ ] [ ] 0.000 0.000 4.666" 19.75 $ 3.580" 1.040$ 0.061$ 0.000 12
13 [ ] [ ] [ ] [ ] 0.000 0.000 4.892" 27.76 $ 3.782" 0.894$ 0.052$ 0.000 13
14 [ ] [ ] [ ] [ ] 0.000 0.000 5.986" 117.4 $ 4.153" 0.801$ 0.050$ 0.000 14
15 [ ] [ ] [ ] [ ] 0.000 0.000 8.159" 136.2 $ 3.820" 0.747$ 0.047$ 0.000 15
16 [ ] [ ] [ ] [ ] 0.000 0.000 11.44 " 83.85 $ 3.372" 0.679$ 0.051$ 0.000 16
17 [ ] [ ] [ ] [ ] 0.000 0.000 48.94 " 46.24 $ 3.723$ 0.617$ 0.077$ 0.000 17
18 [ ] [ ] [ ] [ ] 0.000 0.000 112.0 " 39.21 $ 6.451" 0.517$ 0.206$ 0.000 18
19 [ ] [ ] [ ] 0.000 0.000 0.000 105.7 " 44.56 $ 9.208" 0.364$ 4.472$ 0.000 19
20 [ ] [ ] [ ] 0.000 0.000 0.000 76.42 " 39.80 $ 7.953" 0.416$ 8.245" 0.000 20
21 [ ] [ ] [ ] 0.000 0.000 0.000 52.18 " 28.95 $ 5.495" 0.898$ 5.591" 0.000 21
22 [ ] [ ] [ ] 0.000 0.000 0.000 69.32 " 33.14 $ 4.133" 1.731$ 3.444$ 0.000 22
23 [ ] [ ] [ ] 0.000 0.000 0.000 116.5 " 89.85 ! 3.381" 5.014$ 2.243$ 0.000 23
24 [ ] [ ] [ ] 0.000 0.000 0.000 80.11 " 75.88 ! 2.905$ 9.826" 1.595$ 0.000 24
25 [ ] [ ] [ ] 0.000 0.000 0.000 161.3 " 38.30 ! 2.649$ 7.047" 1.200$ 0.000 25
26 [ ] [ ] [ ] 0.000 0.000 0.000 159.4 " 24.02 ! 2.357$ 5.114" 1.030$ 0.000 26
27 [ ] [ ] [ ] 0.000 0.000 0.000 89.75 " 21.84 ! 2.131$ 3.623" 0.778$ 0.000 27
28 [ ] [ ] [ ] 0.000 0.000 0.000 58.93 " 22.55 ! 1.988$ 2.637$ 0.539$ 0.000 28
29 [ ] [ ] 0.000 0.000 0.000 63.66 $ 20.59 ! 1.977$ 2.050$ 0.359$ 0.000 29
30 [ ] [ ] 0.000 0.000 0.000 398.3 & 17.26 $ 5.483$ 1.752$ 0.273$ 0.000 30
31 [ ] [ ] 0.000 312.6 & 14.93 $ 1.426$ 0.000 31
Mean [ ] [ ] [ ] 0.000 0.000 0.000 66.53 & 75.05 ! 5.399$ 2.320$ 1.188$ 0.016$
Median [ ] [ ] [ ] 0.000 0.000 0.000 33.14 & 39.80 ! 4.143$ 1.573$ 0.470$ 0.000$
Maximum [ ] [ ] [ ] 0.000 0.000 0.000 398.3 & 264.5 ! 13.07 $ 9.826$ 8.245$ 0.202$
Minimum [ ] [ ] [ ] 0.000 0.000 0.000 0.000& 14.93 ! 1.977$ 0.364$ 0.047$ 0.000$
Total [ ] [ ] [ ] 0.000 0.000 0.000 2063 &2327 ! 162.0 $ 71.93 $ 35.65 $ 0.493$
Missing Days 31 28 31 18 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.13 ! ! ... Not reviewed / Quality not known
Ann. Median 0.679! " ... Relative Uncertainty +/-10%
Annual Total 4659 ! $ ... Relative Uncertainty +/-20%
Missing Days 108 & ... Relative Uncertainty +/-30%
[ ... Not Available
Maximum Minimum
Daily 398.3 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1975
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 6.281" 253.2 " 46.37 " 27.02 " 10.91 " 0.081$ 1
2 0.000 0.000 0.000 0.000 0.000 0.000 5.445" 177.5 ! 41.97 " 20.18 " 8.071" 0.008$ 2
3 0.000 0.000 0.000 0.000 0.000 0.000 5.011" 150.6 " 34.05 " 15.55 " 6.286" 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 4.389" 152.6 " 27.52 " 13.19 " 5.442" 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 3.881" 125.4 ! 22.84 " 11.53 " 4.701" 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 4.329" 89.06 " 18.91 " 12.70 " 4.041" 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 19.87 " 62.30 " 15.91 " 27.50 " 3.364$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 34.31 " 48.55 " 14.10 " 43.86 " 2.717$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 23.60 " 51.62 " 15.83 " 32.01 " 2.244$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 15.57 # 60.59 " 16.81 " 31.19 " 1.869$ 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 22.04 " 78.30 " 15.44 " 32.11 " 1.529$ 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 60.27 " 60.33 " 13.67 " 22.87 " 1.340$ 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 195.1 " 42.14 " 12.18 " 18.49 " 1.194$ 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 149.4 " 32.25 " 10.88 " 15.98 " 0.973$ 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 84.08 " 29.19 " 10.11 " 13.98 " 0.792$ 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000$ 50.29 " 37.53 " 10.01 " 12.62 " 0.814$ 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.021$ 44.57 " 46.86 " 14.06 " 14.32 # 2.794$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.096$ 89.56 " 63.56 " 22.97 " 71.26 # 5.651" 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.275$ 144.9 " 91.20 " 23.38 " 114.3 # 5.362" 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.592$ 117.8 " 107.3 " 27.30 " 70.36 # 4.627" 0.000 20
21 0.000 0.000 0.000 0.000 0.000 1.355$ 117.6 " 113.7 " 34.98 " 120.9 # 3.497$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 1.729$ 87.44 " 82.10 " 66.91 " 88.40 " 2.524$ 0.000 22
23 0.000 0.000 0.000 0.000 0.000 2.827$ 79.86 " 65.61 " 78.76 " 46.19 # 1.917$ 0.000 23
24 0.000 0.000 0.000 0.000 0.000 2.601$ 62.27 " 84.83 # 51.19 " 30.72 # 1.270$ 0.000 24
25 0.000 0.000 0.000 0.000 0.000 4.693$ 46.63 " 239.9 # 31.78 " 25.47 # 0.793$ 0.000 25
26 0.000 0.000 0.000 0.000 0.000 5.693" 36.02 " 221.4 " 32.15 " 21.80 # 0.494$ 0.000 26
27 0.000 0.000 0.000 0.000 0.000 5.012" 38.44 # 145.1 " 109.5 " 21.46 # 0.351$ 0.000 27
28 0.000 0.000 0.000 0.000 0.000 5.758" 204.5 " 95.50 " 106.6 " 20.08 # 0.251$ 0.000 28
29 0.000 0.000 0.000 0.000 4.975" 259.6 " 67.70 " 60.48 " 17.27 # 0.187$ 0.000 29
30 0.000 0.000 0.000 0.000 5.552" 588.1 " 53.33 " 38.30 " 15.56 # 0.116$ 0.000 30
31 0.000 0.000 0.000 442.8 " 46.41 " 14.31 " 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 1.373$ 98.19 # 95.99 ! 34.16 " 33.65 # 2.871$ 0.003$
Median 0.000 0.000 0.000 0.000 0.000 0.000$ 50.29 # 78.30 ! 25.34 " 21.80 # 2.081$ 0.000$
Maximum 0.000 0.000 0.000 0.000 0.000 5.758$ 588.1 # 253.2 ! 109.5 " 120.9 # 10.91 $ 0.081$
Minimum 0.000 0.000 0.000 0.000 0.000 0.000$ 3.881# 29.19 ! 10.01 " 11.53 # 0.116$ 0.000$
Total 0.000 0.000 0.000 0.000 0.000 41.18 $3044 #2976 !1025 "1043 # 86.13 $ 0.089$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.51 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 8215 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 588.1 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1976
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 124.7 " 14.75 " 42.95 " 29.36 " 33.37 " 8.457" 8.513" 1
2 0.000 0.000 0.000 0.000 0.000 91.38 " 21.22 " 36.14 " 29.56 " 47.58 " 7.201" 5.080" 2
3 0.000 0.000 0.000 0.000 0.000 45.04 " 39.52 " 28.95 " 41.85 " 51.26 " 6.432" 3.403$ 3
4 0.000 0.000 0.000 0.000 0.000 28.25 " 43.13 " 25.68 " 75.30 " 95.79 " 5.627" 2.449$ 4
5 0.000 0.000 0.000 0.000 0.000 19.37 " 38.51 " 26.85 " 64.50 " 96.34 " 4.923" 1.790$ 5
6 0.000 0.000 0.000 0.000 0.000 14.08 " 35.73 " 28.04 " 79.37 " 52.43 " 4.346" 1.232$ 6
7 0.000 0.000 0.000 0.000 0.000 10.81 " 26.29 " 40.19 " 53.85 " 31.93 " 4.477" 0.929$ 7
8 0.000 0.000 0.000 0.000 0.000 8.505" 18.85 " 113.2 " 55.03 " 22.11 " 4.210" 0.696$ 8
9 0.000 0.000 0.000 0.000 0.000 6.840" 14.84 " 133.1 " 54.49 " 15.95 " 4.254" 0.500$ 9
10 0.000 0.000 0.000 0.000 0.000 5.737" 13.03 " 96.09 " 38.84 " 12.80 " 7.596" 0.384$ 10
11 0.000 0.000 0.000 0.000 0.000 4.791" 13.13 " 59.26 " 27.52 " 12.18 " 10.99 " 0.300$ 11
12 0.000 0.000 0.000 0.000 0.000 4.010" 11.90 " 39.07 " 20.94 " 12.14 " 19.28 " 0.220$ 12
13 0.000 0.000 0.000 0.000 0.000 3.436" 9.986" 30.82 " 16.32 " 11.51 " 53.24 " 0.147$ 13
14 0.000 0.000 0.000 0.000 0.000 3.034$ 7.972" 28.54 " 13.31 " 10.22 " 72.46 " 0.096$ 14
15 0.000 0.000 0.000 0.000 0.000 2.682$ 6.313" 42.64 " 11.10 " 7.951" 56.19 " 0.058$ 15
16 0.000 0.000 0.000 0.000 0.000 2.393$ 5.193" 81.23 " 10.94 " 6.357" 35.27 " 0.036$ 16
17 0.000 0.000 0.000 0.000 0.000 2.162$ 4.329" 81.88 " 11.39 " 5.986" 22.59 " 0.024$ 17
18 0.000 0.000 0.000 0.000 0.000 1.973$ 3.716" 50.56 " 14.04 " 12.34 " 14.91 " 0.016$ 18
19 0.000 0.000 0.000 0.000 0.000 1.848$ 3.268$ 42.36 " 23.85 " 192.9 " 10.30 " 0.010$ 19
20 0.000 0.000 0.000 0.000 0.000 1.654$ 2.852$ 59.80 " 27.85 " 309.8 " 7.346" 0.007$ 20
21 0.000 0.000 0.000 0.000 2.948$ 1.881$ 2.614$ 87.32 " 21.37 " 151.7 " 5.619" 0.004$ 21
22 0.000 0.000 0.000 0.000 3.956" 14.30 " 2.701$ 119.5 " 14.42 " 74.42 " 4.212" 0.002$ 22
23 0.000 0.000 0.000 0.000 5.164" 100.9 " 3.075$ 87.90 " 10.74 " 45.22 " 3.307$ 0.000$ 23
24 0.000 0.000 0.000 0.000 3.796" 133.3 " 14.59 " 53.82 " 8.203" 38.23 " 2.671$ 0.000$ 24
25 0.000 0.000 0.000 0.000 2.684$ 104.1 " 49.53 " 38.28 " 6.602" 52.08 " 2.187$ 0.000 25
26 0.000 0.000 0.000 0.000 1.920$ 62.99 " 60.31 " 28.64 " 7.031" 42.92 " 1.757$ 0.000 26
27 0.000 0.000 0.000 0.000 1.572$ 38.14 " 125.6 " 23.38 " 8.399" 30.66 " 1.556$ 0.000 27
28 0.000 0.000 0.000 0.000 1.287$ 26.43 " 129.3 " 21.58 " 8.421" 21.05 " 8.562$ 0.000 28
29 0.000 0.000 0.000 0.000 12.23 $ 20.26 " 100.9 " 21.34 " 8.088" 15.71 " 19.48 " 0.000 29
30 0.000 0.000 0.000 37.98 " 16.38 " 74.37 " 19.40 " 8.388" 12.35 " 13.76 " 0.000 30
31 0.000 0.000 48.83 " 59.76 " 21.48 " 10.08 " 0.000 31
Mean 0.000 0.000 0.000 0.000 3.947$ 30.04 $ 30.88 $ 51.94 " 26.70 " 49.53 " 14.11 $ 0.835$
Median 0.000 0.000 0.000 0.000 0.000$ 12.44 $ 14.75 $ 40.19 " 18.63 " 30.66 " 7.273$ 0.036$
Maximum 0.000 0.000 0.000 0.000 48.83 $ 133.3 $ 129.3 $ 133.1 " 79.37 " 309.8 " 72.46 $ 8.513$
Minimum 0.000 0.000 0.000 0.000 0.000$ 1.654$ 2.614$ 19.40 " 6.602" 5.986" 1.556$ 0.000$
Total 0.000 0.000 0.000 0.000 122.4 $ 901.3 $ 957.3 $1610 " 801.1 "1535 " 423.2 $ 25.90 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.42 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.677$ $ ... Relative Uncertainty +/-20%
Annual Total 6377 $
Maximum Minimum
Daily 309.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1977
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 8.917" 19.65 " 22.37 " 24.24 " 72.42 " 531.8 " 2.505$ 1
2 0.000 0.000 0.000 0.000 0.000 6.714" 32.61 " 43.76 " 21.02 " 112.1 " 239.4 " 1.929$ 2
3 0.000 0.000 0.000 0.000 0.000 5.141" 45.50 " 100.1 " 18.79 " 114.1 " 128.8 " 1.471$ 3
4 0.000 0.000 0.000 0.000 0.000 4.264" 35.31 " 104.2 " 17.97 " 92.50 " 77.85 " 1.121$ 4
5 0.000 0.000 0.000 0.000 0.000 5.197" 24.84 " 90.84 " 17.29 " 61.93 " 51.53 " 0.877$ 5
6 0.000 0.000 0.000 0.000 0.000 11.16 " 19.71 " 92.19 " 17.24 " 41.03 " 40.72 " 0.657$ 6
7 0.000 0.000 0.000 0.000 0.000 10.72 " 19.85 " 136.2 " 23.02 " 28.52 " 32.19 " 0.432$ 7
8 0.000 0.000 0.000 0.000 0.000 10.17 " 17.57 " 629.3 $ 46.89 " 32.29 " 25.35 " 0.284$ 8
9 0.000 0.000 0.000 0.000 0.000 7.320" 15.99 " 286.8 " 51.69 " 46.58 " 20.69 " 0.191$ 9
10 0.000 0.000 0.000 0.000 0.000 5.526" 15.05 " 246.2 " 42.63 " 38.40 " 16.87 " 0.123$ 10
11 0.000 0.000 0.000 0.000 0.000 4.580" 15.45 " 889.2 $ 45.16 " 35.60 " 14.39 " 0.083$ 11
12 0.000 0.000 0.000 0.000 0.000 3.928" 12.72 " 760.1 # 38.08 " 415.5 # 12.48 " 0.047$ 12
13 0.000 0.000 0.000 0.000 0.000 3.511" 10.21 " 366.5 " 30.00 " 662.2 # 10.59 " 0.024$ 13
14 0.000 0.000 0.000 0.000 0.000 6.645" 8.641" 216.9 " 24.14 " 327.7 " 8.256" 0.013$ 14
15 0.000 0.000 0.000 0.000 0.000 78.15 " 7.706" 143.4 " 19.46 " 165.3 " 6.797" 0.005$ 15
16 0.000 0.000 0.000 0.000 0.000 112.9 " 7.126" 100.2 " 15.70 " 98.41 " 5.846" 0.001$ 16
17 0.000 0.000 0.000 0.000 0.000 131.2 " 10.99 " 73.09 " 13.62 " 62.59 " 5.196" 0.000$ 17
18 0.000 0.000 0.000 0.000 0.000 178.6 " 39.56 " 59.18 " 12.33 " 43.95 " 4.722" 0.000$ 18
19 0.000 0.000 0.000 0.000 0.000 117.3 " 68.20 " 65.72 " 10.85 " 33.66 " 4.105" 0.000 19
20 0.000 0.000 0.000 0.000 0.000 71.05 " 75.71 " 177.6 " 9.168" 27.15 " 3.490" 0.000 20
21 0.000 0.000 0.000 0.000 0.000 44.53 " 246.8 " 205.3 " 10.11 " 22.33 " 2.927$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 34.80 " 195.4 " 132.1 " 18.95 " 17.61 " 2.420$ 0.000 22
23 0.000 0.000 0.000 0.000 0.000 31.27 " 173.1 " 83.98 " 23.39 " 14.49 " 2.013$ 0.001$ 23
24 0.000 0.000 0.000 0.000 0.000 30.77 " 144.2 " 58.18 " 27.57 " 12.06 " 3.655$ 0.005$ 24
25 0.000 0.000 0.000 0.000 0.000 24.81 " 93.61 " 45.90 " 36.86 " 9.867" 7.439" 0.004$ 25
26 0.000 0.000 0.000 0.000 12.04 $ 21.54 " 64.58 " 43.88 " 31.74 " 8.055" 7.656" 0.001$ 26
27 0.000 0.000 0.000 0.000 39.19 " 25.03 " 46.41 " 41.89 " 23.28 " 15.73 " 7.852" 0.000$ 27
28 0.000 0.000 0.000 0.000 30.27 " 27.83 " 34.42 " 37.02 " 32.49 " 76.48 " 6.419" 0.000 28
29 0.000 0.000 0.000 21.41 " 22.00 " 26.85 " 33.80 " 46.54 " 127.3 " 4.736" 0.000 29
30 0.000 0.000 0.000 15.84 " 18.15 " 23.86 " 31.44 " 43.18 " 159.8 " 3.350$ 0.000 30
31 0.000 0.000 11.98 " 21.31 " 27.43 " 720.5 # 0.000 31
Mean 0.000 0.000 0.000 0.000 4.217$ 35.45 " 50.74 " 172.4 $ 26.45 " 119.2 # 42.99 $ 0.315$
Median 0.000 0.000 0.000 0.000 0.000$ 19.84 " 24.84 " 92.19 $ 23.33 " 46.58 # 7.754$ 0.005$
Maximum 0.000 0.000 0.000 0.000 39.19 $ 178.6 " 246.8 " 889.2 $ 51.69 " 720.5 # 531.8 $ 2.505$
Minimum 0.000 0.000 0.000 0.000 0.000$ 3.511" 7.126" 22.37 $ 9.168" 8.055# 2.013$ 0.000$
Total 0.000 0.000 0.000 0.000 130.7 $1064 "1573 "5345 $ 793.4 "3696 #1290 $ 9.772$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.08 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.655$ # ... Relative Uncertainty +/-15%
Annual Total 13901 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 889.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1978
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.082$ 5.097"1623 & 274.5 " 58.86 " 913.4 & 3.866" 0.095$ 1
2 0.000 0.000 0.000 0.000 0.053$ 4.290" 884.0 $ 217.8 " 48.69 "1037 & 3.472" 0.112$ 2
3 0.000 0.000 0.000 0.000 0.043$ 6.330" 441.4 " 166.4 " 63.25 " 599.2 # 7.381" 0.106$ 3
4 0.000 0.000 0.000 0.000 0.030$ 5.517" 243.4 " 134.5 " 101.9 " 298.9 " 11.47 " 0.100$ 4
5 0.000 0.000 0.000 0.000 0.015$ 8.459" 163.0 " 248.1 " 124.7 " 187.6 " 9.852" 0.089$ 5
6 0.000 0.000 0.000 0.000 0.007$ 17.33 " 120.8 " 363.5 " 104.5 " 130.2 " 7.666" 0.086$ 6
7 0.000 0.000 0.000 0.000 0.002$ 40.28 " 97.93 " 289.9 " 79.13 " 97.04 " 7.761" 0.073$ 7
8 0.000 0.000 0.000 0.000 0.001$ 146.3 " 78.81 " 200.3 " 57.12 " 74.27 " 6.801" 0.043$ 8
9 0.000 0.000 0.000 0.000 0.000$ 107.6 " 66.40 " 146.9 " 49.35 " 58.53 " 5.273" 0.052$ 9
10 0.000 0.000 0.000 0.000 0.000$ 109.2 " 58.38 " 115.6 " 69.21 " 47.32 " 4.102" 0.046$ 10
11 0.000 0.000 0.000 0.000 0.000$ 92.17 " 50.51 " 105.8 " 147.3 " 41.11 " 3.284$ 0.028$ 11
12 0.000 0.000 0.000 0.000 0.000 69.87 " 49.33 " 112.5 " 523.7 " 37.61 " 2.611$ 0.014$ 12
13 0.000 0.000 0.000 0.000 0.000 52.43 " 48.84 " 107.9 " 392.0 " 32.77 " 2.148$ 0.007$ 13
14 0.000 0.000 0.000 0.000 0.000 36.09 " 55.16 " 96.36 " 221.8 " 28.51 " 1.828$ 0.005$ 14
15 0.000 0.000 0.000 0.000 0.000$ 28.40 " 82.23 " 78.84 " 140.6 " 25.47 " 1.538$ 0.051$ 15
16 0.000 0.000 0.000 0.000 0.005$ 33.33 " 180.5 " 64.96 " 117.5 " 22.50 " 1.270$ 0.060$ 16
17 0.000 0.000 0.000 0.000 0.023$ 41.01 " 190.4 " 54.28 " 112.9 " 19.36 " 1.065$ 0.031$ 17
18 0.000 0.000 0.000 0.000 0.203$ 33.19 " 221.7 " 45.66 " 110.6 " 17.10 " 0.833$ 0.017$ 18
19 0.000 0.000 0.000 0.000 0.647$ 24.90 " 189.4 " 39.97 " 119.1 " 15.24 " 0.672$ 0.009$ 19
20 0.000 0.000 0.000 0.000 0.646$ 21.36 " 837.9 & 35.65 " 549.3 " 13.13 " 0.541$ 0.004$ 20
21 0.000 0.000 0.000 0.277$ 0.997$ 22.59 "2728 & 32.40 " 734.5 # 11.59 " 0.409$ 0.001$ 21
22 0.000 0.000 0.000 7.255! 0.980$ 36.29 "2136 & 30.63 " 388.0 " 10.70 " 0.321$ 0.001$ 22
23 0.000 0.000 0.000 4.264! 1.251$ 99.20 "1538 & 31.02 " 218.6 " 9.609" 0.285$ 0.000$ 23
24 0.000 0.000 0.000 2.769! 1.570$ 124.0 " 797.4 $ 119.6 " 377.1 " 8.807" 0.303$ 0.000$ 24
25 0.000 0.000 0.000 1.767! 2.158$ 157.3 "1213 & 336.2 " 387.8 " 8.137" 0.251$ 0.000 25
26 0.000 0.000 0.000 1.054! 2.150$ 227.3 "1120 & 204.5 " 362.4 " 7.585" 0.198$ 0.000 26
27 0.000 0.000 0.000 0.569! 2.717$ 133.1 " 668.9 # 130.1 " 229.4 " 7.720" 0.166$ 0.000 27
28 0.000 0.000 0.000 0.266! 5.521" 78.96 " 458.1 " 85.92 " 158.9 " 6.761" 0.131$ 0.000 28
29 0.000 0.000 0.146$ 8.815"1173 & 322.8 " 85.36 " 113.4 " 5.899" 0.103$ 0.000 29
30 0.000 0.000 0.089$ 11.08 "2591 & 234.6 " 90.43 " 112.5 " 5.137" 0.098$ 0.000 30
31 0.000 0.000 7.644" 243.6 " 81.38 " 4.430" 0.000 31
Mean 0.000 0.000 0.000 0.615! 1.505$ 184.2 & 553.0 & 133.1 " 209.1 # 122.0 & 2.857$ 0.033$
Median 0.000 0.000 0.000 0.000! 0.053$ 40.65 & 234.6 & 107.9 " 121.9 # 22.50 & 1.404$ 0.014$
Maximum 0.000 0.000 0.000 7.255! 11.08 $2591 &2728 & 363.5 " 734.5 #1037 & 11.47 $ 0.112$
Minimum 0.000 0.000 0.000 0.000! 0.000$ 4.290& 48.84 & 30.63 " 48.69 # 4.430& 0.098$ 0.000$
Total 0.00 0.00 0.00 18.46! 46.64$ 5526 &17144 & 4127 " 6274 # 3783 & 85.70$ 1.03$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 101.4 ! ! ... Not reviewed / Quality not known
Ann. Median 1.065! " ... Relative Uncertainty +/-10%
Annual Total 37005 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 2728 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1979
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.038$ 40.43 " 37.39 " 24.71 " 60.63 " 5.222" 1.169$ 1
2 0.000 0.000 0.000 0.000 0.000 0.261$ 75.04 " 32.51 " 27.17 " 65.66 " 5.897" 0.922$ 2
3 0.000 0.000 0.000 0.000 0.000 1.399$ 55.19 " 27.68 " 30.71 " 105.1 " 6.235" 0.697$ 3
4 0.000 0.000 0.000 0.000 0.000 12.68 " 37.26 " 27.42 " 46.99 " 111.8 " 5.421" 0.464$ 4
5 0.000 0.000 0.000 0.000 0.000 28.22 " 26.30 " 58.90 " 59.77 " 71.94 " 4.491" 0.322$ 5
6 0.000 0.000 0.000 0.000 0.000 26.60 " 22.96 " 125.5 " 56.78 " 49.82 " 3.788" 0.252$ 6
7 0.000 0.000 0.000 0.000 0.000 19.68 " 55.19 " 218.5 " 54.15 " 38.19 " 4.285" 0.177$ 7
8 0.000 0.000 0.000 0.000 0.000 12.70 " 118.6 " 280.4 " 47.95 " 31.38 " 12.73 " 0.143$ 8
9 0.000 0.000 0.000 0.000 0.000 8.859" 75.96 " 196.1 " 47.74 " 29.38 " 39.60 " 0.110$ 9
10 0.000 0.000 0.000 0.000 0.000 7.024" 49.21 " 130.7 " 170.5 " 34.76 " 113.7 " 0.076$ 10
11 0.000 0.000 0.000 0.000 0.000 5.916" 41.15 " 94.08 " 243.6 " 82.67 " 130.5 " 0.075$ 11
12 0.000 0.000 0.000 0.000 0.000 5.076" 46.96 " 68.82 " 132.3 " 189.1 " 100.4 " 0.071$ 12
13 0.000 0.000 0.000 0.000 0.000 4.612" 71.95 " 51.85 " 79.36 " 148.2 " 66.13 " 0.064$ 13
14 0.000 0.000 0.000 0.000 0.000 4.200" 125.1 " 41.43 " 51.51 " 88.33 " 47.78 " 0.058$ 14
15 0.000 0.000 0.000 0.000 0.000 3.905" 131.7 " 34.06 " 38.15 " 58.56 " 44.03 " 0.053$ 15
16 0.000 0.000 0.000 0.000 0.000 4.042" 205.7 " 29.89 " 30.29 " 44.69 " 32.93 " 0.041$ 16
17 0.000 0.000 0.000 0.000 0.000 4.583" 117.6 " 29.91 " 25.14 " 32.98 " 22.89 " 0.035$ 17
18 0.000 0.000 0.000 0.000 0.000 7.325" 82.94 " 47.59 " 21.41 " 25.64 " 16.40 " 0.031$ 18
19 0.000 0.000 0.000 0.000 0.000 6.750" 54.65 " 127.9 " 18.08 " 21.11 " 12.65 " 0.024$ 19
20 0.000 0.000 0.000 0.000 0.000 6.160" 57.80 " 198.9 " 15.86 " 18.44 " 10.06 " 0.013$ 20
21 0.000 0.000 0.000 0.000 0.000 5.258" 194.4 " 134.6 " 21.60 " 34.14 " 8.080" 0.004$ 21
22 0.000 0.000 0.000 0.000 0.000 5.538" 207.3 " 83.23 " 457.0 " 48.58 " 6.609" 0.000$ 22
23 0.000 0.000 0.000 0.000 0.000 8.618" 158.6 " 53.71 " 421.4 " 37.69 " 5.779" 0.000 23
24 0.000 0.000 0.000 0.000 0.000 16.67 " 188.5 " 39.77 " 200.2 " 25.51 " 5.181" 0.000 24
25 0.000 0.000 0.000 0.000 0.000 17.74 " 138.7 " 38.99 " 121.8 " 17.90 " 4.449" 0.000 25
26 0.000 0.000 0.000 0.000 0.000 15.03 " 84.19 " 54.20 " 155.6 " 13.73 " 3.664" 0.000 26
27 0.000 0.000 0.000 0.000 0.000 13.19 " 53.92 " 58.06 " 328.4 " 10.99 " 2.975$ 0.000 27
28 0.000 0.000 0.000 0.000 0.000 12.80 " 41.24 " 44.43 " 261.6 " 8.864" 2.377$ 0.000 28
29 0.000 0.000 0.000 0.000 11.71 " 40.28 " 33.93 " 145.5 " 7.285" 1.960$ 0.000 29
30 0.000 0.000 0.000 0.000 17.33 " 51.02 " 27.68 " 90.89 " 6.101" 1.513$ 0.000 30
31 0.000 0.000 0.000 47.98 " 25.00 " 5.380" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 9.797$ 87.03 " 79.13 " 114.2 " 49.18 " 24.26 $ 0.155$
Median 0.000 0.000 0.000 0.000 0.000 7.174$ 57.80 " 51.85 " 55.47 " 34.76 " 6.422$ 0.041$
Maximum 0.000 0.000 0.000 0.000 0.000 28.22 $ 207.3 " 280.4 " 457.0 " 189.1 " 130.5 $ 1.169$
Minimum 0.000 0.000 0.000 0.000 0.000 0.038$ 22.96 " 25.00 " 15.86 " 5.380" 1.513$ 0.000$
Total 0.000 0.000 0.000 0.000 0.000 293.9 $2698 "2453 "3426 "1524 " 727.7 $ 4.802$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 30.49 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.922$ $ ... Relative Uncertainty +/-20%
Annual Total 11128 $
Maximum Minimum
Daily 457.0 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1980
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 3.621" 37.91 " 44.67 " 10.37 " 25.51 " 1.110$ 1
2 0.000 0.000 0.000 0.000 0.000 0.000 2.733$ 37.00 " 34.15 " 12.29 " 26.05 " 1.545$ 2
3 0.000 0.000 0.000 0.000 0.000 0.000 2.353$ 33.47 " 28.96 " 12.35 " 35.22 " 1.274$ 3
4 0.000 0.000 0.000 0.000 0.000 0.000 2.084$ 26.37 " 27.80 " 10.69 " 33.06 " 0.992$ 4
5 0.000 0.000 0.000 0.000 0.000 0.000 1.836$ 22.15 " 26.26 " 15.14 " 27.23 " 0.826$ 5
6 0.000 0.000 0.000 0.000 0.000 0.000 1.632$ 20.41 " 24.15 " 30.46 " 20.72 " 0.639$ 6
7 0.000 0.000 0.000 0.000 0.000 0.000 1.401$ 22.54 " 20.83 " 31.87 " 15.14 " 0.471$ 7
8 0.000 0.000 0.000 0.000 0.000 0.000 1.274$ 24.33 " 18.56 " 20.73 " 11.36 " 0.364$ 8
9 0.000 0.000 0.000 0.000 0.000 0.000 1.214$ 56.34 " 17.18 " 14.94 " 8.622" 0.253$ 9
10 0.000 0.000 0.000 0.000 0.000 0.000 1.841$ 398.0 " 15.81 " 12.01 " 6.751" 0.189$ 10
11 0.000 0.000 0.000 0.000 0.000 0.000 5.770$ 195.2 " 14.18 " 9.924" 5.526" 0.144$ 11
12 0.000 0.000 0.000 0.000 0.000 0.000$ 45.41 " 112.6 " 12.19 " 8.338" 4.562" 0.112$ 12
13 0.000 0.000 0.000 0.000 0.000 0.016$ 720.9 & 66.47 " 10.78 " 7.142" 3.783" 0.090$ 13
14 0.000 0.000 0.000 0.000 0.000 0.106$ 307.2 " 46.04 " 9.851" 6.093" 3.154$ 0.064$ 14
15 0.000 0.000 0.000 0.000 0.000 0.257$ 141.3 " 35.68 " 9.664" 6.020" 2.564$ 0.043$ 15
16 0.000 0.000 0.000 0.000 0.000 0.259$ 377.5 " 29.45 " 16.80 " 59.84 " 2.080$ 0.027$ 16
17 0.000 0.000 0.000 0.000 0.000 0.723$ 246.0 " 25.48 " 44.01 " 348.8 " 1.840$ 0.019$ 17
18 0.000 0.000 0.000 0.000 0.000 0.715$ 142.8 " 112.8 " 63.70 " 200.7 " 1.692$ 0.015$ 18
19 0.000 0.000 0.000 0.000 0.000 0.502$ 89.20 " 623.7 # 43.76 " 120.8 " 1.549$ 0.014$ 19
20 0.000 0.000 0.000 0.000 0.000 0.373$ 59.26 " 320.7 " 29.77 " 72.26 " 1.345$ 0.018$ 20
21 0.000 0.000 0.000 0.000 0.000 0.350$ 43.79 " 173.2 " 21.96 " 62.07 " 1.158$ 0.012$ 21
22 0.000 0.000 0.000 0.000 0.000 0.413$ 34.29 " 121.7 " 18.02 " 148.5 " 0.991$ 0.008$ 22
23 0.000 0.000 0.000 0.000 0.000 0.492$ 29.32 " 107.3 " 19.95 " 186.0 " 0.861$ 0.006$ 23
24 0.000 0.000 0.000 0.000 0.000 0.742$ 63.66 " 85.05 " 19.98 " 121.8 " 0.751$ 0.002$ 24
25 0.000 0.000 0.000 0.000 0.000 0.879$ 117.4 " 61.66 " 18.49 " 75.67 " 0.668$ 0.000$ 25
26 0.000 0.000 0.000 0.000 0.000 1.493$ 102.5 " 49.96 " 13.69 " 77.29 " 1.002$ 0.000$ 26
27 0.000 0.000 0.000 0.000 0.000 1.367$ 90.23 " 44.63 " 10.86 " 151.3 " 1.491$ 0.000 27
28 0.000 0.000 0.000 0.000 0.000 1.356$ 93.58 " 38.87 " 9.341" 138.1 " 1.613$ 0.000 28
29 0.000 0.000 0.000 0.000 0.000 1.275$ 81.51 " 32.82 " 9.634" 87.41 " 1.260$ 0.000 29
30 0.000 0.000 0.000 0.000 2.218$ 55.70 " 34.18 " 10.37 " 51.39 " 1.100$ 0.000 30
31 0.000 0.000 0.000 42.65 " 42.14 " 34.45 " 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.451$ 93.87 & 98.01 # 22.18 " 69.19 " 8.289$ 0.266$
Median 0.000 0.000 0.000 0.000 0.000 0.258$ 45.41 & 44.63 # 18.53 " 34.45 " 2.322$ 0.027$
Maximum 0.000 0.000 0.000 0.000 0.000 2.218$ 720.9 & 623.7 # 63.70 " 348.8 " 35.22 $ 1.545$
Minimum 0.000 0.000 0.000 0.000 0.000 0.000$ 1.214& 20.41 # 9.341" 6.020" 0.668$ 0.000$
Total 0.000 0.000 0.000 0.000 0.000 13.54 $2910 &3038 # 665.4 "2145 " 248.7 $ 8.236$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.67 & " ... Relative Uncertainty +/-10%
Ann. Median 0.077& # ... Relative Uncertainty +/-15%
Annual Total 9029 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 720.9 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1981
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 3.031$ 181.3 " 361.0 " 58.10 " 21.63 " 1.697$ 1.132$ 1
2 0.000 0.000 0.000 0.000 0.000 2.381$ 148.1 " 215.5 " 49.21 " 72.51 " 1.339$ 0.888$ 2
3 0.000 0.000 0.000 0.000 0.000 3.058$ 83.35 " 141.5 " 43.37 " 96.67 " 1.203$ 0.723$ 3
4 0.000 0.000 0.000 0.000 0.000 3.442$ 56.88 " 107.8 " 40.24 " 56.64 " 1.350$ 0.572$ 4
5 0.000 0.000 0.000 0.000 0.000 2.256$ 51.96 " 96.19 " 39.10 " 33.88 " 1.274$ 0.484$ 5
6 0.000 0.000 0.000 0.000 0.000 1.699$ 47.70 " 89.57 " 35.13 " 24.02 " 1.205$ 0.376$ 6
7 0.000 0.000 0.000 0.000 0.000 5.374$ 36.96 " 137.8 " 36.94 " 17.71 " 1.254$ 0.285$ 7
8 0.000 0.000 0.000 0.000 0.000 14.60 " 28.93 " 288.0 " 71.86 " 14.25 " 1.255$ 0.229$ 8
9 0.000 0.000 0.000 0.000 0.000 29.85 " 23.61 " 207.2 " 87.99 " 11.28 " 1.242$ 0.170$ 9
10 0.000 0.000 0.000 0.000 0.000 32.37 " 20.04 " 146.3 " 67.94 " 9.316" 1.094$ 0.125$ 10
11 0.000 0.000 0.000 0.000 0.000 23.36 " 18.59 " 168.2 " 45.20 " 8.066" 0.951$ 0.087$ 11
12 0.000 0.000 0.000 0.000 0.000 18.19 " 19.44 " 315.2 " 33.85 " 7.128" 0.866$ 0.066$ 12
13 0.000 0.000 0.000 0.000 0.000 22.80 " 19.86 " 291.8 " 28.47 " 6.181" 0.825$ 0.050$ 13
14 0.000 0.000 0.000 0.000 0.000 28.94 " 17.39 " 223.4 " 24.85 " 5.534" 0.629$ 0.037$ 14
15 0.000 0.000 0.000 0.000 0.000 20.68 " 14.24 " 553.7 " 24.20 " 4.836" 0.509$ 0.025$ 15
16 0.000 0.000 0.000 0.000 0.000 14.13 " 12.18 " 737.4 # 22.72 " 4.382" 0.392$ 0.019$ 16
17 0.000 0.000 0.000 0.000 0.000 11.54 " 15.98 " 664.1 # 21.45 " 4.102" 0.313$ 0.018$ 17
18 0.000 0.000 0.000 0.000 0.000 10.42 " 66.10 " 372.9 " 20.48 " 4.083" 0.263$ 0.015$ 18
19 0.000 0.000 0.000 0.000 0.000 10.51 " 213.7 " 334.9 " 17.81 " 3.825" 0.212$ 0.014$ 19
20 0.000 0.000 0.000 0.000 0.000 17.83 # 157.9 " 440.7 " 22.02 " 3.480" 0.173$ 0.009$ 20
21 0.000 0.000 0.000 0.000 0.000 38.12 # 83.97 " 330.8 " 29.49 " 3.122$ 0.154$ 0.007$ 21
22 0.000 0.000 0.000 0.000 0.000 49.35 # 142.6 " 207.0 " 29.93 " 2.718$ 0.131$ 0.003$ 22
23 0.000 0.000 0.000 0.000 0.000 32.76 # 361.0 " 151.8 " 25.89 " 2.389$ 0.113$ 0.001$ 23
24 0.000 0.000 0.000 0.000 0.000 26.31 # 272.3 " 131.6 " 23.78 " 2.171$ 0.095$ 0.000$ 24
25 0.000 0.000 0.000 0.000 0.000 25.26 ! 331.7 " 387.3 " 21.43 " 1.941$ 0.132$ 0.000$ 25
26 0.000 0.000 0.000 0.000 0.000 25.73 ! 316.4 " 393.2 " 18.72 " 2.509$ 0.766$ 0.000 26
27 0.000 0.000 0.000 0.000 0.000 27.48 ! 442.3 " 242.2 " 15.98 " 4.183" 3.135$ 0.000 27
28 0.000 0.000 0.000 0.000 0.000 41.24 ! 404.9 " 159.0 " 13.73 " 4.212" 2.806$ 0.000 28
29 0.000 0.000 0.000 0.448$ 49.05 " 209.9 " 114.2 " 13.96 " 3.326$ 2.168$ 0.000 29
30 0.000 0.000 0.000 3.203$ 76.87 " 625.0 & 88.38 " 13.67 " 2.643$ 1.620$ 0.000 30
31 0.000 0.000 3.763" 645.0 " 72.46 " 2.236$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.239$ 22.29 ! 163.5 & 263.6 # 33.25 " 14.22 $ 0.972$ 0.172$
Median 0.000 0.000 0.000 0.000 0.000$ 21.74 ! 83.35 & 215.5 # 27.18 " 4.382$ 0.908$ 0.019$
Maximum 0.000 0.000 0.000 0.000 3.763$ 76.87 ! 645.0 & 737.4 # 87.99 " 96.67 $ 3.135$ 1.132$
Minimum 0.000 0.000 0.000 0.000 0.000$ 1.699! 12.18 & 72.46 # 13.67 " 1.941$ 0.095$ 0.000$
Total 0.000 0.000 0.000 0.000 7.414$ 668.7 !5069 &8171 # 997.5 " 441.0 $ 29.16 $ 5.336$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.16 ! ! ... Not reviewed / Quality not known
Ann. Median 0.376! " ... Relative Uncertainty +/-10%
Annual Total 15389 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 737.4 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1982
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 1.086$ 0.051$ 0.115$ 0.064$ 1.364$ 5.833" 11.36 " 14.01 " 3.464" 0.182$ 0.609$ 1
2 0.000 0.819$ 0.040$ 0.104$ 0.088$ 1.132$ 7.156" 16.46 " 13.35 " 2.773$ 0.147$ 0.415$ 2
3 0.000 0.592$ 0.032$ 0.111$ 0.104$ 1.062$ 7.591" 32.14 " 16.95 " 2.400$ 0.127$ 0.305$ 3
4 0.000 0.436$ 0.031$ 0.113$ 0.109$ 1.020$ 9.857" 26.23 " 14.80 " 2.742$ 0.113$ 0.213$ 4
5 0.000 0.304$ 0.037$ 0.108$ 0.079$ 0.996$ 10.68 " 16.34 " 11.83 " 4.082" 0.098$ 0.146$ 5
6 0.000 0.234$ 0.035$ 0.117$ 0.069$ 0.943$ 13.62 " 11.67 " 9.620" 5.636" 0.093$ 0.099$ 6
7 0.000 0.170$ 0.031$ 0.205$ 0.052$ 0.890$ 14.37 " 9.831" 8.163" 6.177" 0.078$ 0.072$ 7
8 0.000 0.116$ 0.022$ 0.186$ 0.141$ 1.237$ 11.94 " 10.83 " 7.049" 9.374" 0.068$ 0.046$ 8
9 0.000 0.097$ 0.021$ 0.157$ 0.288$ 2.241$ 8.743" 32.32 " 5.942" 8.339" 0.055$ 0.053$ 9
10 0.000 0.076$ 0.016$ 0.155$ 0.363$ 2.552$ 8.973" 50.22 " 5.176" 5.613" 0.042$ 0.058$ 10
11 0.000 0.065$ 0.017$ 0.156$ 0.363$ 2.573$ 12.30 " 34.42 " 4.675" 4.152" 0.042$ 0.082$ 11
12 0.000 0.059$ 0.012$ 0.128$ 0.453$ 2.250$ 10.85 " 21.52 " 4.276" 3.144$ 0.042$ 0.087$ 12
13 0.000 0.053$ 0.011$ 0.103$ 0.607$ 2.070$ 7.411" 15.04 " 3.892" 2.322$ 0.048$ 0.053$ 13
14 0.000 0.080$ 0.010$ 0.090$ 0.644$ 2.223$ 5.689" 11.97 " 3.703" 1.799$ 0.063$ 0.035$ 14
15 0.000 0.082$ 0.009$ 0.078$ 0.525$ 2.028$ 4.859" 10.25 " 3.907" 1.458$ 0.046$ 0.028$ 15
16 0.000 0.058$ 0.005$ 0.067$ 0.385$ 3.224$ 5.544" 8.953" 3.959" 1.191$ 0.032$ 0.024$ 16
17 0.000 0.047$ 0.003$ 0.061$ 0.342$ 5.249" 7.831" 7.915" 4.065" 0.796$ 0.025$ 0.012$ 17
18 0.000 0.049$ 0.001$ 0.056$ 0.335$ 3.868" 21.67 " 6.733" 3.707" 0.658$ 0.024$ 0.007$ 18
19 0.000 0.049$ 0.000$ 0.047$ 0.292$ 6.032" 19.04 " 6.568" 3.230$ 0.652$ 0.018$ 0.005$ 19
20 0.000 0.043$ 0.000$ 0.042$ 0.269$ 4.522" 13.01 " 6.559" 2.928$ 0.548$ 0.018$ 0.003$ 20
21 0.000$ 0.036$ 1.633$ 0.037$ 0.295$ 3.816" 10.12 " 6.251" 2.931$ 0.501$ 0.013$ 0.003$ 21
22 27.90 $ 0.032$ 4.883$ 0.037$ 0.291$ 3.456" 8.737" 5.240" 3.373" 0.445$ 0.012$ 0.014$ 22
23 80.95 " 0.029$ 1.734$ 0.040$ 0.285$ 3.159$ 8.408" 8.511" 3.547" 0.400$ 0.009$ 0.037$ 23
24 46.02 " 0.030$ 1.106$ 0.037$ 0.289$ 3.258$ 7.788" 43.82 " 3.774" 0.356$ 0.007$ 0.030$ 24
25 17.66 " 0.056$ 0.755$ 0.039$ 0.328$ 7.001" 6.794" 47.42 " 6.891" 0.345$ 0.008$ 0.016$ 25
26 9.168" 0.060$ 0.547$ 0.052$ 0.482$ 7.948" 6.027" 24.17 " 10.92 " 0.312$ 0.116$ 0.009$ 26
27 5.653" 0.066$ 0.403$ 0.043$ 2.970$ 10.01 " 9.621" 15.92 " 12.86 " 0.301$ 3.767$ 0.004$ 27
28 3.876" 0.064$ 0.304$ 0.038$ 3.274$ 6.877" 40.27 " 11.92 " 8.444" 0.279$ 3.501$ 0.002$ 28
29 2.796$ 0.236$ 0.037$ 2.341$ 5.090" 40.85 " 10.16 " 5.668" 0.274$ 1.501$ 0.000$ 29
30 2.065$ 0.181$ 0.035$ 1.969$ 4.383" 21.44 " 10.46 " 4.314" 0.259$ 0.995$ 0.000$ 30
31 1.490$ 0.149$ 1.728$ 14.22 " 16.14 " 0.233$ 0.000 31
Mean 6.374$ 0.175$ 0.397$ 0.087$ 0.640$ 3.416$ 12.30 " 17.66 " 6.932$ 2.291$ 0.376$ 0.080$
Median 0.000$ 0.064$ 0.032$ 0.073$ 0.328$ 2.866$ 9.621" 11.92 " 4.926$ 1.191$ 0.051$ 0.030$
Maximum 80.95 $ 1.086$ 4.883$ 0.205$ 3.274$ 10.01 $ 40.85 " 50.22 " 16.95 $ 9.374$ 3.767$ 0.609$
Minimum 0.000$ 0.029$ 0.000$ 0.035$ 0.052$ 0.890$ 4.859" 5.240" 2.928$ 0.233$ 0.007$ 0.000$
Total 197.6 $ 4.887$ 12.32 $ 2.597$ 19.83 $ 102.5 $ 381.2 " 547.3 " 208.0 $ 71.02 $ 11.29 $ 2.466$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.277$ " ... Relative Uncertainty +/-10%
Ann. Median 0.385$ $ ... Relative Uncertainty +/-20%
Annual Total 1561 $
Maximum Minimum
Daily 80.95 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1983
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.009$ 20.50 " 71.65 " 58.94 " 9.434" 1.035$ 0.175$ 1
2 0.000 0.000 0.000 0.000 0.000 0.071$ 12.80 " 44.14 " 100.0 " 8.251" 0.895$ 0.217$ 2
3 0.000 0.000 0.000 0.000 0.000 0.058$ 7.950" 31.03 " 112.9 " 7.613" 0.761$ 0.369$ 3
4 0.000 0.000 0.000 0.000 0.000 0.033$ 5.708" 24.20 " 201.5 " 6.825" 0.661$ 0.874$ 4
5 0.000 0.000 0.000 0.000 0.000 0.023$ 4.441" 35.38 " 301.6 " 6.163" 0.624$ 0.626$ 5
6 0.000 0.000 0.000 0.000 0.000 0.023$ 3.928" 70.66 " 197.6 " 6.324" 0.596$ 0.557$ 6
7 0.000 0.000 0.000 0.000 0.000 0.027$ 3.406" 51.97 " 813.3 & 8.915" 1.228$ 0.447$ 7
8 0.000 0.000 0.000 0.000 0.000 0.030$ 3.310" 35.75 " 660.5 $ 12.86 " 3.101$ 0.332$ 8
9 0.000 0.000 0.000 0.000 0.000 0.029$ 8.098" 26.71 " 255.9 " 20.33 " 2.370$ 0.241$ 9
10 0.000 0.000 0.000 0.000 0.000 0.027$ 32.94 " 21.62 " 142.0 " 24.81 " 1.904$ 0.170$ 10
11 0.000 0.000 0.000 0.000 0.000 0.031$ 42.22 " 17.72 " 95.79 " 20.61 " 1.443$ 0.120$ 11
12 0.000 0.000 0.000 0.000 0.000 0.073$ 29.17 " 20.27 " 72.41 " 16.34 " 1.134$ 0.091$ 12
13 0.000 0.000 0.000 0.000 0.000 0.065$ 19.48 " 53.88 " 71.88 " 19.36 " 1.089$ 0.068$ 13
14 0.000 0.000 0.000 0.000 0.000 0.061$ 14.51 " 86.05 " 108.9 " 22.92 " 1.090$ 0.053$ 14
15 0.000 0.000 0.000 0.000 0.000 0.595$ 11.84 " 98.79 " 151.9 " 17.60 " 1.008$ 0.040$ 15
16 0.000 0.000 0.000 0.000 0.000 0.895$ 11.53 " 82.83 " 127.3 " 12.31 " 0.874$ 0.033$ 16
17 0.000 0.000 0.000 0.000 0.000 1.281$ 9.417" 49.54 " 98.32 " 14.17 " 0.924$ 0.026$ 17
18 0.000 0.000 0.000 0.000 0.000 10.26 $ 7.534" 34.21 " 71.44 " 15.19 " 1.344$ 0.020$ 18
19 0.000 0.000 0.000 0.000 0.000 10.13 " 6.977" 25.47 " 49.27 " 13.32 " 1.522$ 0.017$ 19
20 0.000 0.000 0.000 0.000 0.000 7.382" 6.399" 23.13 " 37.18 " 10.67 " 1.204$ 0.012$ 20
21 0.000 0.000 0.000 0.000 0.000 4.998" 5.973" 26.72 " 30.96 " 8.132" 1.076$ 0.005$ 21
22 0.000 0.000 0.000 0.000 0.000 3.946" 5.645" 28.29 " 25.83 " 5.981" 0.956$ 0.002$ 22
23 0.000 0.000 0.000 0.000 0.000 2.944$ 5.222" 26.33 " 23.04 " 4.795" 0.902$ 0.001$ 23
24 0.000 0.000 0.000 0.000 0.000 2.298$ 5.577" 41.22 " 26.45 " 3.945" 0.712$ 0.001$ 24
25 0.000 0.000 0.000 0.000 0.000 2.026$ 9.129" 98.36 " 35.03 " 3.322$ 0.560$ 0.001$ 25
26 0.000 0.000 0.000 0.000 0.000 1.758$ 57.50 " 93.82 " 25.09 " 2.534$ 0.455$ 0.014$ 26
27 0.000 0.000 0.000 0.000 0.000 1.728$ 151.7 " 60.93 " 18.93 " 2.021$ 0.373$ 0.066$ 27
28 0.000 0.000 0.000 0.000 0.000 2.508$ 84.05 " 47.50 " 15.42 " 1.764$ 0.304$ 0.056$ 28
29 0.000 0.000 0.000 0.000 6.198" 47.52 " 44.62 " 13.08 " 1.633$ 0.243$ 0.042$ 29
30 0.000 0.000 0.000 0.000 15.03 " 76.93 " 45.74 " 11.20 " 1.458$ 0.199$ 0.037$ 30
31 0.000 0.000 0.000 128.7 " 54.07 " 1.216$ 0.099$ 31
Mean 0.000 0.000 0.000 0.000 0.000 2.485$ 27.10 " 47.50 " 131.8 & 10.03 $ 1.020$ 0.155$
Median 0.000 0.000 0.000 0.000 0.000 0.745$ 9.417" 44.14 " 72.14 & 8.251$ 0.940$ 0.056$
Maximum 0.000 0.000 0.000 0.000 0.000 15.03 $ 151.7 " 98.79 " 813.3 & 24.81 $ 3.101$ 0.874$
Minimum 0.000 0.000 0.000 0.000 0.000 0.009$ 3.310" 17.72 " 11.20 & 1.216$ 0.199$ 0.001$
Total 0.000 0.000 0.000 0.000 0.000 74.54 $ 840.1 "1473 "3954 & 310.8 $ 30.59 $ 4.810$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.32 & " ... Relative Uncertainty +/-10%
Ann. Median 0.073& $ ... Relative Uncertainty +/-20%
Annual Total 6687 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 813.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1984
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.084$ 0.000 0.000 0.000 0.000 0.645$ 7.665" 36.24 " 220.5 " 22.88 " 1.183$ 2.957$ 1
2 0.045$ 0.000 0.000 0.000 0.000 0.573$ 6.999" 33.14 " 190.7 " 25.79 " 2.199$ 2.565$ 2
3 0.027$ 0.000 0.000 0.000 0.000 0.521$ 8.508" 842.8 & 388.4 " 38.67 " 3.337$ 2.219$ 3
4 0.020$ 0.000 0.000 0.000 0.000 0.463$ 8.304" 859.0 & 371.9 " 31.96 " 3.253$ 1.832$ 4
5 0.017$ 0.000 0.000 0.000 0.000 1.128$ 7.608" 517.1 " 507.0 # 24.28 " 5.081" 1.544$ 5
6 0.009$ 0.000 0.000 0.000 0.000 7.375$ 16.09 " 306.3 " 477.5 " 19.05 " 13.00 " 1.231$ 6
7 0.007$ 0.000 0.000 0.000 0.000 5.731" 92.89 " 288.1 " 234.8 " 17.06 " 16.34 " 0.947$ 7
8 0.004$ 0.000 0.000 0.000 0.000 7.586" 150.4 " 447.5 " 159.6 " 15.26 " 16.03 " 0.766$ 8
9 0.001$ 0.000 0.000 0.000 0.000 5.616" 155.3 " 349.2 " 365.2 $ 12.06 " 17.40 " 0.704$ 9
10 0.000$ 0.000 0.000 0.000 0.000 3.652$ 126.8 " 338.1 "1052 & 9.863" 12.98 " 0.755$ 10
11 0.000 0.000 0.000 0.000 0.000 2.906$ 69.45 " 253.7 " 446.7 " 8.521" 9.076" 0.661$ 11
12 0.000 0.000 0.000 0.000 0.000 2.505$ 44.50 " 168.8 " 221.8 " 7.537" 6.613" 0.796$ 12
13 0.000 0.000 0.000 0.000 0.000 2.691$ 35.67 " 116.5 " 151.7 " 6.783" 4.958" 0.735$ 13
14 0.000 0.000 0.000 0.000 0.000 2.860$ 30.02 " 98.80 " 158.3 " 6.124" 3.525$ 0.622$ 14
15 0.000 0.000 0.000 0.000 0.000 5.343$ 25.43 " 114.2 " 298.6 " 5.348" 2.485$ 0.576$ 15
16 0.000 0.000 0.000 0.000 0.000 5.542" 246.3 & 128.3 " 242.4 " 4.713" 7.614$ 0.507$ 16
17 0.000 0.000 0.000 0.000 0.000 4.527" 789.1 & 114.5 " 184.1 " 4.293" 174.4 " 0.436$ 17
18 0.000 0.000 0.000 0.000 0.000 4.543" 247.9 " 99.63 " 130.4 " 3.741" 145.1 " 0.376$ 18
19 0.000 0.000 0.000 0.000 0.000 3.714" 170.9 " 99.53 " 98.46 " 3.164$ 73.14 " 0.334$ 19
20 0.000 0.000 0.000 0.000 0.000 3.220" 116.5 " 181.3 " 76.52 " 2.627$ 40.56 " 0.296$ 20
21 0.000 0.000 0.000 0.000 0.000$ 4.608" 88.17 " 196.9 " 59.27 " 2.222$ 26.22 " 0.237$ 21
22 0.000 0.000 0.000 0.000 0.010$ 9.682" 66.03 " 281.3 " 49.35 " 1.910$ 18.20 " 0.170$ 22
23 0.000 0.000 0.000 0.000 0.035$ 29.63 " 49.78 " 216.1 " 42.05 " 1.726$ 13.79 " 0.151$ 23
24 0.000 0.000 0.000 0.000 0.067$ 33.89 " 38.79 " 158.3 " 35.11 " 1.596$ 14.72 " 0.104$ 24
25 0.000 0.000 0.000 0.000 0.324$ 28.99 " 31.53 " 122.9 " 30.53 " 1.615$ 12.67 " 0.074$ 25
26 0.000 0.000 0.000 0.000 0.496$ 23.43 " 29.53 " 87.01 " 27.29 " 1.461$ 9.103" 0.060$ 26
27 0.000 0.000 0.000 0.000 0.790$ 20.67 " 41.86 " 64.96 " 25.17 " 1.206$ 6.517" 0.056$ 27
28 0.000 0.000 0.000 0.000 1.100$ 16.48 " 65.88 " 57.09 " 24.16 " 0.984$ 5.070" 0.061$ 28
29 0.000 0.000 0.000 0.000 2.540$ 11.50 " 88.59 " 61.72 " 22.94 " 0.845$ 4.217" 0.053$ 29
30 0.000 0.000 0.000 1.364$ 8.861" 70.03 " 160.2 " 22.20 " 0.766$ 3.472" 0.041$ 30
31 0.000 0.000 0.827$ 47.77 " 294.6 " 0.889$ 0.034$ 31
Mean 0.007$ 0.000 0.000 0.000 0.244$ 8.629$ 95.94 & 228.8 & 210.5 & 9.191$ 22.41 $ 0.706$
Median 0.000$ 0.000 0.000 0.000 0.000$ 4.976$ 49.78 & 160.2 & 158.9 & 4.713$ 9.089$ 0.507$
Maximum 0.084$ 0.000 0.000 0.000 2.540$ 33.89 $ 789.1 & 859.0 &1052 & 38.67 $ 174.4 $ 2.957$
Minimum 0.000$ 0.000 0.000 0.000 0.000$ 0.463$ 6.999& 33.14 & 22.20 & 0.766$ 1.183$ 0.034$
Total 0.213$ 0.000 0.000 0.000 7.552$ 258.9 $2974 &7094 &6315 & 284.9 $ 672.2 $ 21.90 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.17 & " ... Relative Uncertainty +/-10%
Ann. Median 1.114& # ... Relative Uncertainty +/-15%
Annual Total 17629 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1052 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1985
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.029$ 0.002$ 0.000 0.000 0.071$ 1.122$ 26.40 " 32.94 " 264.6 " 30.64 " 4.302" 0.750$ 1
2 0.027$ 0.001$ 0.000 0.000 0.064$ 0.971$ 52.31 " 23.89 " 148.6 " 26.41 " 3.812" 0.835$ 2
3 0.022$ 0.000$ 0.000 0.000 0.102$ 0.887$ 37.47 " 19.53 " 89.71 " 23.65 " 4.194" 0.762$ 3
4 0.021$ 0.000$ 0.000 0.000 0.194$ 0.871$ 19.57 " 21.47 " 57.11 " 20.90 " 6.065" 0.678$ 4
5 0.021$ 0.000$ 0.000 0.000 0.236$ 0.916$ 13.08 " 24.19 " 42.04 " 19.36 " 6.069" 0.659$ 5
6 0.017$ 0.000 0.000 0.000 0.282$ 0.959$ 9.657" 36.98 " 32.68 " 17.12 " 4.691" 0.517$ 6
7 0.014$ 0.000 0.000 0.000 0.278$ 1.162$ 7.374" 48.31 " 26.95 " 15.74 " 3.845" 0.386$ 7
8 0.011$ 0.000 0.000 0.000 0.252$ 1.224$ 6.240" 40.65 " 24.50 " 13.67 " 3.683" 0.279$ 8
9 0.008$ 0.000 0.000 0.000 0.208$ 1.337$ 5.642" 40.02 " 28.90 " 15.34 " 6.241" 0.222$ 9
10 0.005$ 0.000 0.000 5.452$ 0.171$ 1.116$ 5.141" 42.08 " 32.67 " 20.38 " 7.474" 0.172$ 10
11 0.003$ 0.000 0.000 8.374$ 0.153$ 1.064$ 4.678" 48.42 " 40.64 " 17.19 " 5.465" 0.137$ 11
12 0.002$ 0.000 0.000 7.552" 0.157$ 1.097$ 4.183" 54.36 " 34.72 " 14.87 " 4.070" 0.125$ 12
13 0.001$ 0.000 0.000 3.745$ 0.161$ 1.073$ 4.310" 60.87 " 27.03 " 26.98 " 3.159$ 0.101$ 13
14 0.000$ 0.000 0.000 2.103$ 0.152$ 1.047$ 8.335" 76.37 " 22.24 " 47.30 " 2.540$ 0.080$ 14
15 0.000$ 0.000 0.000 1.298$ 0.134$ 1.034$ 16.02 " 98.53 " 19.24 " 55.40 " 2.176$ 0.079$ 15
16 0.000$ 0.000 0.000 0.906$ 0.111$ 1.501$ 18.36 " 83.84 " 16.64 " 40.32 " 1.974$ 0.059$ 16
17 0.005$ 0.000 0.000 0.634$ 0.124$ 2.387$ 13.58 " 47.80 " 36.90 " 28.44 " 1.836$ 0.053$ 17
18 0.055$ 0.000 0.000 0.516$ 0.146$ 2.587$ 9.859" 33.94 " 782.9 & 23.80 " 1.522$ 0.062$ 18
19 0.041$ 0.000 0.000 0.415$ 0.142$ 2.050$ 7.956" 72.97 " 324.4 " 19.20 " 1.244$ 0.041$ 19
20 0.034$ 0.000 0.000 0.284$ 0.294$ 2.093$ 14.03 " 359.1 " 162.4 " 15.45 " 1.049$ 0.039$ 20
21 0.134$ 0.000 0.000 0.238$ 1.327$ 2.280$ 28.45 " 208.0 " 94.12 " 15.88 " 0.999$ 0.040$ 21
22 3.485$ 0.000 0.000 0.213$ 1.961$ 2.200$ 26.72 " 133.4 " 182.1 " 17.54 " 1.042$ 0.033$ 22
23 1.443$ 0.000 0.000 0.212$ 1.055$ 2.085$ 20.04 " 97.99 " 431.5 " 14.57 " 1.014$ 0.037$ 23
24 0.679$ 0.000 0.000 0.230$ 0.787$ 2.337$ 13.91 " 123.9 " 305.4 " 12.41 " 1.110$ 0.032$ 24
25 0.324$ 0.000 0.000 0.170$ 0.649$ 8.329" 10.27 " 285.8 " 196.2 " 10.06 " 1.189$ 0.023$ 25
26 0.160$ 0.000 0.000 0.155$ 0.632$ 7.191" 10.50 " 290.1 " 135.5 " 7.830" 1.160$ 0.022$ 26
27 0.083$ 0.000 0.000 0.170$ 0.772$ 7.186" 41.57 " 491.9 " 97.79 " 7.075" 0.894$ 0.023$ 27
28 0.042$ 0.000 0.000 0.201$ 1.379$ 5.134" 118.9 " 368.4 " 67.89 " 6.599" 0.736$ 0.028$ 28
29 0.021$ 0.000 0.153$ 1.657$ 4.349" 106.3 " 190.4 " 47.62 " 6.369" 0.707$ 0.080$ 29
30 0.009$ 0.000 0.087$ 1.567$ 3.815" 68.80 " 115.9 " 37.31 " 5.827" 0.703$ 0.064$ 30
31 0.004$ 0.000 1.387$ 50.48 " 147.4 " 4.939" 0.035$ 31
Mean 0.216$ 0.000$ 0.000 1.104$ 0.536$ 2.380$ 25.16 " 120.0 " 127.0 & 19.39 " 2.832$ 0.208$
Median 0.021$ 0.000$ 0.000 0.206$ 0.236$ 1.419$ 13.91 " 72.97 " 52.36 & 17.12 " 2.075$ 0.079$
Maximum 3.485$ 0.002$ 0.000 8.374$ 1.961$ 8.329$ 118.9 " 491.9 " 782.9 & 55.40 " 7.474$ 0.835$
Minimum 0.000$ 0.000$ 0.000 0.000$ 0.064$ 0.871$ 4.183" 19.53 " 16.64 & 4.939" 0.703$ 0.022$
Total 6.699$ 0.003$ 0.000 33.11 $ 16.61 $ 71.40 $ 780.1 "3719 "3810 & 601.2 " 84.96 $ 6.455$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 25.01 & " ... Relative Uncertainty +/-10%
Ann. Median 1.055& $ ... Relative Uncertainty +/-20%
Annual Total 9130 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 782.9 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1986
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.021$ 0.000 0.024$ 0.018$ 0.009$ 0.367$ 3.715$ 24.83 " 45.61 " 19.08 " 2.373$ 0.102$ 1
2 0.028$ 0.000 0.028$ 0.016$ 0.007$ 0.319$ 2.498$ 22.93 " 35.78 " 15.80 " 2.170$ 0.076$ 2
3 0.026$ 0.000 0.043$ 0.034$ 0.005$ 0.270$ 2.345$ 21.49 " 31.11 " 13.39 " 2.163$ 0.074$ 3
4 0.022$ 0.000 0.053$ 0.043$ 0.005$ 0.240$ 2.976$ 15.13 " 49.70 " 11.76 " 2.325$ 0.118$ 4
5 0.016$ 0.000 0.052$ 0.049$ 0.016$ 0.234$ 3.287$ 11.53 " 49.77 " 10.36 " 2.098$ 0.076$ 5
6 0.025$ 0.000 0.038$ 0.049$ 0.074$ 0.268$ 3.253" 9.277" 42.15 " 8.954" 1.782$ 0.055$ 6
7 0.031$ 0.000 0.025$ 0.042$ 0.079$ 0.319$ 3.063$ 7.871" 45.39 " 7.805" 1.570$ 0.041$ 7
8 0.032$ 0.000 0.018$ 0.033$ 0.083$ 0.328$ 2.470$ 7.054" 35.79 " 7.022" 1.392$ 0.040$ 8
9 0.039$ 0.000 0.027$ 0.031$ 0.059$ 0.333$ 2.240$ 8.597" 26.76 " 7.216" 1.314$ 0.037$ 9
10 0.043$ 0.000 0.071$ 0.031$ 0.047$ 0.381$ 1.914$ 16.03 " 22.97 " 7.772" 1.230$ 0.033$ 10
11 0.041$ 0.000 0.068$ 0.031$ 0.060$ 0.438$ 1.626$ 22.97 " 101.0 " 6.952" 1.121$ 0.033$ 11
12 0.034$ 0.000 0.045$ 0.024$ 0.052$ 0.421$ 1.468$ 54.51 " 342.6 " 7.411" 1.029$ 0.038$ 12
13 0.029$ 0.000 0.028$ 0.030$ 0.041$ 0.419$ 1.529$ 119.2 " 156.3 " 12.26 " 0.934$ 0.057$ 13
14 0.023$ 0.000 0.024$ 0.045$ 0.103$ 0.456$ 2.669$ 65.99 " 92.22 " 16.74 " 0.855$ 0.037$ 14
15 0.011$ 0.000 0.015$ 0.029$ 0.279! 0.434$ 7.135" 50.08 " 83.60 " 15.98 " 0.776$ 0.023$ 15
16 0.003$ 0.000 0.013$ 0.021$ 0.095$ 0.520$ 9.450" 68.31 " 134.0 " 13.15 " 0.714$ 0.020$ 16
17 0.001$ 0.000 0.007$ 0.014$ 0.124$ 0.579$ 12.06 " 41.91 " 113.6 " 16.86 " 0.675$ 0.016$ 17
18 0.000$ 0.000 0.005$ 0.011$ 0.381$ 0.756$ 8.891" 34.09 " 79.23 " 30.57 " 0.598$ 0.011$ 18
19 0.000$ 0.000 0.028$ 0.012$ 0.357$ 0.625$ 6.203" 36.06 " 68.15 " 32.13 " 0.517$ 0.011$ 19
20 0.000$ 0.000 0.057$ 0.014$ 0.364$ 0.527$ 4.977" 32.19 " 80.64 " 25.49 " 0.468$ 0.013$ 20
21 0.000 0.000 0.048$ 0.018$ 0.508$ 0.438$ 4.386" 26.81 " 61.97 " 18.64 " 0.419$ 0.014$ 21
22 0.000 0.000 0.027$ 0.021$ 0.578$ 0.391$ 4.598" 28.77 " 50.97 " 12.79 " 0.325$ 0.015$ 22
23 0.000 0.000 0.018$ 0.021$ 0.491$ 0.393$ 6.767" 48.71 " 56.53 " 9.231" 0.267$ 0.009$ 23
24 0.000 0.000 0.016$ 0.016$ 0.586$ 0.495$ 18.29 " 53.79 " 63.40 " 7.093" 0.214$ 0.005$ 24
25 0.000 0.000 0.016$ 0.022$ 0.562$ 1.454$ 42.47 " 59.81 " 48.72 " 5.711" 0.183$ 0.004$ 25
26 0.000 0.000$ 0.013$ 0.020$ 0.606$ 4.493$ 59.84 " 63.71 " 43.32 " 4.738" 0.163$ 0.003$ 26
27 0.000 0.027$ 0.011$ 0.011$ 0.660$ 2.905$ 39.64 " 42.97 " 45.89 " 4.079" 0.145$ 0.002$ 27
28 0.000 0.047$ 0.025$ 0.011$ 0.690$ 1.896$ 25.85 " 39.98 " 36.96 " 3.540" 0.111$ 0.001$ 28
29 0.000 0.029$ 0.010$ 0.555$ 1.538$ 17.88 " 85.24 " 27.42 " 3.223$ 0.088$ 0.001$ 29
30 0.000 0.020$ 0.011$ 0.462$ 2.587$ 14.89 " 76.36 " 22.80 " 2.942$ 0.112$ 0.004$ 30
31 0.000 0.018$ 0.417$ 18.13 " 53.13 " 2.640$ 0.003$ 31
Mean 0.014$ 0.003$ 0.029$ 0.025$ 0.270! 0.827$ 10.85 $ 40.30 " 69.81 " 11.66 $ 0.938$ 0.031$
Median 0.003$ 0.000$ 0.025$ 0.021$ 0.124! 0.436$ 4.598$ 36.06 " 49.73 " 9.231$ 0.745$ 0.020$
Maximum 0.043$ 0.047$ 0.071$ 0.049$ 0.690! 4.493$ 59.84 $ 119.2 " 342.6 " 32.13 $ 2.373$ 0.118$
Minimum 0.000$ 0.000$ 0.005$ 0.010$ 0.005! 0.234$ 1.468$ 7.054" 22.80 " 2.640$ 0.088$ 0.001$
Total 0.426$ 0.074$ 0.909$ 0.738$ 8.356! 24.82 $ 336.5 $1249 "2094 " 361.3 $ 28.13 $ 0.970$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.25 ! ! ... Not reviewed / Quality not known
Ann. Median 0.325! " ... Relative Uncertainty +/-10%
Annual Total 4106 ! $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 342.6 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1987
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.002$ 0.000 0.000 0.000 0.266$ 0.815$ 2.256$ 102.5 " 12.78 " 4.477" 2.234$ 2.816$ 1
2 0.002$ 0.000 0.000 0.000 0.290$ 0.770$ 2.116$ 99.34 " 11.40 " 3.558" 8.427" 1.988$ 2
3 0.001$ 0.000 0.000 0.000 0.300$ 0.735$ 2.469$ 53.92 " 9.866" 2.915$ 9.310" 1.640$ 3
4 0.001$ 0.000 0.000 0.000 0.266$ 0.780$ 3.029$ 32.74 " 8.888" 2.449$ 7.248" 1.342$ 4
5 0.001$ 0.000 0.000 0.000 0.266$ 0.835$ 2.727$ 23.15 " 7.947" 2.134$ 5.468" 1.162$ 5
6 0.000$ 0.000 0.000 0.000 0.254$ 1.035$ 2.290$ 17.39 " 7.006" 1.880$ 4.193" 1.105$ 6
7 0.000$ 0.000 0.000 0.000 0.235$ 1.300$ 2.193$ 13.67 " 5.983" 1.713$ 3.188$ 1.095$ 7
8 0.000$ 0.000 0.000 0.027$ 0.275$ 1.241$ 3.498$ 11.09 " 5.295" 1.555$ 2.511$ 1.091$ 8
9 0.000$ 0.000 0.000 0.107$ 1.221$ 1.290$ 4.448" 9.158" 4.879" 1.438$ 2.054$ 1.074$ 9
10 0.001$ 0.000 0.000 0.067$ 4.609" 1.403$ 3.915" 7.858" 4.580" 1.287$ 1.642$ 1.017$ 10
11 0.002$ 0.000 0.000 0.085$ 13.45 " 1.608$ 4.569" 6.964" 4.367" 1.105$ 1.333$ 0.850$ 11
12 0.003$ 0.000 0.000 0.089$ 8.956" 1.420$ 3.931" 6.597" 3.956" 1.103$ 1.097$ 0.652$ 12
13 0.003$ 0.000 0.000 0.062$ 4.769" 1.378$ 3.309" 8.574" 3.417" 1.072$ 0.897$ 0.516$ 13
14 0.003$ 0.000 0.000 0.059$ 3.445" 1.421$ 3.159" 11.02 " 3.119$ 1.179$ 2.739$ 0.386$ 14
15 0.002$ 0.000 0.000 0.064$ 2.823$ 1.259$ 3.309" 9.331" 2.782$ 3.660$ 37.45 " 0.314$ 15
16 0.000$ 0.000 0.000 0.067$ 2.392$ 1.258$ 3.999" 8.949" 2.511$ 4.900" 29.25 " 0.242$ 16
17 0.000$ 0.000 0.000 0.069$ 2.055$ 1.426$ 4.246" 8.014" 2.317$ 4.995" 18.18 " 0.179$ 17
18 0.000$ 0.000 0.000 0.071$ 1.745$ 1.317$ 6.393" 6.892" 2.215$ 3.598" 12.28 " 0.132$ 18
19 0.000 0.000 0.000 0.071$ 1.490$ 1.180$ 6.180" 6.101" 2.027$ 2.780$ 10.02 " 0.113$ 19
20 0.000 0.000 0.000 0.071$ 1.347$ 1.119$ 4.870" 6.017" 1.943$ 2.240$ 7.349" 0.088$ 20
21 0.000 0.000 0.000 9.263$ 1.248$ 1.265$ 4.241" 7.651" 1.763$ 1.954$ 5.497" 0.073$ 21
22 0.000 0.000 0.000 2.420$ 1.186$ 2.054$ 3.744" 11.36 " 1.646$ 1.694$ 4.501" 0.055$ 22
23 0.000 0.000 0.000 0.766$ 1.123$ 2.204$ 5.106" 15.04 " 1.727$ 1.524$ 3.957" 0.054$ 23
24 0.000 0.000 0.000 0.491$ 1.350$ 2.311$ 10.14 " 12.40 " 2.094$ 1.341$ 3.549" 0.058$ 24
25 0.000 0.000 0.000 0.375$ 1.435$ 2.934$ 14.04 " 18.70 " 2.319$ 1.189$ 2.933$ 0.065$ 25
26 0.000 0.000 0.000 0.485$ 1.438$ 2.743$ 14.17 " 60.82 " 2.369$ 1.060$ 2.447$ 0.060$ 26
27 0.000 0.000 0.000 0.428$ 1.248$ 2.485$ 9.562" 90.77 " 4.498$ 0.926$ 2.109$ 0.052$ 27
28 0.000 0.000 0.000 0.349$ 1.125$ 2.378$ 7.160" 43.60 " 7.178" 0.838$ 1.772$ 0.041$ 28
29 0.000 0.000 0.301$ 1.005$ 2.503$ 13.97 " 25.58 " 6.000" 0.778$ 1.584$ 0.035$ 29
30 0.000 0.000 0.267$ 0.916$ 2.623$ 40.77 " 18.50 " 5.291" 0.715$ 1.975$ 0.049$ 30
31 0.000 0.000 0.867$ 73.63 " 14.82 " 0.697$ 0.049$ 31
Mean 0.001$ 0.000 0.000 0.535$ 2.045$ 1.570$ 8.691$ 24.79 " 4.739$ 2.024$ 6.573$ 0.593$
Median 0.000$ 0.000 0.000 0.071$ 1.248$ 1.348$ 4.241$ 12.40 " 4.161$ 1.555$ 3.369$ 0.242$
Maximum 0.003$ 0.000 0.000 9.263$ 13.45 $ 2.934$ 73.63 $ 102.5 " 12.78 $ 4.995$ 37.45 $ 2.816$
Minimum 0.000$ 0.000 0.000 0.000$ 0.235$ 0.735$ 2.116$ 6.017" 1.646$ 0.697$ 0.897$ 0.035$
Total 0.022$ 0.000 0.000 16.06 $ 63.40 $ 47.09 $ 269.4 $ 768.5 " 142.2 $ 62.75 $ 197.2 $ 18.39 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.343$ " ... Relative Uncertainty +/-10%
Ann. Median 1.248$ $ ... Relative Uncertainty +/-20%
Annual Total 1585 $
Maximum Minimum
Daily 102.5 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1988
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.026$ 0.000$ 0.000 0.000 0.000 87.82 " 186.3 " 108.8 " 297.3 " 296.1 " 7.671" 0.831$ 1
2 0.017$ 0.000$ 0.000 0.000 0.000& 233.9 " 149.1 " 102.1 " 173.7 " 157.2 " 7.326" 0.701$ 2
3 0.012$ 0.000 0.000 0.000 0.000& 628.3 # 127.6 " 98.95 " 131.3 " 111.4 " 7.003" 0.650$ 3
4 0.011$ 0.000 0.000 0.000 0.000& 456.7 " 110.4 " 89.10 " 107.0 " 110.1 " 6.496" 0.613$ 4
5 0.008$ 0.000 0.000 0.000 0.901& 242.8 " 95.41 # 78.59 " 90.35 " 308.7 " 5.765" 0.611$ 5
6 0.008$ 0.000 0.000 0.000 0.353& 141.5 " 96.11 # 67.59 " 112.3 " 314.7 " 5.321" 0.540$ 6
7 0.005$ 0.000 0.000 0.000 0.028& 103.2 " 98.73 # 58.57 " 133.2 " 222.3 " 10.47 " 0.438$ 7
8 0.004$ 0.000 0.000 0.000 0.000& 90.87 " 105.9 # 50.73 " 108.8 " 184.2 " 16.47 " 0.355$ 8
9 0.005$ 0.000 0.000 0.000 0.000& 95.27 " 109.3 # 45.45 " 87.17 " 121.1 " 12.53 " 0.331$ 9
10 0.006$ 0.000 0.000 0.000 0.000& 177.3 " 106.3 # 49.60 " 79.90 " 84.58 " 8.322" 0.294$ 10
11 0.006$ 0.000 0.000 0.000 0.000& 394.4 " 104.1 # 56.32 " 77.21 " 61.06 " 6.356" 0.244$ 11
12 0.006$ 0.000 0.000 0.000 0.074& 176.4 " 103.6 # 87.73 " 78.70 " 46.98 " 6.073" 0.188$ 12
13 0.024$ 0.000 0.000 0.000 118.2 & 431.8 " 171.6 # 351.2 " 69.32 " 37.93 " 5.793" 0.143$ 13
14 0.021$ 0.000 0.000 0.000 1699 & 350.8 " 525.0 " 337.6 " 53.60 " 31.32 " 4.979" 0.123$ 14
15 0.013$ 0.000 0.000 0.000 1926 & 172.3 " 277.1 " 252.3 " 69.82 " 27.00 " 4.194" 0.118$ 15
16 0.011$ 0.000 0.000 0.000 1114 & 208.1 " 208.0 " 775.6 # 98.43 " 24.11 " 3.419$ 0.091$ 16
17 0.008$ 0.000 0.000 0.000 335.3 & 317.5 " 213.6 " 589.6 " 77.16 " 21.86 " 2.825$ 0.072$ 17
18 0.009$ 0.000 0.000 0.000 172.4 & 171.3 "1739 & 285.2 " 50.57 " 19.40 " 2.342$ 0.060$ 18
19 0.011$ 0.000 0.000 0.000 99.90 & 120.1 " 877.6 $ 216.3 " 39.89 " 17.32 " 1.995$ 0.047$ 19
20 0.011$ 0.000 0.000 0.000 76.25 " 88.58 " 635.1 " 311.3 " 35.83 " 23.46 " 1.839$ 0.040$ 20
21 0.008$ 0.000 0.000 0.000 95.88 " 72.13 " 323.7 " 187.6 " 33.13 " 51.64 " 1.784$ 0.044$ 21
22 0.007$ 0.000 0.000 0.000 157.2 " 57.43 " 196.1 " 131.3 " 65.89 " 53.87 " 1.603$ 0.038$ 22
23 0.005$ 0.000 0.000 0.000 218.8 " 46.54 " 193.3 " 103.3 " 240.3 " 45.07 " 1.426$ 0.035$ 23
24 0.003$ 0.000 0.000 0.000 146.1 " 61.93 "2019 & 111.3 " 224.9 " 31.40 " 1.397$ 0.036$ 24
25 0.001$ 0.000 0.000 0.000 94.70 "3801 &1113 & 157.7 " 138.5 " 23.77 " 2.883$ 0.034$ 25
26 0.000$ 0.000 0.000 0.000 62.34 "3178 & 553.9 " 314.7 " 101.6 " 18.87 " 2.644$ 0.029$ 26
27 0.000$ 0.000 0.000 0.000 52.39 "1070 & 282.3 " 223.3 " 485.6 & 15.87 " 2.028$ 0.024$ 27
28 0.000$ 0.000 0.000 0.000 53.21 " 533.5 " 232.1 " 134.2 "1501 & 13.46 " 1.469$ 0.023$ 28
29 0.000$ 0.000 0.000 0.000 42.85 " 335.8 " 286.3 " 201.7 " 586.1 " 11.46 " 1.126$ 0.023$ 29
30 0.000$ 0.000 0.000 34.45 " 244.2 " 183.3 "1684 & 409.2 " 10.03 " 0.943$ 0.067$ 30
31 0.000$ 0.000 35.58 " 133.5 " 701.7 $ 8.649" 0.047$ 31
Mean 0.008$ 0.000$ 0.000 0.000 210.8 & 469.7 & 372.8 & 256.9 & 191.9 & 80.80 " 4.816$ 0.222$
Median 0.007$ 0.000$ 0.000 0.000 52.39 & 192.7 & 193.3 & 134.2 & 100.0 & 37.93 " 3.807$ 0.091$
Maximum 0.026$ 0.000$ 0.000 0.000 1926 &3801 &2019 &1684 &1501 & 314.7 " 16.47 $ 0.831$
Minimum 0.000$ 0.000$ 0.000 0.000 0.000& 46.54 & 95.41 & 45.45 & 33.13 & 8.649" 0.943$ 0.023$
Total 0.24$ 0.00$ 0.00 0.00 6535 &14090 &11557 & 7964 & 5758 & 2505 " 144.5 $ 6.89$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 132.7 & " ... Relative Uncertainty +/-10%
Ann. Median 5.779& # ... Relative Uncertainty +/-15%
Annual Total 48560 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3801 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1989
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.083$ 0.467$ 0.792$ 0.291$ 0.808$ 1.971$ 20.08 " 74.17 " 108.0 " 43.22 " 18.70 " 0.916$ 1
2 0.125$ 0.313$ 0.587$ 0.622$ 0.642$ 1.810$ 23.45 " 62.19 " 86.35 " 36.94 " 14.52 " 0.734$ 2
3 0.092$ 0.204$ 0.399$ 1.480$ 0.554$ 1.604$ 21.73 " 136.7 " 92.28 " 35.41 " 11.51 " 0.614$ 3
4 0.044$ 0.117$ 0.319$ 1.257$ 0.578$ 1.463$ 19.54 " 392.8 " 65.35 " 46.36 " 9.150" 0.490$ 4
5 0.056$ 0.072$ 0.275$ 1.165$ 0.904$ 1.376$ 13.98 " 242.9 " 42.37 " 134.8 " 7.486" 0.390$ 5
6 0.105$ 0.051$ 0.287$ 0.955$ 1.124$ 1.370$ 10.78 " 187.5 " 30.83 " 115.0 " 6.235" 0.305$ 6
7 0.128$ 0.045$ 0.398$ 0.760$ 0.960$ 1.774$ 12.76 " 185.8 " 27.66 " 115.9 " 5.331" 0.255$ 7
8 0.101$ 0.036$ 0.499$ 0.637$ 0.747$ 2.657$ 40.45 " 108.9 " 26.96 " 123.0 " 4.581" 0.192$ 8
9 0.076$ 0.027$ 0.439$ 0.517$ 0.626$ 2.463$ 65.74 " 71.17 " 23.64 " 80.20 " 3.927" 0.145$ 9
10 0.071$ 0.026$ 0.326$ 0.446$ 0.647$ 2.051$ 43.17 " 49.43 " 19.72 " 61.83 " 3.366$ 0.119$ 10
11 0.290$ 0.027$ 0.240$ 0.438$ 0.716$ 1.820$ 27.73 " 37.73 " 16.03 " 51.21 " 20.83 " 0.105$ 11
12 0.243$ 0.021$ 0.178$ 0.367$ 0.817$ 2.593$ 20.34 " 29.94 " 13.33 " 42.08 " 280.6 " 0.090$ 12
13 0.178$ 0.019$ 0.134$ 0.343$ 0.785$ 4.452" 17.64 " 28.01 " 11.65 " 37.55 " 224.7 " 0.074$ 13
14 0.207$ 0.019$ 0.100$ 0.342$ 0.704$ 4.500" 37.37 " 29.12 " 10.53 " 42.39 " 126.8 " 0.058$ 14
15 0.338$ 0.061$ 0.078$ 0.329$ 0.614$ 5.324" 116.5 " 29.24 " 13.23 " 47.32 " 103.8 " 0.055$ 15
16 0.783$ 0.252$ 0.053$ 0.303$ 1.470$ 8.267" 113.6 " 26.33 " 17.41 " 39.25 " 98.25 " 0.055$ 16
17 0.573$ 0.510$ 0.042$ 0.266$ 6.172" 16.06 " 76.02 " 23.15 " 15.48 " 27.57 " 56.59 " 0.043$ 17
18 0.309$ 0.936$ 0.035$ 0.239$ 4.918" 21.74 " 47.17 " 65.38 " 14.26 " 25.25 " 33.76 " 0.050$ 18
19 0.156$ 0.489$ 0.032$ 0.249$ 3.244$ 14.45 " 33.40 " 237.9 " 12.26 " 37.85 " 22.43 " 0.070$ 19
20 0.092$ 0.280$ 0.052$ 0.230$ 2.608$ 8.779" 44.19 " 138.5 " 13.22 " 44.98 " 14.86 " 0.045$ 20
21 0.054$ 0.167$ 0.039$ 0.209$ 2.803$ 6.245" 103.8 " 87.35 " 14.76 " 81.61 " 10.39 " 0.031$ 21
22 0.038$ 0.118$ 0.030$ 0.193$ 2.651$ 5.035" 155.1 " 69.81 " 15.62 " 183.2 " 7.397" 0.035$ 22
23 0.024$ 0.090$ 0.036$ 0.234$ 2.166$ 4.377" 119.6 " 51.91 " 15.65 " 90.56 " 5.783" 0.049$ 23
24 0.031$ 0.065$ 0.041$ 5.246! 1.903$ 3.868" 80.38 " 44.17 " 19.69 " 49.02 " 4.643" 0.090$ 24
25 0.128$ 0.128$ 0.045$ 2.721! 1.782$ 3.438" 63.21 " 46.12 " 21.05 " 39.09 " 3.652" 0.052$ 25
26 4.078! 0.253$ 0.043$ 1.514$ 1.727$ 3.133$ 47.69 " 43.82 " 18.76 " 47.69 " 2.779$ 0.040$ 26
27 10.32 ! 0.897$ 0.041$ 1.225$ 2.528$ 2.945$ 39.20 " 34.75 " 15.34 " 44.29 " 2.208$ 0.044$ 27
28 3.344$ 1.178$ 0.037$ 1.057$ 3.823" 3.606$ 73.33 " 30.81 " 53.55 " 32.86 " 1.742$ 0.041$ 28
29 1.838$ 0.032$ 1.017$ 3.343$ 4.444" 165.2 " 30.72 " 85.39 " 26.07 " 1.405$ 0.041$ 29
30 1.135$ 0.030$ 0.935$ 2.624$ 8.279" 127.7 " 69.29 " 53.34 " 23.44 " 1.156$ 0.028$ 30
31 0.763$ 0.036$ 2.209$ 101.1 " 152.1 " 23.16 " 0.024$ 31
Mean 0.832! 0.245$ 0.183$ 0.853! 1.845$ 5.063$ 60.71 " 90.90 " 32.46 " 59.00 " 36.95 $ 0.170$
Median 0.128! 0.118$ 0.053$ 0.481! 1.470$ 3.522$ 44.19 " 62.19 " 19.22 " 44.29 " 8.318$ 0.058$
Maximum 10.32 ! 1.178$ 0.792$ 5.246! 6.172$ 21.74 $ 165.2 " 392.8 " 108.0 " 183.2 " 280.6 $ 0.916$
Minimum 0.024! 0.019$ 0.030$ 0.193! 0.554$ 1.370$ 10.78 " 23.15 " 10.53 " 23.16 " 1.156$ 0.024$
Total 25.80 ! 6.869$ 5.676$ 25.59 ! 57.19 $ 151.9 $1882 "2818 " 973.7 "1829 "1109 $ 5.278$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.35 ! ! ... Not reviewed / Quality not known
Ann. Median 2.593! " ... Relative Uncertainty +/-10%
Annual Total 8889 ! $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 392.8 ! 0.019!
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1990
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.022$ 0.010$ 0.004$ 0.174$ 0.640$ 2.031$ 18.33 " 56.21 " 23.91 " 9.132" 15.02 " 0.436$ 1
2 0.026$ 0.007$ 0.006$ 0.157$ 0.558$ 1.774$ 21.91 " 59.17 " 21.17 " 8.608" 24.67 " 0.364$ 2
3 0.015$ 0.005$ 0.004$ 0.130$ 0.554$ 1.586$ 19.37 " 112.3 " 18.00 " 9.639" 30.85 " 0.303$ 3
4 0.014$ 0.003$ 0.008$ 0.132$ 0.637$ 1.441$ 17.49 " 147.3 " 15.85 " 16.02 " 25.00 " 0.250$ 4
5 0.013$ 0.002$ 0.018$ 0.215$ 0.616$ 1.376$ 14.62 " 203.6 " 14.33 " 19.88 " 15.99 " 0.242$ 5
6 0.010$ 0.001$ 0.011$ 0.319$ 0.715$ 1.531$ 13.11 " 179.9 " 13.05 " 18.45 " 10.20 " 0.248$ 6
7 0.006$ 0.000$ 0.005$ 0.272$ 0.642$ 1.897$ 11.07 " 139.2 " 11.92 " 25.04 " 6.955" 0.311$ 7
8 0.003$ 0.000$ 0.002$ 0.197$ 0.596$ 2.883$ 9.007" 100.1 " 10.34 " 31.32 " 5.175" 0.422$ 8
9 0.006$ 0.000 0.001$ 0.144$ 0.549$ 4.341" 7.537" 71.59 " 9.269" 33.96 " 4.183" 0.365$ 9
10 0.042$ 0.000 0.001$ 0.996$ 0.524$ 4.480" 6.824" 55.36 " 10.56 " 39.10 " 3.471" 0.278$ 10
11 0.037$ 0.000 0.000$ 5.520$ 0.536$ 6.594" 6.420" 49.83 " 13.28 " 89.30 " 2.880$ 0.206$ 11
12 0.024$ 0.000$ 0.000$ 3.722$ 0.588$ 5.781" 7.323" 48.16 " 12.28 " 97.04 " 2.418$ 0.149$ 12
13 0.045$ 0.000$ 0.000$ 2.221$ 0.640$ 5.990" 23.35 " 45.94 " 11.56 " 71.67 " 2.023$ 0.126$ 13
14 0.031$ 0.004$ 0.000$ 1.613$ 0.667$ 10.24 " 55.34 " 44.09 " 9.744" 92.45 " 1.859$ 0.113$ 14
15 0.028$ 0.030$ 0.000$ 1.207$ 5.633$ 16.51 " 42.76 " 41.86 " 8.172" 108.9 " 1.753$ 0.100$ 15
16 0.032$ 0.037$ 0.000 0.979$ 12.96 " 21.27 " 51.78 " 36.70 " 7.524" 70.99 " 2.301$ 0.085$ 16
17 0.027$ 0.041$ 0.000 0.807$ 4.988" 18.48 " 112.2 " 31.62 " 8.620" 56.04 " 5.722" 0.083$ 17
18 0.017$ 0.039$ 0.000 0.688$ 3.441$ 12.76 " 151.9 " 28.75 " 16.33 " 54.94 " 5.597" 0.065$ 18
19 0.004$ 0.034$ 0.000 0.664$ 2.678$ 10.18 " 77.76 " 34.10 " 36.85 " 50.70 " 4.661" 0.052$ 19
20 0.001$ 0.023$ 0.000 0.796$ 2.302$ 7.612" 49.48 " 44.11 " 40.55 " 48.76 " 3.811" 0.047$ 20
21 0.004$ 0.025$ 0.000 1.375$ 2.201$ 5.872" 247.5 & 50.70 " 29.31 " 40.80 " 3.022$ 0.046$ 21
22 0.006$ 0.022$ 0.000 1.201$ 2.094$ 4.939" 636.9 $ 52.59 " 22.27 " 33.14 " 2.486$ 0.052$ 22
23 0.003$ 0.025$ 0.000 0.933$ 1.926$ 4.409" 761.4 $ 42.65 " 21.14 " 26.78 " 2.010$ 0.035$ 23
24 0.001$ 0.030$ 0.000 0.875$ 1.682$ 4.129"1171 & 34.00 " 28.32 " 21.21 " 1.656$ 0.035$ 24
25 0.000$ 0.025$ 0.025$ 0.824$ 1.531$ 3.934"1509 & 29.68 " 39.46 " 16.03 " 1.359$ 0.030$ 25
26 0.000$ 0.019$ 0.116$ 0.897$ 1.462$ 3.655" 830.8 & 27.65 " 39.95 " 12.49 " 1.062$ 0.026$ 26
27 0.000 0.010$ 0.103$ 0.830$ 1.477$ 3.611" 337.8 " 25.70 " 27.41 " 10.28 " 0.861$ 0.021$ 27
28 0.000$ 0.005$ 0.079$ 0.856$ 1.617$ 3.581" 176.6 " 25.09 " 19.38 " 8.623" 0.683$ 0.018$ 28
29 0.017$ 0.064$ 1.017$ 2.029$ 4.128" 117.5 " 26.64 " 14.17 " 7.659" 0.585$ 0.019$ 29
30 0.017$ 0.239$ 0.825$ 2.571$ 9.489" 89.45 " 28.59 " 10.99 " 9.279" 0.504$ 0.020$ 30
31 0.012$ 0.236$ 2.458$ 72.71 " 25.74 " 12.65 " 0.017$ 31
Mean 0.015$ 0.014$ 0.030$ 1.020$ 1.985$ 6.217$ 215.1 & 61.25 " 18.86 " 37.13 " 6.292$ 0.147$
Median 0.013$ 0.009$ 0.001$ 0.828$ 1.477$ 4.375$ 51.78 & 44.11 " 15.09 " 26.78 " 2.951$ 0.085$
Maximum 0.045$ 0.041$ 0.239$ 5.520$ 12.96 $ 21.27 $1509 & 203.6 " 40.55 " 108.9 " 30.85 $ 0.436$
Minimum 0.000$ 0.000$ 0.000$ 0.130$ 0.524$ 1.376$ 6.420& 25.09 " 7.524" 7.659" 0.504$ 0.017$
Total 0.463$ 0.399$ 0.923$ 30.59 $ 61.52 $ 186.5 $6668 &1899 " 565.7 "1151 " 188.8 $ 4.564$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 29.47 & " ... Relative Uncertainty +/-10%
Ann. Median 1.926& $ ... Relative Uncertainty +/-20%
Annual Total 10757 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1509 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1991
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.014$ 0.000 0.000 0.021$ 0.065$ 1.382$ 14.34 " 205.9 " 55.55 " 19.98 " 1.828$ 0.314$ 1
2 0.044$ 0.000 0.000# 0.029$ 0.057$ 1.293$ 11.38 "1160 & 46.90 " 18.31 " 2.045$ 0.248$ 2
3 0.029$ 0.000 0.000# 0.025$ 0.051$ 1.333$ 12.52 "1170 & 41.35 " 15.73 " 2.887$ 0.200$ 3
4 0.020$ 0.000 0.000# 0.029$ 0.047$ 1.396$ 21.80 " 665.1 " 36.94 " 13.46 " 3.082$ 0.172$ 4
5 0.020$ 0.000 0.000# 0.034$ 0.065$ 1.677$ 36.64 " 448.1 " 32.62 " 11.41 " 8.518" 0.150$ 5
6 0.017$ 0.000 0.000# 0.043$ 0.076$ 1.186$ 30.57 " 314.9 " 29.03 " 9.750" 11.52 " 0.128$ 6
7 0.014$ 0.000 0.000# 0.046$ 0.065$ 0.953$ 35.71 " 189.4 " 27.04 " 8.726" 8.468" 0.109$ 7
8 0.018$ 0.000 0.000# 0.050$ 0.077$ 0.879$ 32.36 " 132.3 " 28.75 " 7.960" 6.230" 0.091$ 8
9 0.016$ 0.000 0.000$ 0.056$ 0.089$ 0.874$ 24.05 " 99.87 " 67.04 " 7.271" 5.083" 0.085$ 9
10 0.011$ 0.000 0.000$ 0.063$ 0.095$ 0.849$ 18.04 " 77.96 " 133.1 " 6.646" 4.142" 0.064$ 10
11 0.007$ 0.000 0.001$ 0.098$ 0.079$ 0.837$ 14.86 " 63.25 " 97.96 " 6.044" 3.391" 0.056$ 11
12 0.006$ 0.000 0.004$ 0.114$ 0.054$ 0.914$ 12.83 " 53.91 " 60.10 " 5.560" 2.927$ 0.053$ 12
13 0.006$ 0.000 0.007$ 0.088$ 0.040$ 0.972$ 10.69 " 48.14 " 46.28 " 5.108" 4.599$ 0.041$ 13
14 0.007$ 0.000 0.009$ 0.075$ 0.029$ 0.937$ 8.886" 43.03 " 72.80 " 4.588" 18.12 " 0.037$ 14
15 0.007$ 0.000 0.010$ 0.069$ 0.045$ 0.998$ 8.153" 36.75 " 227.5 " 4.194" 16.67 " 0.033$ 15
16 0.016$ 0.000 0.010$ 0.079$ 0.073$ 1.354$ 12.00 " 32.38 " 275.1 " 3.831" 12.15 " 0.025$ 16
17 0.019$ 0.000 0.010$ 0.082$ 0.092$ 3.823$ 24.97 " 28.83 " 240.0 " 3.446" 7.958" 0.019$ 17
18 0.019$ 0.000 0.010$ 0.084$ 0.042$ 5.178" 46.21 " 44.87 " 168.6 " 3.209" 5.992" 0.013$ 18
19 0.019$ 0.000 0.010$ 0.083$ 0.031$ 4.037" 55.01 " 105.9 " 305.3 " 4.554" 4.784" 0.010$ 19
20 0.018$ 0.000 0.011$ 0.082$ 0.038$ 3.166$ 176.7 $ 138.1 " 342.0 " 11.27 " 3.928" 0.008$ 20
21 0.016$ 0.000 0.012$ 0.136$ 0.324$ 2.714$2264 & 149.2 " 170.9 " 14.30 " 3.451$ 0.006$ 21
22 0.011$ 0.000 0.012$ 0.147$ 1.755$ 3.035$1440 & 94.98 " 109.4 " 10.12 " 2.569$ 0.007$ 22
23 0.006$ 0.000 0.013$ 0.147$ 1.797$ 5.763" 616.5 $ 66.18 " 74.00 " 7.443" 2.010$ 0.008$ 23
24 0.003$ 0.000 0.013$ 0.167$ 1.827$ 5.022" 332.4 " 51.55 " 51.69 " 5.683" 1.615$ 0.038$ 24
25 0.001$ 0.000 0.013$ 0.182$ 1.663$ 5.756" 319.6 " 43.70 " 40.56 " 4.612" 1.364$ 0.235$ 25
26 0.000$ 0.000 0.016$ 0.128$ 1.085$ 5.539" 195.8 " 54.45 " 33.17 " 3.835" 1.059$ 0.205$ 26
27 0.000$ 0.000 0.016$ 0.066$ 0.857$ 5.357" 150.8 " 137.3 " 27.44 " 3.272" 0.857$ 0.119$ 27
28 0.000$ 0.000 0.016$ 0.075$ 0.878$ 11.51 " 138.8 " 181.6 " 23.16 " 2.955$ 0.694$ 0.095$ 28
29 0.000 0.016$ 0.090$ 1.320$ 29.12 " 113.3 " 155.8 " 19.90 " 2.616$ 0.541$ 0.111$ 29
30 0.000 0.016$ 0.094$ 2.248$ 24.56 " 221.3 " 107.8 " 18.41 " 2.206$ 0.413$ 0.105$ 30
31 0.000 0.016$ 1.783$ 204.0 " 73.88 " 1.915$ 0.093$ 31
Mean 0.012$ 0.000 0.008$ 0.083$ 0.540$ 4.414$ 213.1 & 199.2 & 96.75 " 7.420$ 4.964$ 0.093$
Median 0.011$ 0.000 0.010$ 0.080$ 0.077$ 1.537$ 35.71 & 99.87 & 53.62 " 5.683$ 3.421$ 0.085$
Maximum 0.044$ 0.000 0.016$ 0.182$ 2.248$ 29.12 $2264 &1170 & 342.0 " 19.98 $ 18.12 $ 0.314$
Minimum 0.000$ 0.000 0.000$ 0.021$ 0.029$ 0.837$ 8.153& 28.83 & 18.41 " 1.915$ 0.413$ 0.006$
Total 0.363$ 0.000 0.239$ 2.480$ 16.75 $ 132.4 $6605 &6175 &2903 " 230.0 $ 148.9 $ 2.880$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 44.43 & " ... Relative Uncertainty +/-10%
Ann. Median 0.914& # ... Relative Uncertainty +/-15%
Annual Total 16216 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2264 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup 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 0.103$ 0.000 0.000 0.011$ 0.026$ 1.353$ 29.28 " 13.10 " 759.2 # 45.16 " 5.259" 12.10 " 1
2 0.075$ 0.000 0.000 0.013$ 0.033$ 1.610$ 42.83 " 20.37 " 662.3 " 39.44 " 4.623" 10.71 " 2
3 0.063$ 0.000 0.000 0.024$ 0.088$ 1.466$ 39.16 " 122.1 " 547.5 " 65.45 " 4.082" 10.03 " 3
4 0.059$ 0.000 0.000 0.030$ 0.206$ 1.317$ 42.09 " 173.1 " 694.9 " 103.0 " 3.586" 8.700" 4
5 0.046$ 0.000 0.000 0.028$ 0.159$ 1.218$ 33.96 " 119.1 " 470.0 " 85.88 " 3.152$ 6.746" 5
6 0.029$ 0.000 0.000 0.018$ 0.100$ 1.189$ 24.23 " 75.04 " 515.2 " 173.5 " 2.739$ 5.217" 6
7 0.013$ 0.000 0.000 0.014$ 0.093$ 1.125$ 20.31 " 61.29 " 375.3 " 878.2 & 3.083$ 4.060" 7
8 0.006$ 0.000$ 0.000 0.027$ 0.079$ 1.014$ 16.37 " 90.39 " 233.9 " 437.0 " 7.020" 3.616" 8
9 0.002$ 0.000$ 0.000 0.038$ 0.080$ 0.947$ 13.10 " 70.75 " 304.2 " 233.7 " 12.09 " 13.11 " 9
10 0.002$ 0.005$ 0.000 0.030$ 0.078$ 1.082$ 11.05 " 81.53 " 340.9 " 142.2 " 8.851" 49.99 " 10
11 0.010$ 0.009$ 0.000 0.025$ 0.076$ 2.729$ 9.946" 74.97 " 211.8 " 100.5 " 6.602" 35.11 " 11
12 0.009$ 0.012$ 0.000 0.021$ 0.065$ 3.181$ 8.864" 67.19 " 158.7 " 72.19 " 5.162" 21.64 " 12
13 0.005$ 0.036$ 0.000 0.018$ 0.064$ 2.165$ 11.12 " 58.19 " 119.6 " 51.83 " 4.033" 14.90 " 13
14 0.002$ 0.030$ 0.000 0.015$ 0.100$ 1.745$ 29.30 " 42.50 " 110.9 " 42.09 " 4.519" 15.48 " 14
15 0.000$ 0.022$ 0.000 0.013$ 0.306$ 1.563$ 58.88 " 37.26 " 111.5 " 38.50 " 16.53 " 14.18 " 15
16 0.000$ 0.014$ 0.000 0.016$ 0.430$ 1.561$ 35.48 " 103.6 " 103.3 " 35.40 " 29.45 " 9.851" 16
17 0.000$ 0.008$ 0.000 0.026$ 0.372$ 2.016$ 40.81 " 210.7 " 120.6 " 32.18 " 22.11 " 6.494" 17
18 0.000$ 0.006$ 0.000 0.034$ 0.325$ 2.086$ 77.59 " 138.5 " 286.9 " 28.11 " 16.89 " 4.674" 18
19 0.000$ 0.004$ 0.000 0.051$ 0.290$ 3.195$ 49.97 " 112.5 " 204.5 " 24.43 " 59.54 " 3.487$ 19
20 0.000$ 0.004$ 0.006$ 0.052$ 0.265$ 5.593" 33.41 " 90.50 " 130.7 " 20.70 " 504.5 $ 2.597$ 20
21 0.000$ 0.002$ 0.018$ 0.062$ 0.260$ 4.225" 30.99 " 62.87 " 97.28 " 16.93 " 920.2 $ 2.021$ 21
22 0.000$ 0.000$ 0.020$ 0.072$ 0.321$ 3.890" 23.95 " 45.25 " 99.48 " 14.23 " 382.4 " 1.599$ 22
23 0.000$ 0.000$ 0.022$ 0.063$ 0.895$ 3.207$ 17.45 " 34.80 " 121.1 " 12.37 " 188.9 " 1.324$ 23
24 0.000 0.000$ 0.025$ 0.031$ 6.414$ 4.520" 14.19 " 28.60 " 127.9 " 11.49 " 106.9 " 1.091$ 24
25 0.000 0.000 0.015$ 0.032$ 7.284" 4.632" 12.51 " 27.71 " 123.7 " 11.34 " 63.92 " 0.938$ 25
26 0.000 0.000 0.012$ 0.039$ 3.344$ 6.360" 11.34 " 50.78 " 88.43 " 10.87 " 42.35 " 0.779$ 26
27 0.000 0.000 0.010$ 0.062$ 2.219$ 11.24 " 11.66 " 139.6 " 77.36 " 10.23 " 29.91 " 0.626$ 27
28 0.000 0.000 0.009$ 0.050$ 1.812$ 17.89 " 14.42 " 667.2 & 80.03 " 9.617" 22.39 " 0.511$ 28
29 0.000 0.000 0.012$ 0.018$ 1.453$ 30.41 " 21.09 " 935.1 & 66.29 " 8.209" 16.75 " 0.394$ 29
30 0.000 0.011$ 0.016$ 1.286$ 28.64 " 22.28 " 507.6 " 53.06 " 6.860" 14.10 " 0.290$ 30
31 0.000 0.010$ 1.232$ 17.14 " 494.9 # 6.014" 0.222$ 31
Mean 0.014$ 0.005$ 0.005$ 0.032$ 0.960$ 5.106$ 26.60 " 153.5 & 246.5 # 89.28 & 83.72 $ 8.467$
Median 0.000$ 0.000$ 0.000$ 0.028$ 0.265$ 2.125$ 22.28 " 75.04 & 129.3 # 35.40 & 15.31 $ 4.674$
Maximum 0.103$ 0.036$ 0.025$ 0.072$ 7.284$ 30.41 $ 77.59 " 935.1 & 759.2 # 878.2 & 920.2 $ 49.99 $
Minimum 0.000$ 0.000$ 0.000$ 0.011$ 0.026$ 0.947$ 8.864" 13.10 & 53.06 # 6.014& 2.739$ 0.222$
Total 0.424$ 0.153$ 0.170$ 0.952$ 29.76 $ 153.2 $ 824.8 "4757 &7396 #2768 &2512 $ 262.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 51.11 & " ... Relative Uncertainty +/-10%
Ann. Median 3.201& # ... Relative Uncertainty +/-15%
Annual Total 18704 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 935.1 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1993
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.183$ 0.035$ 0.000 0.199$ 0.632$ 65.91 " 29.45 " 151.0 " 333.6 " 19.05 " 8.562" 1.103$ 1
2 0.221$ 0.029$ 0.000 0.189$ 2.372$ 39.94 " 109.6 " 130.5 " 225.2 " 71.97 " 7.160" 0.972$ 2
3 0.241$ 0.011$ 0.000 0.225$ 2.859$ 27.99 " 250.1 " 84.24 " 148.5 " 145.1 " 6.142" 0.880$ 3
4 0.213$ 0.006$ 0.000 0.210$ 2.854$ 21.40 " 134.5 " 60.97 " 129.5 " 124.9 " 5.403" 0.748$ 4
5 0.188$ 0.005$ 0.000 0.199$ 4.225$ 16.02 " 267.9 " 79.06 " 162.2 " 80.42 " 4.846" 0.595$ 5
6 0.182$ 0.007$ 0.000 0.197$ 3.315$ 12.61 " 160.3 " 158.4 " 138.1 " 51.57 " 4.455" 0.508$ 6
7 0.097$ 0.005$ 0.000 0.285$ 2.186$ 10.23 " 86.55 " 417.7 " 133.1 " 67.22 " 4.175" 0.405$ 7
8 0.052$ 0.001$ 0.000 0.276$ 1.578$ 8.728" 55.25 " 248.6 " 134.4 " 89.96 " 3.858" 0.309$ 8
9 0.046$ 0.001$ 0.000 0.312$ 1.354$ 8.783" 41.65 " 190.8 " 119.4 " 73.44 " 3.756" 0.225$ 9
10 0.051$ 0.000$ 0.000 0.342$ 1.249$ 21.69 " 46.75 " 194.4 " 91.95 " 57.15 " 4.389" 0.189$ 10
11 0.034$ 0.000$ 0.000 0.331$ 1.120$ 46.18 " 210.0 " 120.5 " 65.06 " 46.33 " 5.356" 0.152$ 11
12 0.030$ 0.000 0.000 0.691$ 1.065$ 38.30 " 600.3 " 89.11 " 54.91 " 36.12 " 5.737" 0.125$ 12
13 0.035$ 0.000 0.000 0.462$ 1.030$ 26.79 " 317.5 " 101.4 " 74.45 " 28.30 " 4.772" 0.103$ 13
14 0.033$ 0.000 0.000 0.413$ 0.955$ 19.90 " 229.9 " 106.7 " 71.53 " 23.17 " 3.894" 0.085$ 14
15 0.036$ 0.000 0.000 0.374$ 0.892$ 15.10 " 167.6 " 118.8 " 55.11 " 19.37 " 3.518$ 0.101$ 15
16 0.030$ 0.000 0.000 0.304$ 0.856$ 13.87 " 135.3 " 184.0 " 49.26 " 32.02 " 10.28 " 0.066$ 16
17 0.026$ 0.000 0.000 0.239$ 0.854$ 15.76 " 130.7 " 144.3 " 68.78 " 51.73 " 62.82 " 0.049$ 17
18 0.021$ 0.000 0.000 0.209$ 3.210$ 20.57 " 101.2 " 93.19 " 117.7 " 56.59 " 36.46 " 0.038$ 18
19 0.029$ 0.000 0.000 0.280$ 9.843" 28.10 " 69.58 " 65.37 " 202.2 " 44.50 " 28.14 " 0.042$ 19
20 0.029$ 0.000 0.172$ 0.352$ 7.820" 29.74 " 50.72 " 49.81 " 189.4 " 31.79 " 18.74 " 0.038$ 20
21 0.018$ 0.000 0.267$ 0.334$ 10.84 " 27.69 " 41.16 " 41.07 " 122.1 " 25.65 " 13.02 " 0.032$ 21
22 0.019$ 0.000 0.126$ 0.340$ 6.917" 24.41 " 36.14 " 33.78 " 77.70 " 24.34 " 9.379" 0.025$ 22
23 0.034$ 0.000 0.071$ 0.297$ 5.230" 18.63 " 36.91 " 28.74 " 51.79 " 21.69 " 6.580" 0.021$ 23
24 0.048$ 0.000 0.103$ 0.240$ 4.262" 14.58 " 42.62 " 25.49 " 37.49 " 17.67 " 4.854" 0.021$ 24
25 0.045$ 0.000 0.273$ 0.192$ 3.669" 12.57 " 42.92 " 42.37 " 29.08 " 14.16 " 3.723" 0.021$ 25
26 0.035$ 0.000 0.263$ 0.174$ 3.198$ 11.81 " 36.07 " 337.0 " 24.57 " 11.80 " 2.711$ 0.020$ 26
27 0.029$ 0.000 0.259$ 0.178$ 2.773$ 13.13 " 30.86 " 502.6 " 21.02 " 11.38 " 2.115$ 0.023$ 27
28 0.021$ 0.000 0.199$ 0.175$ 5.665$ 21.63 " 29.97 " 266.6 " 18.08 " 13.51 " 1.708$ 0.026$ 28
29 0.018$ 0.183$ 0.183$ 44.26 " 31.43 " 46.86 " 154.7 " 16.94 " 14.54 " 1.456$ 0.015$ 29
30 0.016$ 0.187$ 0.234$ 128.7 " 29.78 " 188.3 " 180.3 " 16.78 " 12.44 " 1.290$ 0.012$ 30
31 0.022$ 0.203$ 118.2 " 170.5 " 344.0 " 10.48 " 0.012$ 31
Mean 0.067$ 0.004$ 0.074$ 0.281$ 12.39 $ 23.11 " 125.7 " 153.1 " 99.33 " 42.85 " 9.310$ 0.225$
Median 0.034$ 0.000$ 0.000$ 0.258$ 2.859$ 20.99 " 86.55 " 120.5 " 76.08 " 31.79 " 4.850$ 0.066$
Maximum 0.241$ 0.035$ 0.273$ 0.691$ 128.7 $ 65.91 " 600.3 " 502.6 " 333.6 " 145.1 " 62.82 $ 1.103$
Minimum 0.016$ 0.000$ 0.000$ 0.174$ 0.632$ 8.728" 29.45 " 25.49 " 16.78 " 10.48 " 1.290$ 0.012$
Total 2.080$ 0.100$ 2.307$ 8.435$ 384.0 $ 693.3 "3897 "4745 "2980 "1328 " 279.3 $ 6.961$
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 4.225$ $ ... Relative Uncertainty +/-20%
Annual Total 14327 $
Maximum Minimum
Daily 600.3 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1994
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.009$ 0.000 0.000 0.000 0.000 29.09 " 25.38 " 23.01 " 11.00 " 6.762" 2.076$ 0.478$ 1
2 0.006$ 0.000 0.000 0.000 0.000 35.80 " 57.88 " 20.93 " 18.38 " 8.203" 1.879$ 0.391$ 2
3 0.005$ 0.000 0.000 0.000 0.000 92.35 " 65.60 " 19.22 " 58.05 " 21.09 " 1.670$ 0.304$ 3
4 0.006$ 0.000 0.000 0.000 0.000 118.3 " 44.41 " 62.01 " 72.76 " 35.62 " 1.464$ 0.232$ 4
5 0.006$ 0.000 0.000 0.000 0.000 85.83 " 33.28 " 297.2 " 47.23 " 23.34 " 1.295$ 0.192$ 5
6 0.009$ 0.000 0.000 0.000 0.000 53.59 " 40.03 " 214.5 " 33.06 " 17.42 " 1.177$ 0.159$ 6
7 0.006$ 0.000 0.000 0.000 0.000 32.99 " 73.34 " 135.3 " 25.27 " 17.50 " 1.043$ 0.125$ 7
8 0.005$ 0.000 0.000 0.000 0.000 24.01 " 68.61 " 87.13 " 19.79 " 14.64 " 0.897$ 0.115$ 8
9 0.004$ 0.000 0.000 0.000 0.000 19.64 " 97.52 " 56.70 " 16.11 " 11.08 " 0.718$ 0.118$ 9
10 0.002$ 0.000 0.000 0.000 0.000 17.28 " 80.26 " 52.98 " 15.39 " 8.332" 0.555$ 0.124$ 10
11 0.001$ 0.000 0.000 0.000 0.214$ 17.56 " 83.99 " 99.00 " 27.54 " 6.768" 0.466$ 0.144$ 11
12 0.000$ 0.000 0.000 0.000 0.534$ 16.29 " 77.21 " 208.1 " 41.31 " 5.892" 0.412$ 0.150$ 12
13 0.000$ 0.000 0.000 0.000 0.186$ 15.04 " 50.83 " 182.9 " 33.79 " 5.447" 0.387$ 0.149$ 13
14 0.000$ 0.000 0.000 0.000 0.142$ 16.71 " 41.70 " 120.4 " 26.76 " 11.22 " 0.317$ 0.120$ 14
15 0.000$ 0.000 0.000 0.000 0.230$ 19.83 " 36.11 " 77.20 " 22.59 " 45.97 " 0.250$ 0.113$ 15
16 0.000$ 0.000 0.000 0.000 0.328$ 18.65 " 30.66 " 52.22 " 18.84 " 54.12 " 0.208$ 0.099$ 16
17 0.000 0.000 0.000 0.000 0.381$ 13.66 " 29.78 " 40.72 " 15.51 " 39.79 " 0.189$ 0.076$ 17
18 0.000 0.000 0.000 0.000 0.260$ 11.35 " 46.84 " 36.27 " 13.00 " 24.90 " 0.199$ 0.055$ 18
19 0.000 0.000 0.000 0.000 0.163$ 10.88 " 44.50 " 35.23 " 10.80 " 16.06 " 0.197$ 0.035$ 19
20 0.000 0.000 0.000 0.000 0.357$ 12.24 " 35.29 " 33.15 " 9.035" 11.55 " 0.165$ 0.021$ 20
21 0.000 0.000 0.000 0.000 0.600$ 17.21 " 28.24 " 28.09 " 7.709" 8.791" 0.211$ 0.011$ 21
22 0.000 0.000 0.000 0.000 2.328$ 45.53 " 28.81 " 25.55 " 6.536" 6.846" 0.237$ 0.005$ 22
23 0.000 0.000 0.000 0.000 3.162$ 95.76 " 39.75 " 24.00 " 5.711" 5.321" 0.218$ 0.002$ 23
24 0.000 0.000 0.000 0.000 3.367$ 59.03 " 43.37 " 22.72 " 5.093" 4.498" 0.227$ 0.000$ 24
25 0.000 0.000 0.000 0.000 5.544" 43.41 " 41.73 " 19.77 " 4.606" 4.320" 0.333$ 0.000$ 25
26 0.000 0.000 0.000 0.000 3.100$ 41.60 " 33.93 " 16.66 " 4.276" 4.137" 0.537$ 0.000 26
27 0.000 0.000 0.000 0.000 1.771$ 31.93 " 26.62 " 14.34 " 3.957" 4.078" 0.687$ 0.000 27
28 0.000 0.000 0.000 0.000 1.300$ 26.66 " 22.45 " 12.35 " 3.663" 3.834" 1.270$ 0.000 28
29 0.000 0.000 0.000 3.333$ 25.45 " 20.26 " 10.92 " 3.620" 3.168$ 0.924$ 0.000 29
30 0.000 0.000 0.000 20.82 " 23.44 " 22.05 " 10.28 " 4.445" 2.738$ 0.621$ 0.000 30
31 0.000 0.000 20.66 " 23.85 " 10.21 " 2.355$ 0.000 31
Mean 0.002$ 0.000 0.000 0.000 2.219$ 35.70 " 44.98 " 66.10 " 19.53 " 14.06 $ 0.694$ 0.104$
Median 0.000$ 0.000 0.000 0.000 0.260$ 24.73 " 40.03 " 35.23 " 15.45 " 8.332$ 0.501$ 0.099$
Maximum 0.009$ 0.000 0.000 0.000 20.82 $ 118.3 " 97.52 " 297.2 " 72.76 " 54.12 $ 2.076$ 0.478$
Minimum 0.000$ 0.000 0.000 0.000 0.000$ 10.88 " 20.26 " 10.21 " 3.620" 2.355$ 0.165$ 0.000$
Total 0.060$ 0.000 0.000 0.000 68.78 $1071 "1394 "2049 " 585.9 " 435.8 $ 20.83 $ 3.218$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.42 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.412$ $ ... Relative Uncertainty +/-20%
Annual Total 5629 $
Maximum Minimum
Daily 297.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1995
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.947$ 4.684" 102.9 " 40.97 " 39.41 " 19.58 " 1.205$ 1
2 0.000 0.000 0.000 0.000 0.000 0.870$ 4.764" 81.51 " 40.26 " 46.28 " 31.51 " 1.074$ 2
3 0.000 0.000 0.000 0.000 0.000 0.804$ 4.539" 59.76 " 87.92 " 32.20 " 60.33 " 0.897$ 3
4 0.000 0.000 0.000 0.000 0.000 0.825$ 4.343" 41.06 " 598.2 " 22.36 " 62.20 " 0.746$ 4
5 0.000 0.000 0.000 0.000 0.000 0.999$ 4.088" 30.34 " 451.6 " 16.72 " 38.92 " 0.615$ 5
6 0.000 0.000 0.000 0.000 0.000 1.249$ 3.731" 24.45 " 255.4 " 13.61 " 25.05 " 0.513$ 6
7 0.000 0.000 0.000 0.000 0.000 2.135$ 3.755" 19.97 " 630.9 " 13.69 " 17.35 " 0.441$ 7
8 0.000 0.000 0.000 0.000 0.000 1.977$ 11.81 " 16.79 " 317.2 " 12.98 " 15.01 " 0.378$ 8
9 0.000 0.000 0.000 0.000 0.000 3.108$ 54.65 " 17.99 " 163.3 " 12.00 " 19.26 " 0.299$ 9
10 0.000 0.000 0.000 0.000 0.000 5.550" 108.4 " 22.44 " 109.6 " 11.25 " 31.37 " 0.223$ 10
11 0.000 0.000 0.000 0.000 0.010$ 3.257$ 82.26 " 26.70 " 77.76 " 12.64 " 25.20 " 0.163$ 11
12 0.000 0.000 0.000 0.000 0.204$ 2.284$ 55.87 " 28.55 " 55.64 " 12.48 " 16.53 " 0.128$ 12
13 0.000 0.000 0.000 0.000 0.406$ 2.004$ 71.85 " 63.80 " 44.79 " 11.17 " 11.45 " 0.113$ 13
14 0.000 0.000 0.000 0.000 0.175$ 3.184$ 65.04 " 116.0 " 37.19 " 9.699" 8.322" 0.108$ 14
15 0.000 0.000 0.000 0.000 0.093$ 3.511$ 42.77 " 74.00 " 32.07 " 7.838" 6.478" 0.092$ 15
16 0.000 0.000 0.000 0.000 0.074$ 2.400$ 37.62 " 43.61 " 28.15 " 6.527" 5.253" 0.088$ 16
17 0.000 0.000 0.000 0.000 0.115$ 2.048$ 40.87 " 40.53 " 25.09 " 7.102" 4.360" 0.058$ 17
18 0.000 0.000 0.000 0.000 0.151$ 1.979$ 36.27 " 85.15 " 22.24 " 23.13 " 3.605" 0.046$ 18
19 0.000 0.000 0.000 0.000 0.089$ 1.859$ 28.38 " 69.65 " 19.40 " 52.75 " 3.094$ 0.053$ 19
20 0.000 0.000 0.000 0.000 0.074$ 1.818$ 28.86 " 46.31 " 19.72 " 57.53 " 2.539$ 0.089$ 20
21 0.000 0.000 0.000 0.000 0.289$ 1.714$ 106.7 " 47.91 " 21.24 " 32.52 " 2.059$ 0.073$ 21
22 0.000 0.000 0.000 0.000 0.469$ 1.871$ 200.2 " 40.42 " 19.87 " 20.23 " 1.661$ 0.105$ 22
23 0.000 0.000 0.000 0.000 1.263$ 2.411$ 99.94 " 33.36 " 16.97 " 13.79 " 1.378$ 0.186$ 23
24 0.000 0.000 0.000 0.000 2.719$ 2.829$ 59.18 " 36.93 " 15.08 " 10.27 " 1.158$ 1.310$ 24
25 0.000 0.000 0.000 0.000 2.704$ 4.069" 45.43 " 47.04 " 13.33 " 7.788" 1.805$ 1.774$ 25
26 0.000 0.000 0.000 0.000 2.054$ 7.505" 53.12 " 48.11 " 11.44 " 6.207" 2.740$ 1.653$ 26
27 0.000 0.000 0.000 0.000 1.354$ 7.350" 49.50 " 43.44 " 9.913" 5.272" 2.538$ 1.695$ 27
28 0.000 0.000 0.000 0.000 1.217$ 5.880" 44.21 " 35.66 " 8.964" 4.562" 2.246$ 1.546$ 28
29 0.000 0.000 0.000 1.125$ 4.957" 46.48 " 28.09 " 10.23 " 4.143" 1.794$ 1.396$ 29
30 0.000 0.000 0.000 1.479$ 4.517" 117.3 " 27.33 " 16.52 " 4.570" 1.465$ 1.501$ 30
31 0.000 0.000 1.154$ 147.8 " 32.29 " 12.00 " 1.350$ 31
Mean 0.000 0.000 0.000 0.000 0.555$ 2.864$ 53.69 " 46.19 " 106.7 " 17.51 " 14.21 $ 0.643$
Median 0.000 0.000 0.000 0.000 0.115$ 2.210$ 45.43 " 40.53 " 30.11 " 12.48 " 5.865$ 0.378$
Maximum 0.000 0.000 0.000 0.000 2.719$ 7.505$ 200.2 " 116.0 " 630.9 " 57.53 " 62.20 $ 1.774$
Minimum 0.000 0.000 0.000 0.000 0.000$ 0.804$ 3.731" 16.79 " 8.964" 4.143" 1.158$ 0.046$
Total 0.000 0.000 0.000 0.000 17.22 $ 85.91 $1664 "1432 "3201 " 542.7 " 426.3 $ 19.92 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.25 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.479$ $ ... Relative Uncertainty +/-20%
Annual Total 7390 $
Maximum Minimum
Daily 630.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup 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 1.036$ 0.011$ 0.000 0.000 0.038$ 0.222$ 2.453$ 194.9 " 53.61 " 391.3 " 19.05 " 3.264$ 1
2 0.751$ 0.007$ 0.000 0.000 0.030$ 0.195$ 2.300$ 160.9 " 47.87 " 215.2 " 14.85 " 3.155$ 2
3 0.553$ 0.006$ 0.000 0.000 0.017$ 0.218$ 3.323$ 130.9 " 41.73 " 142.4 " 12.00 " 2.175$ 3
4 0.409$ 0.003$ 0.000 0.000$ 0.023$ 0.208$ 4.509" 171.2 " 36.00 " 102.8 " 9.972" 1.661$ 4
5 0.316$ 0.001$ 0.000 0.001$ 0.031$ 0.201$ 3.623" 262.5 " 29.65 " 77.45 " 8.310" 1.310$ 5
6 0.207$ 0.000$ 0.000 0.001$ 0.024$ 0.242$ 2.773$ 184.9 " 26.46 " 58.73 " 7.255" 1.039$ 6
7 0.128$ 0.000$ 0.000 0.001$ 0.022$ 0.312$ 2.513$ 144.7 " 24.72 " 45.53 " 6.962" 0.845$ 7
8 0.088$ 0.000$ 0.000 0.001$ 0.022$ 0.446$ 5.143" 152.3 " 23.35 " 36.02 " 6.012" 0.655$ 8
9 0.067$ 0.000$ 0.000 0.000$ 0.024$ 0.418$ 5.800" 108.4 " 20.58 " 30.59 " 4.935" 0.524$ 9
10 0.052$ 0.000 0.000 0.000$ 0.037$ 0.617$ 4.043" 72.55 " 31.06 " 30.58 " 4.200" 0.436$ 10
11 0.037$ 0.000 0.000 0.003$ 0.034$ 0.735$ 3.054$ 70.18 " 285.2 " 52.48 " 3.521" 0.970$ 11
12 0.024$ 0.000 0.000 0.005$ 0.024$ 0.836$ 2.612$ 108.1 " 311.2 " 89.23 " 3.011$ 33.62 " 12
13 0.024$ 0.000 0.000 0.009$ 0.021$ 1.161$ 2.368$ 129.7 " 154.7 " 70.70 " 2.578$ 255.3 " 13
14 0.019$ 0.000 0.000 0.012$ 0.020$ 0.856$ 2.295$ 213.2 " 98.39 " 43.13 " 2.215$ 171.9 " 14
15 0.012$ 0.000 0.000 0.011$ 0.028$ 0.636$ 2.319$ 160.3 " 252.5 " 33.77 " 3.179$ 87.21 " 15
16 0.011$ 0.000 0.000 0.012$ 0.047$ 0.595$ 2.451$ 136.6 " 399.5 " 30.07 " 7.785" 46.18 " 16
17 0.011$ 0.000 0.000 0.010$ 0.068$ 1.148$ 5.583$ 96.81 " 206.3 " 29.25 " 10.36 " 28.20 " 17
18 0.012$ 0.000 0.000 0.007$ 0.071$ 3.531$ 16.32 " 63.64 " 141.7 " 25.99 " 8.373" 18.18 " 18
19 0.016$ 0.000 0.000 0.007$ 0.071$ 3.388$ 43.53 " 46.41 " 197.2 " 22.69 " 6.022" 11.94 " 19
20 0.015$ 0.000 0.000 0.009$ 0.061$ 2.538$ 44.26 " 38.61 " 185.0 " 19.10 " 4.583" 8.153" 20
21 0.012$ 0.000 0.000 0.008$ 0.055$ 2.551$ 30.78 " 42.68 " 116.0 " 25.53 " 3.679" 5.707" 21
22 0.009$ 0.000 0.000 0.009$ 0.087$ 2.542$ 36.64 " 64.77 " 302.3 # 103.9 " 2.824$ 4.346" 22
23 0.005$ 0.000 0.000 0.020$ 0.101$ 2.085$ 160.7 " 62.78 " 662.1 $ 215.5 " 2.188$ 3.456" 23
24 0.002$ 0.000 0.000 0.024$ 0.096$ 1.672$ 144.0 " 54.68 " 300.2 " 600.0 # 1.614$ 2.810$ 24
25 0.002$ 0.000 0.000 0.028$ 0.072$ 1.419$ 293.7 " 63.26 " 162.5 " 580.9 # 1.269$ 2.210$ 25
26 0.001$ 0.000 0.000 0.038$ 0.074$ 1.140$ 184.3 " 62.03 " 108.2 " 217.7 " 1.003$ 1.750$ 26
27 0.000$ 0.000 0.000 0.048$ 0.077$ 1.216$ 114.5 " 44.72 " 130.5 " 112.5 " 0.809$ 1.461$ 27
28 0.000$ 0.000 0.000 0.046$ 0.087$ 2.075$ 262.1 " 41.88 " 530.4 & 64.59 " 0.688$ 1.219$ 28
29 0.000$ 0.000 0.000 0.043$ 0.098$ 2.786$ 217.4 " 85.10 " 989.8 & 42.42 " 0.598$ 1.047$ 29
30 0.017$ 0.000 0.041$ 0.110$ 2.229$ 138.7 " 122.3 " 577.2 " 31.53 " 1.103$ 0.900$ 30
31 0.017$ 0.000 0.510$ 157.7 " 75.55 " 24.84 " 0.752$ 31
Mean 0.124$ 0.001$ 0.000 0.013$ 0.067$ 1.274$ 61.35 $ 108.6 " 214.9 & 115.0 # 5.365$ 22.66 $
Median 0.017$ 0.000$ 0.000 0.009$ 0.047$ 0.998$ 5.583$ 96.81 " 148.2 & 52.48 # 3.940$ 2.210$
Maximum 1.036$ 0.011$ 0.000 0.048$ 0.510$ 3.531$ 293.7 $ 262.5 " 989.8 & 600.0 # 19.05 $ 255.3 $
Minimum 0.000$ 0.000$ 0.000 0.000$ 0.017$ 0.195$ 2.295$ 38.61 " 20.58 & 19.10 # 0.598$ 0.436$
Total 3.851$ 0.029$ 0.000 0.394$ 2.079$ 38.22 $1902 $3366 "6446 &3566 # 160.9 $ 702.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 44.23 & " ... Relative Uncertainty +/-10%
Ann. Median 1.155& # ... Relative Uncertainty +/-15%
Annual Total 16188 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 989.8 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.594$ 0.000 0.028$ 0.068$ 0.075$ 0.953$ 2.384$ 10.60 " 50.73 " 12.16 " 1.105$ 0.239$ 1
2 0.457$ 0.000 0.022$ 0.048$ 0.068$ 1.377$ 2.074$ 8.711" 59.08 " 11.80 " 1.031$ 0.182$ 2
3 0.347$ 0.000 0.020$ 0.032$ 0.069$ 2.608$ 1.917$ 7.596" 139.2 " 11.35 " 0.923$ 0.198$ 3
4 0.265$ 0.000 0.017$ 0.025$ 0.056$ 3.584$ 1.837$ 7.890" 165.5 " 11.04 " 0.830$ 0.156$ 4
5 0.197$ 0.000 0.014$ 0.021$ 0.050$ 5.783" 1.813$ 19.46 " 127.1 " 10.36 " 0.787$ 0.780$ 5
6 0.146$ 0.000 0.013$ 0.027$ 0.045$ 6.519" 2.003$ 42.49 " 152.9 " 9.049" 0.683$ 1.116$ 6
7 0.114$ 0.000 0.013$ 0.047$ 0.035$ 4.514" 3.808$ 57.58 " 397.0 " 7.949" 0.598$ 0.970$ 7
8 0.078$ 0.000 0.010$ 0.040$ 0.027$ 3.214$ 17.40 " 44.36 " 194.0 " 6.913" 0.588$ 0.806$ 8
9 0.070$ 0.000 0.009$ 0.034$ 0.023$ 3.931$ 39.95 " 41.05 " 114.1 " 6.497" 0.595$ 0.554$ 9
10 0.045$ 0.000 0.010$ 0.034$ 0.021$ 5.547" 45.92 " 90.02 " 87.03 " 9.681" 0.527$ 0.371$ 10
11 0.032$ 0.000 0.009$ 0.024$ 0.045$ 4.495" 28.02 " 124.9 " 98.16 " 16.12 " 0.526$ 0.258$ 11
12 0.030$ 0.000 0.007$ 0.024$ 0.092$ 4.163" 18.15 " 96.91 " 164.2 " 14.29 " 0.512$ 0.178$ 12
13 0.029$ 0.000 0.008$ 0.025$ 0.055$ 4.396" 25.04 " 64.38 " 827.9 $ 11.60 " 0.482$ 0.124$ 13
14 0.021$ 0.000 0.009$ 0.020$ 0.048$ 4.328" 76.34 " 45.30 " 584.0 " 8.961" 0.670$ 0.084$ 14
15 0.021$ 0.000 0.009$ 0.014$ 0.054$ 3.501" 81.97 " 41.22 " 332.8 " 7.186" 0.699$ 0.059$ 15
16 0.028$ 0.000 0.066$ 0.013$ 0.082$ 3.016$ 43.39 " 48.75 " 196.6 " 6.094" 0.648$ 0.046$ 16
17 0.030$ 0.000 0.091$ 0.014$ 0.060$ 2.606$ 27.36 " 45.66 " 122.5 " 5.476" 0.559$ 0.037$ 17
18 0.033$ 0.000 0.085$ 0.015$ 0.255$ 2.263$ 19.39 " 48.78 " 80.23 " 4.802" 0.477$ 0.029$ 18
19 0.047$ 0.000 0.073$ 0.017$ 1.012$ 2.631$ 14.32 " 44.38 " 59.92 " 4.135" 0.393$ 0.024$ 19
20 0.091$ 0.000 0.057$ 0.038$ 1.645$ 4.254$ 11.42 " 31.18 " 55.95 " 3.519" 0.347$ 0.022$ 20
21 0.062$ 0.000 0.019$ 0.044$ 1.483$ 4.010" 9.349" 23.82 " 52.13 " 3.040$ 0.772$ 0.017$ 21
22 0.030$ 0.000 0.015$ 0.037$ 1.021$ 4.002" 7.874" 20.80 " 42.92 " 2.626$ 1.851$ 0.012$ 22
23 0.026$ 0.000$ 0.025$ 0.039$ 0.938$ 4.225" 7.022" 22.81 " 33.65 " 2.316$ 2.463$ 0.008$ 23
24 0.025$ 0.059$ 0.025$ 0.037$ 0.875$ 4.168" 6.572" 24.38 " 27.90 " 2.144$ 1.605$ 0.003$ 24
25 0.020$ 0.385$ 0.017$ 0.030$ 1.728$ 3.879" 7.654" 20.51 " 24.88 " 2.086$ 1.071$ 0.001$ 25
26 0.018$ 0.127$ 0.021$ 0.030$ 2.141$ 3.308$ 13.94 " 15.96 " 22.12 " 1.898$ 0.818$ 0.001$ 26
27 0.016$ 0.072$ 0.017$ 0.047$ 1.624$ 3.002$ 17.24 " 14.89 " 19.23 " 1.836$ 0.625$ 0.000$ 27
28 0.011$ 0.044$ 0.014$ 0.035$ 1.265$ 3.078$ 20.34 " 24.65 " 16.53 " 1.490$ 0.513$ 0.000$ 28
29 0.004$ 0.036$ 0.026$ 1.111$ 2.791$ 18.57 " 77.50 " 14.65 " 1.293$ 0.417$ 0.000 29
30 0.000$ 0.092$ 0.054$ 1.066$ 2.603$ 16.18 " 167.5 " 12.84 " 1.169$ 0.326$ 0.000 30
31 0.000$ 0.068$ 1.081$ 13.22 " 87.41 " 1.058$ 0.000 31
Mean 0.093$ 0.024$ 0.030$ 0.032$ 0.586$ 3.625$ 19.43 $ 45.85 " 142.5 $ 6.450$ 0.781$ 0.202$
Median 0.030$ 0.000$ 0.017$ 0.031$ 0.082$ 3.731$ 14.32 $ 41.22 " 83.63 $ 6.094$ 0.636$ 0.046$
Maximum 0.594$ 0.385$ 0.092$ 0.068$ 2.141$ 6.519$ 81.97 $ 167.5 " 827.9 $ 16.12 $ 2.463$ 1.116$
Minimum 0.000$ 0.000$ 0.007$ 0.013$ 0.021$ 0.953$ 1.813$ 7.596" 12.84 $ 1.058$ 0.326$ 0.000$
Total 2.887$ 0.686$ 0.919$ 0.960$ 18.15 $ 108.7 $ 602.5 $1421 "4276 $ 199.9 $ 23.44 $ 6.275$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.25 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.683$ $ ... Relative Uncertainty +/-20%
Annual Total 6662 $
Maximum Minimum
Daily 827.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.192$ 0.625$ 1.140$ 15.54 " 56.60 " 225.2 " 76.24 " 2.983$ 0.378$ 1
2 0.000 0.000 0.000 0.139$ 0.631$ 1.097$ 11.92 " 107.7 " 164.1 " 102.2 " 2.506$ 0.564$ 2
3 0.000 0.000 0.000 0.085$ 0.646$ 1.091$ 9.969" 85.43 " 402.8 " 90.16 " 2.295$ 1.856$ 3
4 0.000 0.000 0.000 0.090$ 0.512$ 1.264$ 10.49 " 56.98 "1424 & 60.43 " 2.091$ 1.658$ 4
5 0.000 0.000 0.000 0.112$ 0.537$ 2.798$ 23.18 " 46.87 " 685.2 $ 43.55 " 1.980$ 1.063$ 5
6 0.000 0.000 0.000 0.157$ 0.535$ 5.320" 49.34 " 54.36 " 331.0 " 35.28 " 1.784$ 0.743$ 6
7 0.000 0.000 0.000 0.146$ 0.430$ 3.745" 111.0 " 91.70 " 188.6 " 31.88 " 1.531$ 0.548$ 7
8 0.000 0.000 0.000 0.073$ 0.367$ 3.405" 140.7 " 60.66 " 125.1 " 30.84 " 1.405$ 0.382$ 8
9 0.000 0.000 0.000 0.078$ 1.947$ 4.345" 95.09 " 40.55 " 86.78 " 27.90 " 1.281$ 0.265$ 9
10 0.000 0.000 0.000 0.082$ 6.279" 5.187" 58.70 " 31.99 " 64.68 " 24.63 " 1.108$ 0.251$ 10
11 0.000 0.000 0.000 0.134$ 2.796$ 8.503" 40.22 " 32.17 " 62.57 " 21.45 " 0.957$ 0.290$ 11
12 0.000 0.000 0.000 0.100$ 1.967$ 11.08 " 29.66 " 39.73 " 70.42 " 19.12 " 0.822$ 0.242$ 12
13 0.000 0.000 0.000 0.062$ 1.661$ 6.728" 23.60 " 42.12 " 121.4 " 18.12 " 0.711$ 0.194$ 13
14 0.000 0.000 0.000 0.050$ 1.414$ 6.215" 19.15 " 36.83 " 196.1 " 17.70 " 0.656$ 0.133$ 14
15 0.000 0.000 0.000$ 0.045$ 1.279$ 5.868" 15.88 " 31.57 " 136.2 " 15.77 " 0.522$ 0.099$ 15
16 0.000 0.000 0.001$ 0.069$ 1.236$ 5.537" 13.70 " 27.00 " 97.83 " 14.24 " 0.457$ 0.074$ 16
17 0.000 0.000 0.005$ 0.255$ 1.176$ 5.430" 12.10 " 25.27 " 74.51 " 13.11 " 0.495$ 0.054$ 17
18 0.000 0.000 0.010$ 0.301$ 1.460$ 8.333" 11.52 " 31.94 " 64.04 " 14.43 " 0.515$ 0.046$ 18
19 0.000 0.000 0.016$ 1.712$ 2.053$ 13.10 " 12.55 " 87.81 " 78.83 " 14.64 " 0.517$ 0.037$ 19
20 0.000 0.000 0.463$ 2.079$ 2.139$ 24.34 " 15.45 " 227.5 " 63.65 " 12.78 " 0.549$ 0.036$ 20
21 0.000 0.000 0.571$ 1.345$ 1.810$ 24.44 " 19.40 " 203.3 " 70.65 " 11.34 " 0.739$ 0.094$ 21
22 0.000 0.000 0.272$ 1.239$ 2.261$ 17.15 " 21.71 " 186.6 " 305.0 " 9.710" 0.838$ 0.147$ 22
23 0.000 0.000 0.206$ 1.208$ 2.628$ 11.48 " 23.50 " 110.1 " 551.8 " 8.187" 0.790$ 0.230$ 23
24 0.000 0.000 0.138$ 0.996$ 1.955$ 8.314" 21.56 " 68.77 " 284.8 " 6.951" 0.720$ 0.259$ 24
25 0.000 0.000 0.080$ 0.886$ 1.647$ 6.752" 17.50 " 53.82 " 175.3 " 6.227" 0.705$ 0.244$ 25
26 0.000 0.000 0.068$ 0.935$ 1.644$ 7.227" 21.64 " 46.19 " 164.2 " 5.737" 0.711$ 0.113$ 26
27 0.000 0.000 0.062$ 0.772$ 1.544$ 9.928" 58.05 " 37.84 " 136.4 " 5.259" 0.603$ 0.051$ 27
28 0.000 0.000 0.078$ 0.686$ 1.555$ 23.78 " 93.93 " 46.55 " 138.3 " 4.877" 0.495$ 0.023$ 28
29 0.000 0.117$ 0.666$ 1.459$ 30.59 " 88.84 " 155.3 " 103.9 " 4.609" 0.414$ 0.016$ 29
30 0.000 0.163$ 0.640$ 1.427$ 23.07 " 66.20 "1045 & 68.69 " 4.141" 0.328$ 0.014$ 30
31 0.000 0.192$ 1.222$ 45.94 " 518.1 " 3.591" 0.016$ 31
Mean 0.000 0.000 0.079$ 0.511$ 1.576$ 9.575$ 38.65 " 118.9 & 222.1 & 24.36 " 1.050$ 0.326$
Median 0.000 0.000 0.001$ 0.175$ 1.460$ 6.740$ 21.71 " 54.36 & 136.3 & 14.64 " 0.730$ 0.194$
Maximum 0.000 0.000 0.571$ 2.079$ 6.279$ 30.59 $ 140.7 "1045 &1424 & 102.2 " 2.983$ 1.856$
Minimum 0.000 0.000 0.000$ 0.045$ 0.367$ 1.091$ 9.969" 25.27 & 62.57 & 3.591" 0.328$ 0.014$
Total 0.000 0.000 2.442$ 15.33 $ 48.84 $ 287.3 $1198 "3687 &6662 & 755.1 " 31.51 $ 10.12 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.79 & " ... Relative Uncertainty +/-10%
Ann. Median 1.279& $ ... Relative Uncertainty +/-20%
Annual Total 12697 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1424 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.025$ 0.020$ 0.000 0.206$ 0.020$ 2.181$ 28.57 " 28.55 " 29.47 " 66.38 " 5.329" 0.417$ 1
2 0.022$ 0.008$ 0.000 0.196$ 0.020$ 1.808$ 20.96 " 23.03 " 25.39 " 98.14 " 4.663" 0.650$ 2
3 0.022$ 0.001$ 0.000 0.174$ 0.020$ 1.824$ 16.05 " 18.81 " 34.69 " 59.79 " 4.062" 0.865$ 3
4 0.023$ 0.000$ 0.000 0.164$ 0.021$ 1.884$ 17.14 " 15.97 " 175.2 " 34.98 " 3.576" 1.297$ 4
5 0.022$ 0.000 0.000 0.160$ 0.043$ 2.580$ 49.81 " 14.21 " 326.4 " 25.66 " 5.009" 0.951$ 5
6 0.010$ 0.000 0.000 0.168$ 0.319$ 2.381$ 90.31 " 14.10 " 204.9 " 20.96 " 9.853" 0.744$ 6
7 0.010$ 0.000 0.000 0.198$ 0.207$ 1.849$ 98.02 " 16.74 " 116.0 " 19.62 " 9.883" 0.544$ 7
8 0.012$ 0.000 0.000 0.221$ 0.167$ 1.585$ 166.9 " 20.82 " 80.42 " 32.47 " 9.661" 0.442$ 8
9 0.011$ 0.000 0.000 0.647$ 0.176$ 1.395$ 144.6 " 21.17 " 75.77 " 100.2 " 7.288" 0.370$ 9
10 0.009$ 0.000 0.000 0.380$ 0.311$ 1.234$ 85.99 " 18.97 " 51.65 " 118.9 " 5.623" 0.293$ 10
11 0.006$ 0.000 0.000 0.161$ 0.307$ 1.644$ 49.96 " 32.28 " 51.13 " 71.46 " 4.330" 0.215$ 11
12 0.004$ 0.000 0.000 0.102$ 0.200$ 2.972$ 34.75 " 102.1 " 102.2 " 43.70 " 3.295$ 0.188$ 12
13 0.002$ 0.000 0.000 0.081$ 0.210$ 3.632" 28.47 " 107.8 " 97.40 " 32.39 " 2.752$ 0.218$ 13
14 0.001$ 0.000 0.000 0.065$ 0.254$ 2.736$ 37.63 " 69.20 " 102.6 " 55.66 " 2.445$ 0.210$ 14
15 0.000$ 0.000 0.000 0.050$ 0.259$ 2.370$ 89.09 " 44.21 " 309.4 " 177.3 " 2.205$ 0.168$ 15
16 0.000$ 0.000 0.000 0.039$ 0.248$ 3.846$ 125.9 " 45.55 " 557.4 " 159.6 " 2.047$ 0.123$ 16
17 0.000 0.000 0.000 0.031$ 0.259$ 4.935" 253.4 " 58.63 " 312.4 " 113.6 " 2.122$ 0.091$ 17
18 0.000 0.000 0.000 0.029$ 0.293$ 5.283" 295.3 " 68.34 " 158.0 " 99.35 " 2.217$ 0.068$ 18
19 0.000 0.000 0.106$ 0.030$ 0.381$ 10.38 " 175.4 " 109.7 " 95.99 " 59.90 " 2.684$ 0.058$ 19
20 0.000 0.000 0.189$ 0.026$ 0.510$ 18.24 " 131.0 " 159.3 " 66.86 " 37.11 " 2.473$ 0.083$ 20
21 0.000 0.000 0.252$ 0.025$ 0.637$ 24.49 " 116.0 " 126.7 " 80.08 " 26.80 " 2.174$ 0.075$ 21
22 0.000 0.000 0.209$ 0.025$ 0.508$ 18.96 " 74.37 " 78.31 " 106.3 " 20.54 " 1.858$ 0.050$ 22
23 0.000$ 0.000 0.170$ 0.025$ 0.331$ 21.74 " 47.86 " 49.52 " 85.08 " 16.16 " 1.578$ 0.040$ 23
24 0.002$ 0.000 0.143$ 0.022$ 0.292$ 40.80 " 35.20 " 38.96 " 60.49 " 13.90 " 1.304$ 0.030$ 24
25 0.015$ 0.000 0.121$ 0.022$ 0.306$ 39.46 " 28.13 " 50.99 " 43.01 " 11.86 " 1.030$ 0.022$ 25
26 0.034$ 0.000 0.103$ 0.022$ 0.520$ 41.62 " 25.66 " 134.9 " 33.71 " 9.751" 0.846$ 0.021$ 26
27 0.036$ 0.000 0.090$ 0.021$ 2.218$ 63.66 " 31.47 " 131.3 " 28.57 " 8.289" 0.629$ 0.018$ 27
28 0.026$ 0.000 0.078$ 0.020$ 5.536" 44.25 " 41.32 " 74.56 " 27.22 " 7.488" 0.478$ 0.013$ 28
29 0.037$ 0.079$ 0.020$ 4.586" 33.54 " 44.39 " 51.10 " 26.03 " 6.878" 0.409$ 0.011$ 29
30 0.048$ 0.132$ 0.020$ 4.192" 35.17 " 52.65 " 44.49 " 27.22 " 6.402" 0.395$ 0.027$ 30
31 0.036$ 0.188$ 2.950$ 39.68 " 38.15 " 5.921" 0.023$ 31
Mean 0.013$ 0.001$ 0.060$ 0.112$ 0.848$ 14.61 $ 79.87 " 58.34 " 116.4 " 50.36 " 3.407$ 0.269$
Median 0.010$ 0.000$ 0.000$ 0.044$ 0.293$ 3.739$ 49.81 " 45.55 " 80.25 " 32.47 " 2.459$ 0.123$
Maximum 0.048$ 0.020$ 0.252$ 0.647$ 5.536$ 63.66 $ 295.3 " 159.3 " 557.4 " 177.3 " 9.883$ 1.297$
Minimum 0.000$ 0.000$ 0.000$ 0.020$ 0.020$ 1.234$ 16.05 " 14.10 " 25.39 " 5.921" 0.395$ 0.011$
Total 0.415$ 0.030$ 1.861$ 3.349$ 26.30 $ 438.4 $2476 "1808 "3491 "1561 " 102.2 $ 8.327$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27.17 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.234$ $ ... Relative Uncertainty +/-20%
Annual Total 9918 $
Maximum Minimum
Daily 557.4 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.011$ 0.047$ 0.001$ 0.073$ 0.154$ 0.474$ 2.615$ 19.92 " 77.43 " 4.513" 0.357$ 0.030$ 1
2 0.004$ 0.024$ 0.000$ 0.121$ 0.153$ 0.446$ 3.049$ 22.30 " 112.5 " 4.201" 0.325$ 0.020$ 2
3 0.001$ 0.013$ 0.000$ 0.204$ 0.139$ 0.402$ 3.664" 96.61 " 81.43 " 3.793" 0.291$ 0.013$ 3
4 0.000$ 0.009$ 0.000 0.140$ 0.266$ 0.368$ 15.98 " 129.5 " 63.09 " 3.438" 0.258$ 0.013$ 4
5 0.000$ 0.005$ 0.000 0.131$ 0.328$ 0.438$ 34.59 " 71.75 " 43.94 " 3.451" 0.267$ 0.017$ 5
6 0.000 0.002$ 0.000 0.122$ 0.272$ 0.473$ 40.11 " 49.30 " 283.6 # 3.410" 0.262$ 0.019$ 6
7 0.000 0.001$ 0.000 0.064$ 0.227$ 0.464$ 27.70 " 53.94 " 520.1 # 3.323" 0.254$ 0.020$ 7
8 0.000 0.002$ 0.000 0.060$ 0.404$ 0.453$ 23.85 " 88.68 " 234.0 " 3.491" 0.249$ 0.021$ 8
9 0.000 0.213$ 0.014$ 0.060$ 0.430$ 0.443$ 21.23 " 105.8 " 119.8 " 3.599" 0.221$ 0.020$ 9
10 0.000 0.091$ 0.423$ 0.060$ 0.495$ 0.510$ 17.14 " 111.1 " 68.26 " 3.375" 0.177$ 0.013$ 10
11 0.000 0.048$ 0.181$ 0.082$ 0.922$ 0.679$ 17.97 " 91.29 " 44.90 " 3.175$ 0.135$ 0.012$ 11
12 0.000 0.042$ 0.133$ 0.088$ 2.304$ 0.643$ 24.17 " 54.11 " 34.32 " 2.802$ 0.115$ 0.009$ 12
13 0.000 0.035$ 0.093$ 0.087$ 3.307$ 0.619$ 24.78 " 37.34 " 31.34 " 2.483$ 0.093$ 0.006$ 13
14 0.000 0.020$ 0.069$ 0.082$ 2.222$ 0.812$ 24.53 " 27.84 " 29.60 " 2.300$ 0.074$ 0.004$ 14
15 0.000$ 0.020$ 0.062$ 0.063$ 1.702$ 1.153$ 39.42 " 23.67 " 27.37 " 2.140$ 0.066$ 0.003$ 15
16 0.116$ 0.021$ 0.064$ 0.055$ 1.449$ 2.201$ 42.45 " 39.75 " 24.04 " 1.981$ 0.057$ 0.001$ 16
17 0.163$ 0.017$ 0.067$ 0.053$ 1.208$ 2.407$ 29.10 " 252.9 " 20.43 " 1.850$ 0.074$ 0.000$ 17
18 0.090$ 0.018$ 0.049$ 0.064$ 1.048$ 2.090$ 27.10 " 301.9 " 17.79 " 1.627$ 0.047$ 0.000$ 18
19 0.051$ 0.012$ 0.043$ 0.068$ 0.906$ 2.201$ 44.68 " 151.9 " 15.88 " 1.494$ 0.039$ 0.000 19
20 0.031$ 0.011$ 0.039$ 0.063$ 0.791$ 6.675$ 53.78 " 90.68 " 13.93 " 1.377$ 0.042$ 0.000 20
21 0.027$ 0.010$ 0.175$ 0.063$ 0.697$ 9.041" 42.07 " 60.38 " 12.15 " 1.229$ 0.039$ 0.000$ 21
22 0.048$ 0.009$ 0.268$ 0.061$ 0.628$ 5.866" 33.17 " 45.97 " 10.60 " 1.148$ 0.031$ 0.001$ 22
23 0.118$ 0.006$ 0.147$ 0.057$ 0.640$ 4.376" 28.50 " 36.06 " 9.185" 1.037$ 0.027$ 0.005$ 23
24 0.122$ 0.004$ 0.096$ 0.052$ 0.754$ 3.573" 25.85 " 31.06 " 8.091" 0.975$ 0.023$ 0.007$ 24
25 0.062$ 0.002$ 0.078$ 0.056$ 0.688$ 4.346" 24.67 " 29.01 " 7.215" 0.856$ 0.022$ 0.004$ 25
26 0.045$ 0.001$ 0.084$ 0.080$ 0.758$ 6.625" 22.09 " 32.76 " 6.611" 0.738$ 0.022$ 0.001$ 26
27 0.048$ 0.000$ 0.089$ 0.102$ 0.747$ 4.996" 17.59 " 57.42 " 6.237" 0.652$ 0.059$ 0.000$ 27
28 0.059$ 0.000$ 0.082$ 0.161$ 0.711$ 3.732" 15.41 " 70.41 " 5.852" 0.550$ 0.092$ 0.000 28
29 0.061$ 0.001$ 0.109$ 0.273$ 0.627$ 3.082$ 19.50 " 44.28 " 5.338" 0.488$ 0.063$ 0.000 29
30 0.061$ 0.103$ 0.222$ 0.577$ 2.601$ 29.97 " 35.90 " 4.988" 0.427$ 0.042$ 0.000 30
31 0.126$ 0.108$ 0.504$ 25.49 " 41.72 " 0.392$ 0.000 31
Mean 0.040$ 0.024$ 0.083$ 0.096$ 0.841$ 2.406$ 25.88 $ 74.36 " 64.67 # 2.139$ 0.127$ 0.008$
Median 0.027$ 0.011$ 0.069$ 0.071$ 0.688$ 1.622$ 24.78 $ 53.94 " 25.71 # 1.981$ 0.074$ 0.004$
Maximum 0.163$ 0.213$ 0.423$ 0.273$ 3.307$ 9.041$ 53.78 $ 301.9 " 520.1 # 4.513$ 0.357$ 0.030$
Minimum 0.000$ 0.000$ 0.000$ 0.052$ 0.139$ 0.368$ 2.615$ 19.92 " 4.988# 0.392$ 0.022$ 0.000$
Total 1.245$ 0.685$ 2.575$ 2.868$ 26.06 $ 72.19 $ 802.2 $2305 "1940 # 66.31 $ 3.824$ 0.241$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.27 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.272$ # ... Relative Uncertainty +/-15%
Annual Total 5224 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 520.1 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 1.087$ 0.601$ 3.068$ 23.78 " 151.4 " 2.247$ 1.098$ 1
2 0.000 0.000 0.000 0.000 0.000 1.154$ 0.582$ 2.446$ 17.15 " 84.58 " 1.892$ 2.724$ 2
3 0.000 0.000 0.000 0.000 0.000 1.119$ 0.710$ 2.295$ 14.04 " 43.80 " 1.707$ 2.632$ 3
4 0.000 0.000 0.000 0.000 0.000 1.497$ 0.745$ 2.640$ 12.94 " 27.39 " 1.529$ 7.442$ 4
5 0.000 0.000 0.000 0.000 0.000 1.513$ 0.676$ 3.382$ 12.34 " 18.98 " 1.363$ 40.17 " 5
6 0.000 0.000 0.000 0.000 0.047$ 1.215$ 0.761$ 3.864" 13.52 " 13.88 " 1.233$ 96.59 " 6
7 0.000 0.000 0.000 0.000 0.211$ 1.139$ 0.977$ 4.726" 19.36 " 10.63 " 1.219$ 80.74 " 7
8 0.000 0.000 0.000 0.000 0.265$ 1.649$ 1.014$ 4.567" 26.70 " 8.799" 1.143$ 44.02 " 8
9 0.000 0.000 0.000 0.000 0.202$ 1.641$ 1.454$ 9.182" 23.65 " 8.839" 0.985$ 24.43 " 9
10 0.000 0.000 0.000 0.000 0.219$ 0.966$ 1.540$ 14.82 " 23.95 " 8.702" 0.860$ 15.33 " 10
11 0.000 0.000 0.000 0.000 0.319$ 0.799$ 1.761$ 15.45 " 26.60 " 7.946" 0.716$ 10.81 " 11
12 0.000 0.000 0.000 0.000 0.472$ 2.001$ 1.540$ 10.69 " 23.89 " 7.713" 0.611$ 7.745" 12
13 0.000 0.000 0.000 0.000 0.610$ 2.956$ 1.367$ 7.593" 16.76 " 8.032" 0.498$ 5.706" 13
14 0.000 0.000 0.000 0.000 0.363$ 2.052$ 1.450$ 6.555" 12.17 " 7.490" 0.438$ 4.350" 14
15 0.000 0.000 0.000 0.000 0.200$ 1.595$ 1.758$ 6.447" 9.268" 7.002" 0.482$ 3.295$ 15
16 0.000 0.000 0.000 0.000 0.155$ 1.323$ 1.542$ 7.833" 7.383" 6.225" 0.489$ 2.515$ 16
17 0.000 0.000 0.000 0.000 0.140$ 1.143$ 1.479$ 9.783" 6.140" 5.354" 0.696$ 1.935$ 17
18 0.000 0.000 0.000 0.000 0.130$ 0.998$ 1.293$ 11.06 " 5.398" 4.656" 0.687$ 1.618$ 18
19 0.000 0.000 0.000 0.000 0.113$ 0.871$ 1.123$ 8.400" 4.868" 4.099" 1.165$ 2.066$ 19
20 0.000 0.000 0.000 0.000 0.172$ 0.790$ 1.078$ 6.718" 4.450" 3.726" 1.520$ 2.721$ 20
21 0.000 0.000 0.000 0.000 0.323$ 0.711$ 1.387$ 5.634" 4.085" 3.653" 1.282$ 2.534$ 21
22 0.000 0.000 0.000 0.000 0.308$ 0.640$ 1.636$ 4.799" 4.522" 6.193" 1.045$ 2.080$ 22
23 0.000 0.000 0.000 0.000 0.345$ 0.647$ 2.037$ 4.524" 6.460" 10.79 " 0.847$ 1.601$ 23
24 0.000 0.000 0.000 0.000 0.571$ 0.623$ 1.729$ 5.172" 12.34 " 13.68 " 0.883$ 1.248$ 24
25 0.000 0.000 0.000 0.000 0.905$ 0.580$ 1.437$ 5.967" 16.01 " 9.919" 0.753$ 1.015$ 25
26 0.000 0.000 0.000 0.000 0.983$ 0.615$ 1.263$ 5.580" 14.05 " 7.200" 0.613$ 0.821$ 26
27 0.000 0.000 0.000 0.000 0.885$ 0.580$ 1.188$ 5.428" 10.22 " 5.595" 0.528$ 0.648$ 27
28 0.000 0.000 0.000 0.000 0.858$ 0.552$ 1.260$ 4.791" 8.029" 4.547" 0.429$ 0.537$ 28
29 0.000 0.000 0.000 0.912$ 0.578$ 1.316$ 5.688" 12.22 " 3.801" 0.364$ 0.466$ 29
30 0.000 0.000 0.000 0.948$ 0.647$ 1.621$ 15.59 " 63.14 " 3.166$ 0.599$ 0.372$ 30
31 0.000 0.000 1.030$ 2.370$ 22.71 " 2.677$ 0.306$ 31
Mean 0.000 0.000 0.000 0.000 0.377$ 1.123$ 1.313$ 7.335$ 15.18 " 16.47 $ 0.961$ 11.92 $
Median 0.000 0.000 0.000 0.000 0.265$ 1.043$ 1.367$ 5.688$ 12.64 " 7.713$ 0.853$ 2.534$
Maximum 0.000 0.000 0.000 0.000 1.030$ 2.956$ 2.370$ 22.71 $ 63.14 " 151.4 $ 2.247$ 96.59 $
Minimum 0.000 0.000 0.000 0.000 0.000$ 0.552$ 0.582$ 2.295$ 4.085" 2.677$ 0.364$ 0.306$
Total 0.000 0.000 0.000 0.000 11.69 $ 33.68 $ 40.69 $ 227.4 $ 455.4 " 510.5 $ 28.82 $ 369.6 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.597$ " ... Relative Uncertainty +/-10%
Ann. Median 0.847$ $ ... Relative Uncertainty +/-20%
Annual Total 1678 $
Maximum Minimum
Daily 151.4 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.246$ 0.000$ 0.000 0.000 0.136$ 0.276$ 0.857$ 4.857" 20.41 " 5.227" 4.697" 0.043$ 1
2 0.203$ 0.000$ 0.000 0.000 0.116$ 0.287$ 0.864$ 5.992" 23.74 " 4.560" 6.602" 0.045$ 2
3 0.172$ 0.000$ 0.000 0.000 0.166$ 0.383$ 0.905$ 8.216" 28.82 " 3.997" 7.688" 0.044$ 3
4 0.143$ 0.000$ 0.000 0.000 0.182$ 0.367$ 1.316$ 11.20 " 27.31 " 3.602" 5.631" 0.043$ 4
5 0.120$ 0.000 0.000 0.000 0.190$ 0.348$ 1.375$ 13.08 " 24.00 " 3.456" 4.601" 0.041$ 5
6 0.099$ 0.000 0.000 0.000 0.176$ 0.591$ 1.223$ 20.52 " 16.81 " 4.580" 3.427$ 0.037$ 6
7 0.083$ 0.000 0.000 0.000 0.190$ 0.421$ 2.186$ 19.78 " 12.58 " 8.311" 2.566$ 0.029$ 7
8 0.066$ 0.000 0.000 0.000 0.148$ 0.240$ 1.827$ 13.11 " 10.05 " 13.68 " 1.961$ 0.025$ 8
9 0.056$ 0.000 0.000 0.000 0.134$ 0.200$ 1.638$ 9.565" 8.065" 12.72 " 1.482$ 0.024$ 9
10 0.058$ 0.000 0.000 0.000 0.150$ 0.173$ 2.243$ 7.898" 7.308" 8.457" 1.136$ 0.021$ 10
11 0.047$ 0.000 0.000 0.000 0.306$ 0.156$ 3.004$ 6.781" 7.244" 6.276" 0.892$ 0.018$ 11
12 0.035$ 0.000 0.000 0.000 0.351$ 0.139$ 10.26 " 6.458" 6.843" 4.998" 0.662$ 0.013$ 12
13 0.027$ 0.000 0.000 0.000 0.283$ 0.198$ 18.65 " 6.195" 6.273" 4.241" 0.502$ 0.012$ 13
14 0.027$ 0.000 0.000 0.000 0.249$ 0.479$ 19.62 " 5.742" 6.260" 3.523" 0.401$ 0.015$ 14
15 0.035$ 0.000 0.000 0.000 0.244$ 0.636$ 15.60 " 6.701" 23.80 " 2.871$ 0.327$ 0.016$ 15
16 0.047$ 0.000 0.000 0.010$ 0.232$ 0.354$ 10.07 " 11.30 " 89.68 " 2.462$ 0.234$ 0.014$ 16
17 0.062$ 0.000 0.000 0.380$ 0.241$ 0.291$ 7.494" 17.13 " 88.64 " 2.418$ 0.191$ 0.008$ 17
18 0.071$ 0.000 0.000 0.714$ 0.216$ 1.027$ 7.242" 16.55 " 49.93 " 2.974$ 0.169$ 0.004$ 18
19 0.077$ 0.000 0.000 0.223$ 0.183$ 3.308$ 7.025" 11.55 " 31.02 " 2.992$ 0.150$ 0.002$ 19
20 0.079$ 0.000 0.000 0.127$ 0.179$ 3.258$ 6.150" 8.441" 21.80 " 3.446" 0.121$ 0.001$ 20
21 0.070$ 0.000 0.000 0.103$ 0.252$ 2.080$ 6.487" 7.108" 15.48 " 3.327$ 0.101$ 0.000$ 21
22 0.059$ 0.000 0.000 0.315$ 0.351$ 1.592$ 5.893" 6.906" 12.08 " 3.212$ 0.105$ 0.001$ 22
23 0.048$ 0.000 0.000 0.555$ 0.273$ 1.278$ 4.798" 5.869" 10.20 " 2.555$ 0.120$ 0.002$ 23
24 0.037$ 0.000 0.000 0.269$ 0.226$ 1.126$ 4.330" 5.412" 9.392" 2.143$ 0.114$ 0.003$ 24
25 0.027$ 0.000 0.000 0.176$ 0.191$ 0.972$ 4.194" 5.415" 9.161" 1.692$ 0.094$ 0.002$ 25
26 0.019$ 0.000 0.000 0.156$ 0.185$ 0.923$ 4.216" 7.319" 9.685" 1.454$ 0.081$ 0.001$ 26
27 0.013$ 0.000 0.000 0.140$ 0.198$ 0.813$ 4.346" 23.69 " 9.871" 1.246$ 0.067$ 0.039$ 27
28 0.008$ 0.000 0.000 0.117$ 0.226$ 0.714$ 4.338" 43.61 " 8.979" 1.988$ 0.055$ 0.077$ 28
29 0.004$ 0.000 0.106$ 0.238$ 0.719$ 4.606" 34.94 " 7.475" 2.434$ 0.043$ 0.037$ 29
30 0.002$ 0.000 0.113$ 0.256$ 0.694$ 4.684" 22.20 " 6.192" 4.173$ 0.038$ 0.023$ 30
31 0.000$ 0.000 0.264$ 4.272" 17.39 " 4.545" 0.013$ 31
Mean 0.066$ 0.000$ 0.000 0.117$ 0.217$ 0.801$ 5.539$ 12.61 " 20.30 " 4.308$ 1.475$ 0.021$
Median 0.056$ 0.000$ 0.000 0.005$ 0.216$ 0.535$ 4.338$ 8.441" 11.14 " 3.456$ 0.281$ 0.016$
Maximum 0.246$ 0.000$ 0.000 0.714$ 0.351$ 3.308$ 19.62 $ 43.61 " 89.68 " 13.68 $ 7.688$ 0.077$
Minimum 0.000$ 0.000$ 0.000 0.000$ 0.116$ 0.139$ 0.857$ 4.857" 6.192" 1.246$ 0.038$ 0.000$
Total 2.041$ 0.001$ 0.000 3.503$ 6.731$ 24.04 $ 171.7 $ 390.9 " 609.1 " 133.6 $ 44.26 $ 0.653$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 3.799$ " ... Relative Uncertainty +/-10%
Ann. Median 0.232$ $ ... Relative Uncertainty +/-20%
Annual Total 1386 $
Maximum Minimum
Daily 89.68 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.008$ 0.000 0.000$ 0.074$ 0.528$ 0.130$ 0.228$ 25.84 " 42.38 " 886.4 & 32.75 " 0.433$ 1
2 0.006$ 0.000 0.000$ 0.109$ 0.504$ 0.143$ 0.192$ 21.62 " 34.78 " 419.3 " 23.67 " 0.351$ 2
3 0.005$ 0.000 0.000$ 0.127$ 0.464$ 0.190$ 0.299$ 36.35 " 29.40 " 190.8 " 16.87 " 0.286$ 3
4 0.005$ 0.000 0.000 0.134$ 0.452$ 0.187$ 0.383$ 116.3 " 28.19 " 121.5 " 12.64 " 0.218$ 4
5 0.004$ 0.000 0.000 0.104$ 0.444$ 0.151$ 0.608$ 102.3 " 29.18 " 100.9 " 9.530" 0.168$ 5
6 0.002$ 0.000 0.000 0.038$ 0.503$ 0.193$ 1.738$ 85.93 " 30.30 " 78.55 " 7.229" 0.142$ 6
7 0.001$ 0.000 0.000 0.047$ 0.536$ 0.196$ 2.656$ 68.63 " 29.55 " 52.08 " 5.702" 0.145$ 7
8 0.000$ 0.000 0.000 0.028$ 0.494$ 0.134$ 2.532$ 44.45 " 26.45 " 39.47 " 4.759" 0.133$ 8
9 0.000$ 0.000 0.000 0.024$ 0.526$ 0.111$ 2.373$ 29.72 " 27.40 " 34.22 " 4.060" 0.105$ 9
10 0.000 0.000 0.000 0.023$ 0.501$ 0.115$ 3.532$ 23.07 " 35.38 " 30.34 " 3.302$ 0.087$ 10
11 0.000 0.000 0.000 0.104$ 0.454$ 0.148$ 17.45 " 22.51 " 61.18 " 25.58 " 2.662$ 0.076$ 11
12 0.000 0.000 0.000 0.533$ 0.726$ 0.147$ 16.68 " 37.88 " 113.5 " 21.25 " 2.123$ 0.070$ 12
13 0.000 0.000 0.000 0.195$ 0.511$ 0.122$ 18.98 " 63.96 " 153.5 " 19.03 " 1.681$ 0.062$ 13
14 0.000 0.000 0.000 0.117$ 0.391$ 0.108$ 15.16 " 49.53 " 160.7 " 18.23 " 1.366$ 0.060$ 14
15 0.000 0.000 0.000 0.104$ 0.323$ 0.102$ 12.97 " 37.40 " 99.81 " 17.50 " 1.131$ 0.057$ 15
16 0.000 0.000 0.000 0.096$ 0.182$ 0.094$ 12.78 " 35.97 " 62.66 " 16.38 " 0.973$ 0.047$ 16
17 0.000 0.000$ 0.000 0.111$ 0.184$ 0.086$ 12.09 " 44.33 " 46.24 " 15.34 " 0.920$ 0.039$ 17
18 0.000 0.004$ 0.000 0.164$ 0.151$ 0.076$ 8.561" 82.51 " 36.09 " 14.80 " 1.426$ 0.046$ 18
19 0.000 0.008$ 0.000 0.157$ 0.122$ 0.074$ 6.408" 99.12 " 29.05 " 14.41 " 1.751$ 0.056$ 19
20 0.000 0.007$ 0.000 0.240$ 0.102$ 0.075$ 5.513" 63.66 " 28.36 " 13.49 " 2.631$ 0.052$ 20
21 0.000 0.008$ 0.000 0.270$ 0.153$ 0.080$ 5.592" 68.69 " 52.07 " 12.40 " 2.907$ 0.042$ 21
22 0.000 0.007$ 0.000 0.324$ 0.139$ 0.129$ 10.87 " 337.7 & 131.2 " 10.64 " 2.267$ 0.030$ 22
23 0.000 0.004$ 0.000 0.380$ 0.102$ 0.247$ 33.39 "2972 & 245.7 " 9.083" 1.596$ 0.025$ 23
24 0.000 0.002$ 0.000 0.428$ 0.082$ 0.185$ 44.40 " 813.0 & 293.6 " 7.950" 1.148$ 0.025$ 24
25 0.000 0.001$ 0.000 0.482$ 0.069$ 1.003$ 30.34 " 384.6 " 173.8 " 6.936" 0.942$ 0.024$ 25
26 0.000 0.000$ 0.000 0.537$ 0.062$ 0.479$ 27.74 " 199.8 " 120.7 " 6.133" 0.815$ 0.018$ 26
27 0.000 0.000$ 0.000 0.557$ 0.059$ 0.357$ 24.15 " 123.6 " 90.62 " 13.73 " 0.700$ 0.013$ 27
28 0.000 0.000$ 0.000 0.578$ 0.055$ 0.344$ 19.35 " 88.90 " 57.10 " 30.89 " 0.629$ 0.020$ 28
29 0.000 0.000 0.573$ 0.051$ 0.300$ 17.37 " 74.82 " 50.71 " 41.42 " 0.538$ 0.022$ 29
30 0.000 0.004$ 0.536$ 0.125$ 0.290$ 17.25 " 71.45 " 697.1 & 48.71 " 0.481$ 0.014$ 30
31 0.000 0.091$ 0.156$ 18.67 " 53.67 " 42.29 " 0.009$ 31
Mean 0.001$ 0.001$ 0.003$ 0.240$ 0.295$ 0.200$ 12.59 $ 202.5 & 100.6 & 76.12 & 4.973$ 0.093$
Median 0.000$ 0.000$ 0.000$ 0.146$ 0.184$ 0.145$ 12.09 $ 68.63 & 51.39 & 21.25 & 1.937$ 0.056$
Maximum 0.008$ 0.008$ 0.091$ 0.578$ 0.726$ 1.003$ 44.40 $2972 & 697.1 & 886.4 & 32.75 $ 0.433$
Minimum 0.000$ 0.000$ 0.000$ 0.023$ 0.051$ 0.074$ 0.192$ 21.62 & 26.45 & 6.133& 0.481$ 0.009$
Total 0.030$ 0.041$ 0.095$ 7.194$ 9.152$ 5.996$ 390.2 $6279 &3017 &2360 & 149.2 $ 2.874$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.48 & " ... Relative Uncertainty +/-10%
Ann. Median 0.299& $ ... Relative Uncertainty +/-20%
Annual Total 12220 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2972 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.005$ 0.004$ 0.000 0.039$ 0.043$ 0.282$ 3.257$ 9.159" 53.69 " 3.911" 0.144$ 0.046$ 1
2 0.003$ 0.009$ 0.000 0.046$ 0.037$ 0.119$ 4.222" 16.17 " 39.32 " 3.317$ 0.140$ 0.044$ 2
3 0.002$ 0.006$ 0.000 0.042$ 0.017$ 0.073$ 8.101" 23.45 " 29.59 " 2.886$ 0.156$ 0.034$ 3
4 0.001$ 0.003$ 0.000 0.030$ 0.013$ 0.075$ 8.584" 27.55 " 24.17 " 2.518$ 0.163$ 0.027$ 4
5 0.002$ 0.001$ 0.000 0.026$ 0.012$ 0.230$ 10.53 " 28.50 " 21.88 " 2.290$ 0.132$ 0.039$ 5
6 0.005$ 0.000$ 0.000 0.022$ 0.009$ 0.453$ 7.024" 41.86 " 23.98 " 2.263$ 0.113$ 0.035$ 6
7 0.005$ 0.000$ 0.000 0.020$ 0.014$ 0.250$ 11.00 " 56.22 " 40.98 " 2.287$ 0.100$ 0.026$ 7
8 0.003$ 0.000# 0.000 0.017$ 0.020$ 0.339$ 25.79 " 36.50 " 78.31 " 1.995$ 0.103$ 0.019$ 8
9 0.001$ 0.000# 0.000$ 0.021$ 0.031$ 0.287$ 43.59 " 26.79 " 62.24 " 1.799$ 0.143$ 0.016$ 9
10 0.000$ 0.000$ 0.000$ 0.020$ 0.068$ 0.277$ 29.67 " 20.48 " 45.34 " 1.592$ 0.182$ 0.012$ 10
11 0.000$ 0.000$ 0.001$ 0.018$ 0.065$ 0.907$ 21.40 " 16.73 " 38.69 " 1.327$ 0.191$ 0.008$ 11
12 0.000# 0.000$ 0.001$ 0.014$ 0.052$ 0.687$ 14.87 " 16.19 " 30.79 " 1.171$ 0.163$ 0.004$ 12
13 0.000# 0.000$ 0.001$ 0.015$ 0.038$ 0.594$ 11.22 " 18.25 " 23.47 " 1.093$ 0.131$ 0.003$ 13
14 0.000# 0.000$ 0.001$ 0.013$ 0.050$ 0.358$ 8.851" 30.38 " 17.85 " 1.036$ 0.105$ 0.002$ 14
15 0.000# 0.000 0.002$ 0.022$ 0.042$ 0.276$ 7.440" 33.88 " 14.39 " 0.968$ 0.095$ 0.002$ 15
16 0.000# 0.000 0.289$ 0.019$ 0.046$ 0.353$ 6.075" 45.50 " 12.15 " 0.878$ 0.075$ 0.002$ 16
17 0.000# 0.000 0.120$ 0.018$ 0.104$ 0.665$ 5.117" 33.67 " 10.48 " 0.777$ 0.095$ 0.003$ 17
18 0.000# 0.000$ 0.055$ 0.029$ 0.144$ 0.464$ 4.477" 27.03 " 9.353" 0.646$ 0.095$ 0.003$ 18
19 0.000# 0.000$ 0.040$ 0.022$ 0.081$ 0.370$ 3.968" 25.88 " 8.392" 0.582$ 0.080$ 0.002$ 19
20 0.000# 0.001$ 0.035$ 0.014$ 0.062$ 0.324$ 3.578" 23.95 " 7.010" 0.509$ 0.071$ 0.002$ 20
21 0.000# 0.000$ 0.025$ 0.035$ 0.083$ 0.305$ 3.924" 20.66 " 6.124" 0.465$ 0.058$ 0.002$ 21
22 0.000# 0.000$ 0.021$ 0.048$ 0.160$ 0.583$ 4.283" 17.50 " 5.656" 0.425$ 0.043$ 0.002$ 22
23 0.000# 0.000$ 0.024$ 0.033$ 0.116$ 0.726$ 4.979" 22.36 " 5.051" 0.379$ 0.068$ 0.001$ 23
24 0.000# 0.000$ 0.028$ 0.023$ 0.080$ 0.723$ 7.211" 26.67 " 4.600" 0.351$ 0.138$ 0.000$ 24
25 0.000# 0.000$ 0.032$ 0.017$ 0.066$ 0.955$ 10.32 " 80.57 " 4.380" 0.303$ 0.081$ 0.000$ 25
26 0.000# 0.000$ 0.033$ 0.016$ 0.063$ 0.692$ 9.602" 176.3 " 4.845" 0.266$ 0.068$ 0.000$ 26
27 0.000# 0.000 0.033$ 0.021$ 0.068$ 1.376$ 8.761" 193.7 " 4.472" 0.229$ 0.068$ 0.000 27
28 0.000# 0.000 0.030$ 0.021$ 0.080$ 4.255$ 7.893" 169.5 " 4.149" 0.215$ 0.057$ 0.000 28
29 0.000# 0.000 0.030$ 0.022$ 0.089$ 2.742$ 6.260" 156.7 " 3.951" 0.193$ 0.048$ 0.000 29
30 0.000# 0.029$ 0.030$ 0.102$ 1.978$ 6.132" 120.3 " 3.880" 0.165$ 0.055$ 0.000 30
31 0.000# 0.030$ 0.388$ 7.044" 81.67 " 0.161$ 0.000 31
Mean 0.001$ 0.001$ 0.028$ 0.024$ 0.072$ 0.724$ 10.17 $ 52.39 " 21.31 " 1.193$ 0.105$ 0.011$
Median 0.000$ 0.000$ 0.021$ 0.021$ 0.063$ 0.411$ 7.440$ 27.55 " 13.27 " 0.878$ 0.097$ 0.002$
Maximum 0.005$ 0.009$ 0.289$ 0.048$ 0.388$ 4.255$ 43.59 $ 193.7 " 78.31 " 3.911$ 0.191$ 0.046$
Minimum 0.000$ 0.000$ 0.000$ 0.013$ 0.009$ 0.073$ 3.257$ 9.159" 3.880" 0.161$ 0.043$ 0.000$
Total 0.026$ 0.027$ 0.858$ 0.732$ 2.242$ 21.72 $ 315.2 $1624 " 639.2 " 37.00 $ 3.160$ 0.333$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.226$ " ... Relative Uncertainty +/-10%
Ann. Median 0.080$ # ... Relative Uncertainty +/-15%
Annual Total 2645 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 193.7 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.003$ 37.98 $ 12.37 " 17.25 " 102.5 " 18.41 " 33.63 " 96.92 " 20.04 " 1.854$ 1
2 0.000 0.000 0.003$2041 & 14.92 " 15.07 " 93.91 " 26.14 " 27.01 " 119.0 " 18.71 " 1.293$ 2
3 0.000 0.000 0.003$ 733.5 & 39.75 " 18.57 " 74.19 " 49.08 " 22.78 " 92.90 " 14.47 " 0.925$ 3
4 0.000 0.000 0.002$ 189.0 " 68.35 " 45.02 " 89.11 " 54.05 " 20.28 " 63.45 " 11.26 " 0.641$ 4
5 0.000 0.000 0.001$ 78.39 " 42.77 " 103.7 " 168.1 " 40.65 " 20.48 " 53.42 " 9.595" 0.478$ 5
6 0.000 0.000 0.000$ 41.80 " 27.92 " 97.10 " 265.1 " 31.39 " 49.96 " 83.99 " 8.578" 0.438$ 6
7 0.000 0.000 0.000$ 27.69 " 20.80 " 131.0 " 290.3 " 27.89 " 126.6 " 91.62 " 8.144" 0.348$ 7
8 0.000 0.000 0.000$ 20.78 " 15.58 " 211.7 " 188.6 " 25.13 " 150.8 " 76.97 " 8.407" 0.300$ 8
9 0.000 0.000 0.000$ 16.53 " 12.55 " 129.5 " 123.4 " 22.82 " 141.9 " 56.03 " 9.817" 0.261$ 9
10 0.000 0.000 0.021$ 13.43 " 10.46 " 123.6 " 88.92 " 19.90 " 281.2 " 52.44 " 8.991" 0.207$ 10
11 0.000 0.000 0.031$ 10.56 " 8.908" 417.3 " 66.46 " 16.79 " 182.0 " 53.36 " 7.175" 0.407$ 11
12 0.000 0.000 0.013$ 8.303" 8.858"1253 & 52.92 " 15.36 " 104.9 " 49.02 " 5.824" 0.572$ 12
13 0.000 0.000 0.012$ 6.452" 8.074"1196 & 56.14 " 19.36 " 69.45 " 39.08 " 5.000" 0.382$ 13
14 0.000 0.457$ 0.014$ 5.287" 7.880" 679.7 # 97.80 " 46.03 " 56.35 " 31.02 " 4.102" 0.272$ 14
15 0.000 0.278$ 0.011$ 4.535" 7.275" 404.5 " 124.1 " 111.4 " 62.08 " 25.81 " 3.377$ 0.242$ 15
16 0.000 0.148$ 0.006$ 4.084" 23.83 " 217.3 " 96.99 " 105.6 " 55.51 " 23.60 " 2.666$ 0.198$ 16
17 0.000 0.113$ 0.004$ 3.720" 91.04 " 149.6 " 76.69 " 125.2 " 47.73 " 40.32 " 2.082$ 0.158$ 17
18 0.000 0.041$ 0.004$ 3.226$ 131.0 " 278.3 " 57.53 " 264.1 " 73.80 " 91.65 " 1.615$ 0.144$ 18
19 0.000 0.029$ 0.005$ 2.734$ 384.9 $ 985.2 $ 45.59 " 398.2 " 90.58 " 83.97 " 1.294$ 0.113$ 19
20 0.000 0.023$ 0.004$ 2.481$ 633.1 $ 691.0 " 38.73 " 194.4 " 69.93 " 50.72 " 1.060$ 0.089$ 20
21 0.000 0.024$ 0.003$ 5.381$ 229.8 " 428.6 " 39.23 " 107.0 " 223.7 " 35.69 " 0.859$ 0.069$ 21
22 0.000 0.021$ 0.004$ 45.91 " 190.4 " 264.4 " 53.36 " 73.80 " 382.0 " 39.74 " 0.663$ 0.059$ 22
23 0.000 0.014$ 0.002$ 106.4 " 221.8 " 186.7 " 62.05 " 54.30 " 185.0 " 41.06 " 0.573$ 0.060$ 23
24 0.000 0.009$ 0.001$ 86.34 " 155.3 " 249.6 " 45.42 " 43.75 " 105.8 " 38.13 " 0.490$ 0.048$ 24
25 0.000 0.007$ 0.000$ 57.21 " 101.2 " 323.8 " 37.47 " 37.87 " 69.76 " 27.30 " 0.399$ 0.048$ 25
26 0.000 0.006$ 0.000$ 37.67 " 67.73 " 199.3 " 32.55 " 34.29 " 49.00 " 22.74 " 0.312$ 0.045$ 26
27 0.000 0.006$ 0.002$ 26.56 " 47.04 " 135.6 " 28.97 " 31.25 " 43.26 " 20.59 " 0.749$ 0.036$ 27
28 0.000 0.005$ 0.003$ 20.71 " 36.27 " 103.2 " 26.44 " 28.36 " 68.90 " 19.02 " 1.580$ 0.029$ 28
29 0.000 0.002$ 16.09 " 28.97 " 84.85 " 24.57 " 25.93 " 97.07 " 16.73 " 2.101$ 0.026$ 29
30 0.000 0.015$ 14.57 " 24.13 " 95.39 " 22.79 " 28.25 " 97.31 " 15.47 " 2.331$ 0.027$ 30
31 0.000 1.075$ 20.22 " 20.27 " 34.47 " 17.53 " 0.025$ 31
Mean 0.000 0.042$ 0.040$ 122.3 & 86.87 $ 307.9 & 83.56 " 68.11 " 100.3 " 50.62 " 5.409$ 0.316$
Median 0.000 0.005$ 0.003$ 18.62 & 28.97 $ 193.0 & 62.05 " 34.47 " 69.84 " 41.06 " 3.021$ 0.198$
Maximum 0.000 0.457$ 1.075$2041 & 633.1 $1253 & 290.3 " 398.2 " 382.0 " 119.0 " 20.04 $ 1.854$
Minimum 0.000 0.000$ 0.000$ 2.481& 7.275$ 15.07 & 20.27 " 15.36 " 20.28 " 15.47 " 0.312$ 0.025$
Total 0.000 1.181$ 1.244$3668 &2693 $9236 &2590 "2111 "3009 "1569 " 162.3 $ 9.795$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 68.63 & " ... Relative Uncertainty +/-10%
Ann. Median 18.57 & # ... Relative Uncertainty +/-15%
Annual Total 25051 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2041 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.019$ 0.039$ 0.001$ 0.059$ 0.048$ 0.218$ 0.583$ 0.514$ 0.919$ 0.292$ 0.061$ 0.038$ 1
2 0.016$ 0.035$ 0.001$ 0.112$ 0.047$ 0.135$ 0.580$ 0.708$ 0.891$ 0.258$ 0.056$ 0.028$ 2
3 0.017$ 0.019$ 0.000$ 0.095$ 0.048$ 0.175$ 0.497$ 0.534$ 0.762$ 0.312$ 0.054$ 0.023$ 3
4 0.022$ 0.012$ 0.000$ 0.080$ 0.047$ 0.199$ 0.352$ 0.445$ 0.899$ 0.484$ 0.045$ 0.017$ 4
5 0.026$ 0.011$ 0.000$ 0.062$ 0.056$ 0.217$ 0.317$ 0.458$ 1.150$ 0.357$ 0.037$ 0.011$ 5
6 0.032$ 0.009$ 0.000 0.054$ 0.070$ 0.240$ 0.160$ 0.485$ 0.894$ 0.289$ 0.035$ 0.007$ 6
7 0.029$ 0.038$ 0.000 0.060$ 0.061$ 0.410$ 0.139$ 0.860$ 0.782$ 0.232$ 0.058$ 0.006$ 7
8 0.022$ 0.028$ 0.000 0.056$ 0.055$ 0.355$ 0.136$ 0.820$ 0.710$ 0.202$ 0.072$ 0.005$ 8
9 0.019$ 0.015$ 0.000 0.039$ 0.051$ 0.277$ 0.164$ 0.617$ 0.683$ 0.182$ 0.047$ 0.004$ 9
10 0.011$ 0.008$ 0.000 0.047$ 0.052$ 0.275$ 0.712$ 0.526$ 0.702$ 0.184$ 0.046$ 0.002$ 10
11 0.007$ 0.007$ 0.000 0.085$ 0.048$ 0.280$ 0.769$ 0.455$ 1.011$ 0.341$ 0.060$ 0.002$ 11
12 0.005$ 0.005$ 0.000 0.053$ 0.042$ 0.281$ 0.490$ 0.511$ 1.311$ 0.353$ 0.058$ 0.002$ 12
13 0.055$ 0.003$ 0.000 0.060$ 0.036$ 0.233$ 0.370$ 0.524$ 1.028$ 0.298$ 0.042$ 0.001$ 13
14 0.088$ 0.051$ 0.000 0.069$ 0.035$ 0.214$ 0.331$ 0.445$ 0.859$ 0.249$ 0.032$ 0.001$ 14
15 0.046$ 0.167$ 0.000 0.057$ 0.037$ 0.211$ 0.289$ 0.706$ 0.794$ 0.221$ 0.027$ 0.001$ 15
16 0.028$ 0.072$ 0.000 0.054$ 0.041$ 0.203$ 0.245$ 1.246$ 1.271$ 0.209$ 0.028$ 0.000$ 16
17 0.029$ 0.045$ 0.000 0.068$ 0.041$ 0.213$ 0.217$ 1.032$ 1.183$ 0.196$ 0.054$ 0.000$ 17
18 0.033$ 0.031$ 0.000 0.056$ 0.041$ 0.279$ 0.194$ 0.866$ 1.127$ 0.178$ 0.053$ 0.000$ 18
19 0.028$ 0.022$ 0.000 0.052$ 0.042$ 0.384$ 0.178$ 1.498$ 1.089$ 0.166$ 0.040$ 0.000$ 19
20 0.019$ 0.017$ 0.000 0.042$ 0.042$ 0.499$ 0.210$ 1.306$ 0.879$ 0.145$ 0.030$ 0.000$ 20
21 0.013$ 0.024$ 0.000 0.049$ 0.039$ 0.345$ 0.915$ 0.982$ 0.861$ 0.131$ 0.024$ 0.001$ 21
22 0.007$ 0.027$ 0.000 0.078$ 0.039$ 0.207$ 0.616$ 2.109$ 0.887$ 0.132$ 0.020$ 0.003$ 22
23 0.004$ 0.021$ 0.027$ 0.063$ 0.069$ 0.133$ 0.422$ 2.132$ 0.749$ 0.138$ 0.017$ 0.002$ 23
24 0.004$ 0.015$ 0.134$ 0.051$ 0.385$ 0.121$ 0.452$ 1.920$ 0.633$ 0.128$ 0.016$ 0.001$ 24
25 0.029$ 0.011$ 0.096$ 0.053$ 0.244$ 0.115$ 0.580$ 1.441$ 0.594$ 0.109$ 0.014$ 0.000$ 25
26 0.065$ 0.006$ 0.069$ 0.055$ 0.167$ 0.139$ 0.480$ 1.131$ 0.652$ 0.100$ 0.011$ 0.000$ 26
27 0.034$ 0.004$ 0.049$ 0.049$ 0.147$ 0.310$ 0.597$ 0.890$ 0.544$ 0.092$ 0.011$ 0.000 27
28 0.023$ 0.002$ 0.038$ 0.061$ 0.216$ 0.595$ 0.861$ 0.755$ 0.454$ 0.085$ 0.011$ 0.000 28
29 0.027$ 0.032$ 0.073$ 0.258$ 0.264$ 0.753$ 0.644$ 0.396$ 0.078$ 0.017$ 0.000 29
30 0.033$ 0.033$ 0.059$ 0.321$ 0.274$ 0.596$ 0.544$ 0.352$ 0.072$ 0.024$ 0.000 30
31 0.024$ 0.030$ 0.304$ 0.524$ 0.946$ 0.066$ 0.000 31
Mean 0.026$ 0.027$ 0.016$ 0.062$ 0.101$ 0.260$ 0.443$ 0.905$ 0.835$ 0.202$ 0.037$ 0.005$
Median 0.024$ 0.018$ 0.000$ 0.058$ 0.048$ 0.236$ 0.452$ 0.755$ 0.860$ 0.184$ 0.036$ 0.001$
Maximum 0.088$ 0.167$ 0.134$ 0.112$ 0.385$ 0.595$ 0.915$ 2.132$ 1.311$ 0.484$ 0.072$ 0.038$
Minimum 0.004$ 0.002$ 0.000$ 0.039$ 0.035$ 0.115$ 0.136$ 0.445$ 0.352$ 0.066$ 0.011$ 0.000$
Total 0.813$ 0.742$ 0.509$ 1.853$ 3.129$ 7.801$ 13.73 $ 28.05 $ 25.06 $ 6.277$ 1.100$ 0.154$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.244$ $ ... Relative Uncertainty +/-20%
Ann. Median 0.061$
Annual Total 89.22 $
Maximum Minimum
Daily 2.132$ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.256$ 0.075$ 0.258$ 0.805$ 13.93 " 5.061" 2.319$ 0.028$ 1
2 0.000 0.000 0.000 0.000 0.115$ 0.067$ 0.602$ 0.630$ 7.787" 4.075" 2.544$ 0.032$ 2
3 0.000 0.000 0.000 0.000 0.092$ 0.068$ 0.636$ 0.470$ 5.234" 3.165$ 2.599$ 0.032$ 3
4 0.000 0.000 0.000 0.000 0.074$ 0.077$ 0.372$ 0.480$ 6.483" 2.561$ 1.833$ 0.028$ 4
5 0.000 0.000 0.000 0.000 0.063$ 0.081$ 0.264$ 0.376$ 5.761" 2.101$ 1.292$ 0.053$ 5
6 0.000 0.000 0.000 0.000 0.057$ 0.074$ 0.239$ 0.718$ 4.484" 1.798$ 0.940$ 0.165$ 6
7 0.000 0.000 0.000 0.000 0.050$ 0.063$ 0.207$ 1.161$ 4.020" 1.563$ 0.695$ 0.076$ 7
8 0.000 0.000 0.000 0.000 0.044$ 0.063$ 0.226$ 0.758$ 8.864" 1.468$ 0.524$ 0.046$ 8
9 0.000 0.000 0.000 0.000 0.039$ 0.064$ 0.224$ 0.552$ 23.21 " 1.475$ 0.393$ 0.031$ 9
10 0.000 0.000 0.000 0.000 0.038$ 0.064$ 0.196$ 0.795$ 29.42 " 1.327$ 0.288$ 0.025$ 10
11 0.000 0.000 0.000 0.000 0.048$ 0.062$ 0.173$ 0.809$ 16.68 " 1.191$ 0.214$ 0.022$ 11
12 0.000 0.000 0.000 0.000 0.054$ 0.059$ 0.164$ 0.593$ 12.96 " 0.982$ 0.164$ 0.020$ 12
13 0.000 0.000 0.000 0.000$ 0.066$ 0.074$ 0.164$ 0.526$ 17.28 " 0.819$ 0.144$ 0.021$ 13
14 0.000 0.000 0.000 0.001$ 0.057$ 0.162$ 0.159$ 0.471$ 34.04 " 0.711$ 0.137$ 0.019$ 14
15 0.000 0.000 0.000 0.015$ 0.053$ 0.205$ 0.149$ 0.425$ 38.68 " 0.581$ 0.117$ 0.017$ 15
16 0.000 0.000 0.000 0.132$ 0.056$ 0.208$ 0.148$ 0.418$ 40.85 " 0.458$ 0.096$ 0.019$ 16
17 0.000 0.000 0.000 0.121$ 0.056$ 0.212$ 0.143$ 0.391$ 30.28 " 0.500$ 0.081$ 0.558$ 17
18 0.000 0.000 0.000 0.072$ 0.065$ 0.206$ 0.139$ 0.356$ 20.18 " 0.704$ 0.080$ 0.667$ 18
19 0.000 0.000 0.000 0.040$ 0.059$ 0.211$ 0.137$ 0.835$ 13.29 " 0.539$ 0.072$ 0.380$ 19
20 0.000 0.000 0.000 0.048$ 0.057$ 0.229$ 0.195$ 2.160$ 9.794" 0.515$ 0.082$ 0.256$ 20
21 0.000 0.000 0.000 0.081$ 0.051$ 0.248$ 0.238$ 1.220$ 7.474" 0.785$ 0.061$ 0.174$ 21
22 0.000 0.000 0.000 0.055$ 0.047$ 0.278$ 0.277$ 0.921$ 6.266" 0.626$ 0.048$ 0.128$ 22
23 0.000 0.000 0.000 0.045$ 0.043$ 0.318$ 0.214$ 0.807$ 5.116" 0.455$ 0.040$ 0.102$ 23
24 0.000 0.000 0.000 0.050$ 0.045$ 0.465$ 0.430$ 0.819$ 5.186" 0.366$ 0.034$ 0.078$ 24
25 0.000 0.000 0.000 0.045$ 0.042$ 0.571$ 0.425$ 1.838$ 6.174" 0.316$ 0.031$ 0.056$ 25
26 0.000 0.000 0.000 0.036$ 0.112$ 0.478$ 0.327$ 2.617$ 7.453" 0.309$ 0.028$ 0.041$ 26
27 0.000 0.000 0.000 0.031$ 0.124$ 0.419$ 0.301$ 2.227$ 12.68 " 0.822$ 0.025$ 0.032$ 27
28 0.000 0.000 0.000 0.029$ 0.317$ 0.772$ 0.683$ 1.607$ 9.559" 1.241$ 0.026$ 0.026$ 28
29 0.000 0.000 0.050$ 0.141$ 0.608$ 0.381$ 1.598$ 7.563" 1.218$ 0.022$ 0.023$ 29
30 0.000 0.000 0.222$ 0.100$ 0.542$ 0.387$ 4.322$ 6.124" 2.049$ 0.020$ 0.019$ 30
31 0.000 0.000 0.085$ 0.513$ 7.394" 2.256$ 0.015$ 31
Mean 0.000 0.000 0.000 0.036$ 0.081$ 0.234$ 0.289$ 1.261$ 13.89 " 1.356$ 0.498$ 0.103$
Median 0.000 0.000 0.000 0.022$ 0.057$ 0.206$ 0.238$ 0.805$ 9.211" 0.982$ 0.106$ 0.032$
Maximum 0.000 0.000 0.000 0.222$ 0.317$ 0.772$ 0.683$ 7.394$ 40.85 " 5.061$ 2.599$ 0.667$
Minimum 0.000 0.000 0.000 0.000$ 0.038$ 0.059$ 0.137$ 0.356$ 4.020" 0.309$ 0.020$ 0.015$
Total 0.000 0.000 0.000 1.074$ 2.507$ 7.026$ 8.973$ 39.10 $ 416.8 " 42.04 $ 14.95 $ 3.190$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.468$ " ... Relative Uncertainty +/-10%
Ann. Median 0.077$ $ ... Relative Uncertainty +/-20%
Annual Total 535.7 $
Maximum Minimum
Daily 40.85 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.011$ 0.000 0.000 0.000 0.179$ 0.278$ 14.43 " 222.4 " 5.932" 8.459" 25.03 " 44.62 " 1
2 0.010$ 0.000 0.000 0.000 0.172$ 0.207$ 7.459" 134.0 " 6.444" 8.099" 13.70 " 29.80 " 2
3 0.014$ 0.000 0.000 0.000 0.185$ 0.158$ 6.285" 137.6 " 5.664" 8.684" 8.522" 21.87 " 3
4 0.017$ 0.000 0.000 0.000 0.181$ 0.130$ 4.984" 138.6 " 4.979" 10.38 " 5.968" 15.70 " 4
5 0.012$ 0.000 0.000 0.000 0.179$ 0.115$ 3.857" 78.84 " 4.262" 10.90 " 4.694" 12.06 " 5
6 0.007$ 0.000 0.000 0.000 0.184$ 0.105$ 2.923$ 50.33 " 3.726" 19.97 " 6.179" 9.506" 6
7 0.003$ 0.000 0.000 0.000 0.196$ 0.097$ 2.338$ 41.31 " 3.107$ 19.40 " 21.37 " 7.439" 7
8 0.001$ 0.000 0.000 0.000 0.208$ 0.096$ 2.717$ 33.82 " 2.670$ 14.42 " 35.13 " 6.023" 8
9 0.001$ 0.000 0.000 0.000 0.217$ 0.120$ 3.244$ 27.45 " 2.317$ 10.24 " 26.33 " 5.063" 9
10 0.000$ 0.000 0.000 0.000 0.237$ 0.188$ 3.920$ 22.51 " 2.068$ 7.314" 15.73 " 7.500" 10
11 0.000$ 0.000 0.000 0.000$ 0.238$ 0.177$ 11.58 " 17.80 " 2.076$ 5.702" 10.74 " 11.41 " 11
12 0.000 0.000 0.000 0.000$ 0.211$ 0.158$ 37.52 " 14.42 " 2.023$ 4.671" 7.986" 10.32 " 12
13 0.000 0.000 0.000 0.001$ 0.246$ 0.135$ 46.71 " 11.94 " 2.595$ 3.857" 6.184" 7.034" 13
14 0.000 0.000 0.000 0.002$ 0.165$ 0.121$ 29.83 " 9.958" 2.813$ 3.161$ 4.899" 5.481" 14
15 0.000 0.000 0.000 0.005$ 0.111$ 0.172$ 21.66 " 8.315" 3.075$ 2.696$ 3.903" 4.377" 15
16 0.000 0.000 0.000 0.009$ 0.082$ 0.390$ 23.30 " 7.074" 3.201" 2.378$ 3.060$ 3.846" 16
17 0.000 0.000 0.000 0.092$ 0.066$ 0.425$ 55.73 " 6.024" 3.629" 2.095$ 2.496$ 3.194$ 17
18 0.000 0.000 0.000 0.116$ 0.069$ 0.303$ 55.15 " 5.254" 4.434" 1.788$ 2.062$ 2.518$ 18
19 0.000 0.000 0.000 0.214$ 0.079$ 2.572$ 60.49 " 5.034" 7.115" 1.434$ 1.733$ 2.008$ 19
20 0.000$ 0.000 0.000 0.379$ 0.079$ 3.593$ 229.2 " 4.627" 11.84 " 1.234$ 2.357$ 1.708$ 20
21 0.000$ 0.000 0.000 0.328$ 0.064$ 2.291$ 177.2 " 4.163" 14.96 " 1.185$ 25.88 " 2.438$ 21
22 0.001$ 0.000 0.000 0.200$ 0.095$ 1.577$ 97.14 " 3.820" 13.92 " 1.064$ 289.5 " 2.619$ 22
23 0.000$ 0.000 0.000 0.137$ 0.308$ 1.144$ 56.00 " 3.666" 20.05 " 0.955$ 377.9 " 2.929$ 23
24 0.000$ 0.000 0.000 0.122$ 0.363$ 0.887$ 44.63 " 3.593" 17.51 " 0.948$ 549.8 " 2.307$ 24
25 0.000 0.000 0.000 0.120$ 0.278$ 0.741$ 83.76 " 3.321" 13.54 " 1.203$ 499.9 " 1.551$ 25
26 0.000 0.000 0.000 0.139$ 0.189$ 0.538$ 87.80 " 2.960$ 12.81 " 1.160$ 213.8 " 1.070$ 26
27 0.000 0.000 0.000 0.153$ 0.152$ 0.543$ 54.32 " 2.706$ 19.66 " 0.988$ 232.0 " 0.744$ 27
28 0.000 0.000 0.000 0.146$ 0.431$ 1.320$ 36.65 " 2.519$ 16.94 " 1.044$ 228.4 " 0.523$ 28
29 0.000 0.000 0.000 0.144$ 0.434$ 2.196$ 33.33 " 2.604$ 12.40 " 4.155$ 179.0 " 0.359$ 29
30 0.000 0.000 0.199$ 0.230$ 17.20 $ 41.42 " 3.578$ 9.606" 25.21 " 83.06 " 0.252$ 30
31 0.000 0.000 0.215$ 109.2 " 4.187" 43.31 " 0.176$ 31
Mean 0.002$ 0.000 0.000 0.083$ 0.195$ 1.266$ 46.61 $ 32.72 $ 7.846$ 7.358$ 96.24 $ 7.305$
Median 0.000$ 0.000 0.000 0.007$ 0.185$ 0.290$ 36.65 $ 7.074$ 5.321$ 3.857$ 14.72 $ 3.846$
Maximum 0.017$ 0.000 0.000 0.379$ 0.434$ 17.20 $ 229.2 $ 222.4 $ 20.05 $ 43.31 $ 549.8 $ 44.62 $
Minimum 0.000$ 0.000 0.000 0.000$ 0.064$ 0.096$ 2.338$ 2.519$ 2.023$ 0.948$ 1.733$ 0.176$
Total 0.074$ 0.000 0.000 2.505$ 6.042$ 37.97 $1445 $1014 $ 235.4 $ 228.1 $2887 $ 226.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.62 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.054$ $ ... Relative Uncertainty +/-20%
Annual Total 6083 $
Maximum Minimum
Daily 549.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.118$ 0.000 0.000 0.000 0.000 0.074$ 230.7 " 35.09 " 56.76 " 142.5 " 1.052$ 0.025$ 1
2 0.084$ 0.000 0.000 0.000 0.000 0.096$ 139.1 " 29.01 " 49.77 " 102.9 " 0.814$ 0.018$ 2
3 0.057$ 0.000 0.000 0.000 0.000 0.149$ 79.06 " 25.06 " 62.64 " 72.25 " 0.641$ 0.013$ 3
4 0.039$ 0.000 0.000 0.000 0.000 0.600$ 48.13 " 22.19 " 61.54 " 50.11 " 0.506$ 0.010$ 4
5 0.027$ 0.000 0.000 0.000 0.000 0.840$ 33.42 " 19.79 " 49.62 " 38.34 " 0.404$ 0.008$ 5
6 0.020$ 0.000 0.000 0.000 0.000 0.449$ 26.50 " 19.90 " 41.01 " 31.33 " 0.360$ 0.010$ 6
7 0.015$ 0.000 0.000 0.000 0.000 0.379$ 23.76 " 22.69 " 46.68 " 27.56 " 0.329$ 0.023$ 7
8 0.009$ 0.000 0.000 0.000 0.000 0.340$ 34.63 " 25.38 " 77.01 " 25.38 " 0.599$ 0.027$ 8
9 0.008$ 0.000 0.000 0.000 0.000 0.238$ 34.24 " 20.91 " 157.1 " 24.44 " 0.412$ 0.012$ 9
10 0.008$ 0.000 0.000 0.000 0.000 0.240$ 31.19 " 17.85 " 108.5 " 23.25 " 0.283$ 0.007$ 10
11 0.006$ 0.000 0.000 0.000 0.000 0.253$ 45.84 " 16.76 " 231.0 " 22.35 " 0.225$ 0.006$ 11
12 0.004$ 0.000 0.000 0.000 0.000 0.226$ 57.37 " 16.92 " 433.9 " 24.15 " 0.179$ 0.003$ 12
13 0.002$ 0.000 0.000 0.000 0.000 0.200$ 43.54 " 18.80 " 246.1 " 26.92 " 0.161$ 0.001$ 13
14 0.001$ 0.000 0.000 0.000 0.000 0.162$ 31.30 " 23.43 " 185.4 " 24.93 " 0.149$ 0.000$ 14
15 0.000$ 0.000 0.000 0.000 0.000 0.295$ 24.41 " 49.76 " 132.9 " 20.68 " 0.127$ 0.000 15
16 0.000$ 0.000 0.000 0.000 0.000 0.247$ 19.47 " 174.1 " 159.2 " 16.10 " 0.137$ 0.000 16
17 0.000$ 0.000 0.000 0.000 0.000 0.254$ 16.51 " 219.8 " 125.1 " 12.92 " 0.204$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.249$ 17.13 " 116.9 " 87.02 " 10.40 " 0.258$ 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.703$ 242.5 $ 73.67 " 112.7 " 7.979" 0.414$ 0.000 19
20 0.000 0.000 0.000 0.000 0.000 1.226$ 594.5 $ 54.86 " 123.0 " 6.130" 0.798$ 0.000 20
21 0.000 0.000 0.000 0.000 0.000 3.549$ 380.0 " 46.35 " 157.9 " 5.076" 0.498$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 11.14 " 739.4 $ 44.68 " 628.3 " 4.316" 0.530$ 0.000 22
23 0.000 0.000 0.000 0.000 0.079$ 18.26 " 526.1 " 40.60 " 446.5 " 3.827" 0.313$ 0.000 23
24 0.000 0.000 0.000 0.000 0.526$ 10.29 " 598.2 # 48.12 " 173.8 " 3.404" 0.175$ 0.000 24
25 0.000 0.000 0.000 0.000 0.200$ 7.300" 251.7 " 53.53 " 106.3 " 2.903$ 0.117$ 0.000 25
26 0.000 0.000 0.000 0.000 0.074$ 6.977" 284.0 " 51.79 " 78.07 " 2.506$ 0.093$ 0.000 26
27 0.000 0.000 0.000 0.000 0.073$ 7.496" 193.2 " 42.99 " 58.72 " 2.386$ 0.077$ 0.000 27
28 0.000 0.000 0.000 0.000 0.085$ 7.664" 114.5 " 36.37 " 47.80 " 2.104$ 0.057$ 0.000 28
29 0.000 0.000 0.000 0.094$ 19.79 " 79.56 " 44.30 " 51.73 " 1.804$ 0.043$ 0.000 29
30 0.000 0.000 0.000 0.063$ 170.2 " 57.16 " 90.16 " 89.84 " 1.480$ 0.031$ 0.000 30
31 0.000 0.000 0.068$ 43.88 " 83.35 " 1.286$ 0.000 31
Mean 0.013$ 0.000 0.000 0.000 0.041$ 8.995$ 162.6 $ 51.13 " 146.2 " 23.93 $ 0.333$ 0.005$
Median 0.000$ 0.000 0.000 0.000 0.000$ 0.414$ 57.16 $ 40.60 " 107.4 " 16.10 $ 0.271$ 0.000$
Maximum 0.118$ 0.000 0.000 0.000 0.526$ 170.2 $ 739.4 $ 219.8 " 628.3 " 142.5 $ 1.052$ 0.027$
Minimum 0.000$ 0.000 0.000 0.000 0.000$ 0.074$ 16.51 $ 16.76 " 41.01 " 1.286$ 0.031$ 0.000$
Total 0.399$ 0.000 0.000 0.000 1.261$ 269.8 $5041 $1585 "4386 " 741.7 $ 9.986$ 0.162$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.97 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.085$ # ... Relative Uncertainty +/-15%
Annual Total 12035 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 739.4 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.473$ 1.777$ 1.657$ 0.300$ 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.467$ 1.853$ 1.615$ 0.234$ 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.499$ 1.994$ 1.571$ 0.175$ 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.581$ 1.939$ 1.542$ 0.152$ 0.000$ 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.742$ 1.843$ 1.529$ 0.206$ 0.016$ 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.921$ 1.990$ 1.457$ 0.198$ 0.052$ 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.878$ 2.055$ 1.380$ 0.162$ 0.033$ 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.938$ 2.243$ 1.332$ 0.115$ 0.032$ 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.908$ 2.456$ 1.294$ 0.081$ 0.029$ 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.913$ 2.052$ 1.365$ 0.233$ 0.009$ 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.913$ 2.057$ 1.305$ 0.218$ 0.006$ 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.127$ 1.099$ 2.548$ 1.220$ 0.109$ 0.006$ 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.388$ 1.543$ 3.123$ 1.142$ 0.077$ 0.002$ 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.235$ 1.573$ 3.113$ 1.062$ 0.076$ 0.001$ 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.182$ 2.007$ 2.811$ 0.911$ 0.068$ 0.000$ 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.254$ 2.049$ 2.804$ 0.834$ 0.054$ 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.296$ 2.156$ 2.788$ 0.790$ 0.047$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.256$ 2.267$ 2.718$ 0.693$ 0.028$ 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.295$ 1.802$ 2.662$ 0.616$ 0.021$ 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.278$ 1.588$ 2.608$ 0.703$ 0.019$ 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.322$ 1.822$ 2.487$ 0.870$ 0.018$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.304$ 1.686$ 2.406$ 0.747$ 0.022$ 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.270$ 1.971$ 2.218$ 0.733$ 0.011$ 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.240$ 2.000$ 2.073$ 0.734$ 0.006$ 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.233$ 1.746$ 2.010$ 0.663$ 0.002$ 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.258$ 1.744$ 1.990$ 0.610$ 0.001$ 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.232$ 1.600$ 2.087$ 0.605$ 0.000$ 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.339$ 1.818$ 1.938$ 0.580$ 0.000$ 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.396$ 1.740$ 1.669$ 0.540$ 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.390$ 1.765$ 1.635$ 0.426$ 0.000 0.000 30
31 0.000 0.000 0.000 0.431$ 1.743$ 0.357$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.185$ 1.418$ 2.265$ 0.996$ 0.088$ 0.006$
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.235$ 1.600$ 2.080$ 0.870$ 0.061$ 0.000$
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.431$ 2.267$ 3.123$ 1.657$ 0.300$ 0.052$
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 0.467$ 1.635$ 0.357$ 0.000$ 0.000$
Total 0.000 0.000 0.000 0.000 0.000 0.000 5.725$ 43.95 $ 67.95 $ 30.88 $ 2.634$ 0.187$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.415$ $ ... Relative Uncertainty +/-20%
Ann. Median 0.000$
Annual Total 151.3 $
Maximum Minimum
Daily 3.123$ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.275$ 19.43 " 15.44 " 27.24 " 24.43 " 0.700$ 1
2 0.000 0.000 0.000 0.000 0.000 0.000 1.125$ 19.41 " 14.66 " 20.31 " 18.12 " 0.506$ 2
3 0.000 0.000 0.000 0.000 0.000 0.000 2.056$ 31.45 " 16.05 " 17.40 " 25.98 " 0.332$ 3
4 0.000 0.000 0.000 0.000 0.000 0.000 1.417$ 62.22 " 19.32 " 17.88 " 901.9 & 0.233$ 4
5 0.000 0.000 0.000 0.000 0.000 0.000 1.265$ 91.89 " 21.05 " 18.69 " 603.0 # 0.164$ 5
6 0.000 0.000 0.000 0.000 0.000 0.000 1.346$ 52.76 " 19.31 " 16.58 " 227.0 " 0.089$ 6
7 0.000 0.000 0.000 0.000 0.000 0.000 1.395$ 30.04 " 17.42 " 13.00 " 111.8 " 0.201$ 7
8 0.000 0.000 0.000 0.000 0.000 0.000 1.203$ 22.74 " 15.04 " 17.44 " 85.38 " 0.493$ 8
9 0.000 0.000 0.000 0.000 0.000 0.000 1.060$ 16.24 " 12.20 " 109.9 " 129.5 " 0.613$ 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.961$ 12.27 " 9.979" 192.8 " 134.7 " 0.594$ 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.910$ 9.738" 8.185" 109.0 " 82.46 " 0.983$ 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.900$ 7.993" 6.851" 56.54 " 50.72 " 0.823$ 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.853$ 6.817" 5.964" 35.84 " 36.51 " 0.582$ 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.816$ 7.310" 5.404" 25.42 " 28.02 " 0.505$ 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.966$ 9.365" 4.950" 18.64 " 22.91 " 0.491$ 15
16 0.000 0.000 0.000 0.000 0.000 0.000 1.227$ 24.46 " 4.745" 14.15 " 17.93 " 0.409$ 16
17 0.000 0.000 0.000 0.000 0.000 0.000 1.222$ 77.49 " 5.226" 11.26 " 14.89 " 0.315$ 17
18 0.000 0.000 0.000 0.000 0.000 0.000 1.085$ 85.09 " 9.300" 9.333" 13.44 " 0.256$ 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.982$ 45.35 " 40.18 " 8.132" 11.73 " 0.331$ 19
20 0.000 0.000 0.000 0.000 0.000 0.000 1.015$ 29.82 " 97.63 " 6.769" 9.716" 0.222$ 20
21 0.000 0.000 0.000 0.000 0.000 0.000 1.294$ 21.72 " 59.30 " 5.726" 7.874" 0.133$ 21
22 0.000 0.000 0.000 0.000 0.000 0.000 1.551$ 113.1 $ 45.19 " 5.455" 6.596" 0.079$ 22
23 0.000 0.000 0.000 0.000 0.000 0.000 1.581$ 608.9 $ 48.16 " 47.35 " 5.274" 0.044$ 23
24 0.000 0.000 0.000 0.000 0.000 0.000 1.624$ 203.6 " 47.98 " 793.9 $ 3.923" 0.022$ 24
25 0.000 0.000 0.000 0.000 0.000 0.000 1.780$ 99.61 " 33.09 " 560.1 # 2.890$ 0.011$ 25
26 0.000 0.000 0.000 0.000 0.000 0.000 2.263$ 67.06 " 27.96 " 211.0 " 2.248$ 0.004$ 26
27 0.000 0.000 0.000 0.000 0.000 0.000 2.591$ 45.72 " 29.50 " 147.4 " 1.843$ 0.001$ 27
28 0.000 0.000 0.000 0.000 0.000 0.000 2.945$ 33.96 " 35.56 " 100.1 " 1.538$ 0.000$ 28
29 0.000 0.000 0.000 0.000 0.000$ 4.976" 26.72 " 47.35 " 66.50 " 1.186$ 0.000 29
30 0.000 0.000 0.000 0.000 0.041$ 9.799" 22.04 " 40.60 " 46.86 " 0.887$ 0.000 30
31 0.000 0.000 0.000 24.86 " 18.08 " 33.30 " 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.001$ 2.495$ 62.01 $ 25.45 " 89.17 $ 86.15 & 0.295$
Median 0.000 0.000 0.000 0.000 0.000 0.000$ 1.265$ 29.82 $ 18.37 " 25.42 $ 18.03 & 0.233$
Maximum 0.000 0.000 0.000 0.000 0.000 0.041$ 24.86 $ 608.9 $ 97.63 " 793.9 $ 901.9 & 0.983$
Minimum 0.000 0.000 0.000 0.000 0.000 0.000$ 0.275$ 6.817$ 4.745" 5.455$ 0.887& 0.000$
Total 0.000 0.000 0.000 0.000 0.000 0.041$ 77.34 $1922 $ 763.6 "2764 $2584 & 9.137$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.25 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 8121 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 901.9 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.591" 10.36 " 30.61 " 0.193$ 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.125$ 14.82 " 20.39 " 0.242$ 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.567" 14.39 " 13.73 " 0.248$ 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.399" 18.49 " 9.733" 0.333$ 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.175" 66.63 " 7.195" 0.329$ 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.370" 148.3 " 5.658" 0.169$ 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.127" 130.2 " 4.721" 0.164$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.519" 69.23 " 3.755" 0.118$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.116" 40.22 " 3.084$ 0.093$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.300" 27.57 " 2.427$ 0.120$ 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.967" 20.28 " 1.923$ 0.187$ 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.991" 14.64 " 1.513$ 0.100$ 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.535" 11.24 " 1.227$ 0.068$ 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.49 " 9.069" 1.331$ 0.061$ 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.031$ 36.12 " 7.579" 1.011$ 0.018$ 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 5.173$ 27.06 " 6.227" 0.998$ 0.007$ 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 4.424" 21.62 " 5.376" 1.302$ 0.002$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 3.672" 15.28 " 4.785" 1.102$ 0.000$ 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 3.098$ 11.55 " 4.419" 0.844$ 0.000$ 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 2.751$ 9.509" 4.384" 0.645$ 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 2.319$ 11.54 " 5.411" 0.504$ 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 1.866$ 35.79 " 7.671" 0.441$ 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 2.003$ 59.62 " 13.03 " 0.558$ 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 2.113$ 45.18 " 22.96 " 0.696$ 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 2.125$ 33.68 " 17.14 " 0.671$ 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 2.607$ 29.42 " 11.84 " 0.554$ 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 3.693" 21.29 " 12.67 " 0.527$ 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 5.620" 15.59 " 38.02 " 0.394$ 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 5.203" 12.18 " 84.13 " 0.241$ 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 4.400" 10.19 " 53.15 " 0.181$ 0.000 0.000 30
31 0.000 0.000 0.000 3.980" 9.104" 0.147$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 1.777$ 15.97 $ 29.81 " 3.810$ 0.082$ 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 1.866$ 10.19 $ 14.51 " 1.102$ 0.013$ 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 5.620$ 59.62 $ 148.3 " 30.61 $ 0.333$ 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 3.125$ 4.384" 0.147$ 0.000$ 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 55.08 $ 495.0 $ 894.2 " 118.1 $ 2.454$ 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.275$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ $ ... Relative Uncertainty +/-20%
Annual Total 1565 $
Maximum Minimum
Daily 148.3 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.531$ 57.81 " 1.056$ 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.875$ 58.93 " 0.921$ 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.450$ 38.92 " 0.757$ 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.119$ 27.91 " 0.707$ 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.887$ 21.81 " 0.603$ 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.813$ 17.28 " 0.699$ 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.080$ 14.15 " 0.817$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.926$ 11.63 " 0.664$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.50 " 9.586" 0.613$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 29.74 " 8.113" 0.549$ 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23.36 " 7.096" 0.438$ 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.38 " 6.459" 0.321$ 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13.47 " 5.469" 0.267$ 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.47 " 4.900" 0.214$ 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 53.00 " 4.298" 0.146$ 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 221.4 " 3.717" 0.085$ 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 277.3 " 3.052$ 0.042$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.298$ 333.6 " 2.637$ 0.019$ 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.301" 188.6 " 2.678$ 0.006$ 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.040" 100.9 " 4.527" 0.001$ 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.520" 94.74 " 10.67 " 0.000$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.921" 90.76 " 16.49 " 0.000$ 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.322" 110.0 " 12.61 " 0.000$ 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.471" 224.2 " 9.028" 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.920$ 160.8 " 6.317" 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.654$ 111.6 " 4.616" 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.591$ 100.0 " 3.608" 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.263$ 62.53 " 2.749$ 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 3.462" 44.80 " 2.095$ 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 3.014$ 45.01 " 1.637$ 0.000 0.000 30
31 0.000 0.000 0.000 0.000 3.176$ 1.209$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.644$ 78.43 $ 12.32 $ 0.298$ 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 44.90 $ 6.459$ 0.115$ 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.301$ 333.6 $ 58.93 $ 1.056$ 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 0.813$ 1.209$ 0.000$ 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 50.95 $2353 $ 382.0 $ 8.926$ 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.657$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ $ ... Relative Uncertainty +/-20%
Annual Total 2795 $
Maximum Minimum
Daily 333.6 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.894" 9.458" 3.520" 3.754" 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.816" 6.457" 3.064$ 2.853$ 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.875" 4.753" 2.558$ 2.129$ 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.079$ 4.070" 1.962$ 1.471$ 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.440$ 3.690" 1.660$ 1.070$ 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.884$ 3.352" 1.457$ 0.815$ 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.576$ 3.175$ 1.238$ 0.638$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.454$ 4.820# 0.961$ 0.498$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.258$ 8.910" 0.749$ 0.371$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.999$ 21.16 " 0.554$ 0.307$ 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.837$ 25.51 " 0.423$ 0.178$ 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.684$ 16.58 " 0.314$ 0.126$ 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.493$ 10.55 " 0.224$ 0.220$ 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.388$ 7.000" 0.166$ 0.164$ 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.369$ 5.116" 0.116$ 0.103$ 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.315$ 3.911" 0.085$ 0.078$ 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.267$ 3.101$ 0.058$ 0.052$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.249$ 2.457$ 0.068$ 0.041$ 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.293$ 1.896$ 0.092$ 0.039$ 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.325$ 1.463$ 1.283$ 0.023$ 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.278$ 1.448$ 11.63 $ 0.016$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.181$ 4.642$ 22.32 " 0.008$ 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.507$ 0.162$ 5.155" 34.57 " 0.002$ 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 5.810$ 0.108$ 4.698" 60.62 " 0.000$ 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 15.59 " 0.112$ 4.532" 53.46 " 0.000$ 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 13.00 " 0.162$ 4.974" 31.38 " 0.000" 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 17.39 " 0.157$ 4.665" 19.80 " 0.000" 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 30.80 " 0.162$ 4.948" 13.10 " 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 19.54 " 1.815$ 4.672" 9.186" 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 12.26 " 4.321" 4.247" 6.663" 0.000 0.000 30
31 0.000 0.000 0.000 8.083" 4.983" 5.093" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 3.967$ 1.417$ 6.380$ 9.302$ 0.499$ 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 0.493$ 4.685$ 1.660$ 0.090$ 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 30.80 $ 5.894$ 25.51 $ 60.62 $ 3.754$ 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 0.108$ 1.448$ 0.058$ 0.000$ 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 123.0 $ 43.93 $ 191.4 $ 288.4 $ 14.96 $ 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.813$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 661.6 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 60.62 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 109.0 " 11.35 " 0.763$ 0.000 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 85.05 " 22.62 " 0.548$ 0.000 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 49.69 $ 31.10 " 0.367$ 0.000 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 35.58 $ 28.61 " 0.250$ 0.000 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 26.54 # 21.45 " 0.178$ 0.000 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.00 # 15.09 " 0.125$ 0.000 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.60 " 11.50 " 0.082$ 0.000 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.17 " 9.012" 0.069$ 0.000 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.54 " 7.188" 0.064$ 0.000 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 32.79 " 6.006" 0.054$ 0.000 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 49.68 " 5.215" 0.039$ 0.000 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 33.63 " 5.803" 0.017$ 0.000 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.29 " 7.268" 0.013$ 0.000 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20.62 " 23.82 " 0.006$ 0.000 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.17 " 50.51 " 0.002$ 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.77 " 47.01 " 0.000$ 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.319" 32.80 " 0.000$ 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.034" 21.10 " 0.000 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.66 " 14.31 " 0.000 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.33 " 10.22 " 0.000 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 72.42 " 7.670" 0.000 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 140.8 " 5.986" 0.000 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 107.8 " 4.858" 0.000 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 82.38 " 3.998" 0.000 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 49.11 " 3.169$ 0.000 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 32.57 " 2.421$ 0.000 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24.03 " 1.941$ 0.000 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.730$ 17.89 " 1.643$ 0.000 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 3.715" 13.85 " 1.366$ 0.000 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 3.069$ 11.26 " 1.055$ 0.000 0.000 0.000 30
31 0.000 0.000 0.000 20.27 " 9.535" 0.000 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.896$ 37.84 $ 13.87 $ 0.083$ 0.000 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 24.03 $ 8.341$ 0.000$ 0.000 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 20.27 $ 140.8 $ 50.51 $ 0.763$ 0.000 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 8.034$ 1.055$ 0.000$ 0.000 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 27.79 $1173 $ 416.1 $ 2.574$ 0.000 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.437$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 1619 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 140.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 10.32 " 50.35 " 258.4 " 95.13 " 2.297$ 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 8.788" 64.20 " 306.5 " 111.4 " 1.927$ 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 10.90 " 47.71 " 191.7 " 237.8 " 1.583$ 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 38.31 " 34.55 " 153.5 " 199.0 " 1.203$ 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 83.83 " 36.06 " 116.3 " 119.9 " 0.917$ 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 57.26 " 56.51 " 83.57 " 78.20 " 0.691$ 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 35.48 " 47.77 " 68.32 " 59.63 " 0.462$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 25.77 " 50.19 " 90.98 " 57.05 " 0.379$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 20.16 " 129.5 " 132.3 " 62.71 " 0.320$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 29.68 " 210.6 " 114.6 " 66.19 " 0.356$ 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 47.91 " 155.4 " 89.36 " 58.50 " 0.575$ 0.000 11
12 0.000 0.000 0.000 0.000 0.000 11.21 & 93.44 " 107.6 " 100.7 " 43.01 " 0.600$ 0.000 12
13 0.000 0.000 0.000 0.000 0.000 9.204& 65.53 " 105.2 " 83.88 " 32.51 " 0.438$ 0.000 13
14 0.000 0.000 0.000 0.000 0.000 7.608& 41.26 " 82.90 " 58.22 " 25.23 " 0.281$ 0.000 14
15 0.000 0.000 0.000 0.000 0.000 14.15 & 29.50 " 53.22 " 46.43 " 20.26 " 0.155$ 0.000 15
16 0.000 0.000 0.000 0.000 0.000 30.27 & 27.77 " 41.26 " 60.62 " 17.45 " 0.113$ 0.000 16
17 0.000 0.000 0.000 0.000 0.000 26.23 & 87.72 " 37.34 " 114.5 " 16.34 " 0.070$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 21.93 & 146.6 " 61.38 " 95.98 " 14.98 " 0.041$ 0.000 18
19 0.000 0.000 0.000 0.000 0.000 21.58 & 116.8 " 174.7 " 76.10 " 13.44 " 0.022$ 0.000 19
20 0.000 0.000 0.000 0.000 0.000 17.33 & 71.11 " 137.6 " 98.58 " 12.34 " 0.018$ 0.000 20
21 0.000 0.000 0.000 0.000 0.000 14.56 & 47.89 " 86.34 " 97.50 " 10.94 " 0.014$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 22.12 & 58.03 " 99.92 " 62.39 " 9.594" 0.007$ 0.000 22
23 0.000 0.000 0.000 0.000 0.000 40.13 " 112.5 " 199.8 " 53.17 " 8.298" 0.002$ 0.000 23
24 0.000 0.000 0.000 0.000 0.000 35.23 " 105.2 " 149.6 " 89.39 " 6.800" 0.000$ 0.000 24
25 0.000 0.000 0.000 0.000 0.000 32.47 " 79.53 " 83.68 " 104.9 " 5.778" 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 25.15 " 56.07 " 52.35 " 87.28 " 5.277" 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 25.35 " 43.53 " 50.54 " 71.42 " 4.655" 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 23.57 " 34.74 " 243.0 $ 107.2 " 4.070" 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 16.83 " 28.10 "1646 & 230.4 " 3.714" 0.000 0.000 29
30 0.000 0.000 0.000 0.000 12.61 " 23.42 " 820.7 & 159.8 " 3.126$ 0.000 0.000 30
31 0.000 0.000 0.000 25.66 " 357.3 " 2.633$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 13.58 & 53.64 " 176.6 & 113.5 " 45.36 $ 0.416$ 0.000
Median 0.000 0.000 0.000 0.000 0.000 13.38 & 43.53 " 83.68 & 96.74 " 17.45 $ 0.134$ 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 40.13 & 146.6 "1646 & 306.5 " 237.8 $ 2.297$ 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000& 8.788" 34.55 & 46.43 " 2.633$ 0.000$ 0.000
Total 0.000 0.000 0.000 0.000 0.000 407.5 &1663 "5473 &3404 "1406 $ 12.47 $ 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.79 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& $ ... Relative Uncertainty +/-20%
Annual Total 12366 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1646 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.189" 90.34 " 0.160$ 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.881" 55.39 " 0.149$ 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.595" 38.93 " 0.106$ 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001& 6.985" 32.65 " 0.062$ 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.163& 6.667" 26.64 " 0.042$ 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.457& 6.426" 21.20 " 0.026$ 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.396& 5.762" 17.21 " 0.011$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.365& 5.155" 14.74 " 0.005$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.151& 4.440" 13.27 " 0.001$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.82 " 3.797" 11.98 " 0.000$ 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 42.32 " 3.359" 10.32 " 0.000 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.22 " 2.969$ 8.701" 0.000 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23.40 " 2.588$ 7.280" 0.000 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 32.50 " 2.422$ 6.113" 0.000 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 60.71 " 2.191$ 5.085" 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 80.40 " 1.904$ 4.327" 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 45.95 " 1.618$ 3.544" 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 33.97 " 1.362$ 3.005$ 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.38 " 1.191$ 2.390$ 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 65.76 " 0.979$ 1.912$ 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 130.3 " 1.173$ 1.552$ 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 85.63 " 1.374$ 1.229$ 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 46.09 " 2.804$ 1.071$ 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.31 " 6.159" 0.924$ 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23.48 " 21.63 " 0.785$ 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.42 " 470.8 " 0.659$ 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13.87 " 728.7 # 0.548$ 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.74 " 358.8 " 0.456$ 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 9.752" 165.3 " 0.343$ 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 8.144" 141.5 " 0.239$ 0.000 0.000 30
31 0.000 0.000 0.000 0.000 6.972" 0.181$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.86 & 65.89 $ 12.36 $ 0.019$ 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18.82 & 4.798$ 4.327$ 0.000$ 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 130.3 & 728.7 $ 90.34 $ 0.160$ 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000& 0.979$ 0.181$ 0.000$ 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 863.7 &1977 $ 383.0 $ 0.563$ 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 8.833& " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 3224 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 728.7 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 115.8 " 1.463$ 0.050$ 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 70.01 " 1.338$ 0.027$ 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 56.33 " 1.219$ 0.027$ 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 48.52 " 1.490$ 0.023$ 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 36.27 " 2.940$ 0.013$ 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41.65 " 7.108" 0.006$ 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41.56 " 11.12 " 0.002$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.472$ 34.61 " 10.88 " 0.000$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.935# 27.72 " 9.353" 0.000$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.26 " 22.57 " 7.317" 0.000 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 112.0 " 18.43 " 5.676" 0.000 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 79.25 " 15.00 " 4.344" 0.000 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41.33 " 12.73 " 3.814" 0.000 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.48 " 10.86 " 3.129$ 0.000 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22.83 " 9.365" 2.457$ 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20.42 " 8.239" 1.976$ 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22.00 " 7.544" 1.616$ 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.07 " 7.112" 1.182$ 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.93 " 7.373" 0.909$ 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.95 " 7.293" 0.737$ 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.11 " 6.484" 0.956$ 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.87 " 5.540" 0.998$ 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28.44 " 4.943" 0.744$ 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.49 " 4.302" 0.826$ 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 29.08 " 3.638" 0.709$ 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21.63 " 3.004$ 0.531$ 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.25 " 2.542$ 0.386$ 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.56 " 2.091$ 0.291$ 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 13.33 " 1.792$ 0.216$ 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 43.65 " 1.665$ 0.130$ 0.000 0.000 30
31 0.000 0.000 0.000 0.000 115.3 " 0.076$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24.15 $ 21.17 $ 2.772$ 0.005$ 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.87 $ 8.802$ 1.338$ 0.000$ 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 115.3 $ 115.8 $ 11.12 $ 0.050$ 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 1.665$ 0.076$ 0.000$ 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 748.7 $ 635.0 $ 85.93 $ 0.148$ 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.027$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 1470 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 115.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30
31 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
Annual Mean 0.000
Ann. Median 0.000
Annual Total 0.000
Maximum Minimum
Daily 0.000 0.000
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.964" 4.809" 0.066$ 0.036$ 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.379" 4.268" 0.139$ 0.017$ 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.793" 4.292" 0.143$ 0.008$ 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.150$ 5.194" 4.486" 0.078$ 0.003$ 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.474" 4.967" 4.336" 0.047$ 0.000$ 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.171" 8.036" 4.122" 0.032$ 0.000 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.481" 29.68 " 3.766" 0.024$ 0.000 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.78 " 80.88 " 3.500" 0.017$ 0.000 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.333" 66.01 " 3.228" 0.096$ 0.000 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.865" 39.43 " 2.838$ 0.582$ 0.000 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.294" 27.16 " 2.397$ 0.549$ 0.000 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.407" 19.47 " 2.025$ 1.467$ 0.000 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.50 " 14.54 " 1.708$ 2.485$ 0.000 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 37.16 " 11.31 " 1.517$ 3.017$ 0.000 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 50.62 " 8.738" 1.463$ 2.845$ 0.000 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 44.73 " 6.915" 1.301$ 2.125$ 0.000 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31.56 " 5.720" 1.104$ 1.654$ 0.000 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 28.80 " 5.003" 0.904$ 1.202$ 0.000 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 30.89 " 4.773" 0.755$ 0.850$ 0.000 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 29.96 " 5.504" 0.618$ 0.608$ 0.000 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 27.17 " 19.96 " 0.508$ 0.439$ 0.000 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 19.96 " 52.09 " 0.400$ 0.283$ 0.000 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 15.45 " 47.51 " 0.304$ 0.192$ 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.58 " 28.58 " 0.230$ 0.132$ 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10.42 " 19.13 " 0.175$ 0.094$ 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.433" 13.57 " 0.127$ 0.064$ 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.939" 10.52 " 0.089$ 0.032$ 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.077" 9.230" 0.061$ 0.043$ 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5.244" 7.196" 0.042$ 0.029$ 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 4.354" 5.709" 0.039$ 0.046$ 0.000 30
31 0.000 0.000 0.000 0.000 3.857" 0.032$ 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14.70 $ 19.00 " 1.789$ 0.646$ 0.002$
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.171$ 9.873" 1.301$ 0.141$ 0.000$
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 50.62 $ 80.88 " 4.809$ 3.017$ 0.036$
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 3.964" 0.032$ 0.017$ 0.000$
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 455.7 $ 570.0 " 55.45 $ 19.38 $ 0.063$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 3.007$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ $ ... Relative Uncertainty +/-20%
Annual Total 1101 $
Maximum Minimum
Daily 80.88 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 1.489$ 26.73 " 548.9 " 46.93 " 33.34 " 13.68 " 3.231$ 1
2 0.000 0.000 0.000 0.000 0.000 38.90 $ 31.97 " 893.2 $ 54.82 " 31.46 " 9.822" 2.419$ 2
3 0.000 0.000 0.000 0.000 0.000 23.59 " 27.99 " 478.0 " 91.25 " 31.33 " 8.044" 1.753$ 3
4 0.000 0.000 0.000 0.000 0.000 14.11 " 27.33 " 215.3 " 100.4 " 34.09 " 6.598" 1.250$ 4
5 0.000 0.000 0.000 0.000 0.000 10.01 " 23.82 " 128.1 " 67.25 " 32.53 " 5.480" 0.853$ 5
6 0.000 0.000 0.000 0.000 0.000 7.275" 25.13 " 94.79 " 45.94 " 31.05 " 4.613" 0.625$ 6
7 0.000 0.000 0.000 0.000 0.000 5.331" 44.07 " 71.75 " 33.59 " 28.23 " 4.123" 0.498$ 7
8 0.000 0.000 0.000 0.000 0.000 4.133" 72.03 " 55.28 " 25.86 " 24.25 " 3.689" 0.332$ 8
9 0.000 0.000 0.000 0.000 0.000 3.369" 96.20 " 50.50 " 63.28 " 19.73 " 3.189$ 0.226$ 9
10 0.000 0.000 0.000 0.000 0.000 3.145$ 113.3 " 69.86 " 473.7 " 15.49 " 2.578$ 0.253$ 10
11 0.000 0.000 0.000 0.000 0.000 3.411" 172.2 " 200.5 " 413.4 " 14.45 " 2.068$ 0.276$ 11
12 0.000 0.000 0.000 0.000 0.000 3.529" 109.8 " 391.0 " 151.8 " 23.54 " 1.675$ 0.222$ 12
13 0.000 0.000 0.000 0.000 0.000 4.104" 84.49 " 189.5 " 92.18 " 39.64 " 1.335$ 0.110$ 13
14 0.000 0.000 0.000 0.000 0.000 4.400" 128.4 " 111.6 " 64.29 " 39.59 " 1.057$ 0.100$ 14
15 0.000 0.000 0.000 0.000 0.000 7.263" 122.1 " 77.25 " 46.80 " 30.66 " 0.856$ 0.076$ 15
16 0.000 0.000 0.000 0.000 0.000 19.85 " 155.1 " 56.49 " 44.47 " 23.01 " 0.696$ 0.058$ 16
17 0.000 0.000 0.000 0.000 0.000 30.66 " 159.2 " 45.67 " 74.86 " 16.91 " 0.592$ 0.054$ 17
18 0.000 0.000 0.000 0.000 0.000 27.74 " 94.60 " 38.52 " 144.6 " 12.88 " 0.507$ 0.055$ 18
19 0.000 0.000 0.000 0.000 0.000 21.97 " 64.26 " 41.54 " 117.6 " 10.70 " 0.433$ 0.044$ 19
20 0.000 0.000 0.000 0.000 0.000 16.24 " 47.54 " 49.21 " 80.84 " 11.24 " 0.325$ 0.025$ 20
21 0.000 0.000 0.000 0.000 0.000 48.75 " 44.13 " 48.10 " 54.99 " 15.44 " 0.467$ 0.017$ 21
22 0.000 0.000 0.000 0.000 0.000 269.8 " 74.02 " 45.76 " 39.34 " 19.94 " 54.93 " 0.013$ 22
23 0.000 0.000 0.000 0.000 0.000 205.7 " 120.0 " 40.20 " 29.54 " 17.01 " 112.8 " 0.007$ 23
24 0.000 0.000 0.000 0.000 0.000 123.8 " 100.2 " 34.36 " 24.49 " 13.45 " 90.73 " 0.002$ 24
25 0.000 0.000 0.000 0.000 0.000 77.74 " 108.7 " 29.55 " 20.72 " 11.03 " 40.82 " 0.000$ 25
26 0.000 0.000 0.000 0.000 0.000 46.98 " 71.85 " 26.70 " 18.34 " 12.91 " 22.87 " 0.000 26
27 0.000 0.000 0.000 0.000 0.000 33.81 " 59.48 " 34.30 " 19.71 " 20.84 " 13.71 " 0.000 27
28 0.000 0.000 0.000 0.000 0.000 26.18 " 102.0 " 47.03 " 28.34 " 24.89 " 8.603" 0.000 28
29 0.000 0.000 0.000 0.000 22.88 " 145.3 " 56.28 " 50.19 " 26.96 " 5.752" 0.000 29
30 0.000 0.000 0.000 0.000 23.00 " 110.5 " 47.93 " 44.13 " 23.76 " 4.358" 0.000 30
31 0.000 0.000 1.821$ 194.4 " 47.00 " 18.29 " 0.000 31
Mean 0.000 0.000 0.000 0.000 0.059$ 37.64 $ 88.93 " 137.6 $ 85.45 " 22.86 " 14.21 $ 0.403$
Median 0.000 0.000 0.000 0.000 0.000$ 20.91 $ 94.60 " 55.28 $ 52.50 " 23.01 " 4.240$ 0.058$
Maximum 0.000 0.000 0.000 0.000 1.821$ 269.8 $ 194.4 " 893.2 $ 473.7 " 39.64 " 112.8 $ 3.231$
Minimum 0.000 0.000 0.000 0.000 0.000$ 1.489$ 23.82 " 26.70 $ 18.34 " 10.70 " 0.325$ 0.000$
Total 0.000 0.000 0.000 0.000 1.821$1129 $2757 "4264 $2564 " 708.7 " 426.4 $ 12.50 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.50 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.853$ $ ... Relative Uncertainty +/-20%
Annual Total 11863 $
Maximum Minimum
Daily 893.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.214$ 0.175$ 11.18 " 1.965$ 1
2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.048$ 0.207$ 10.93 " 1.771$ 2
3 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.976$ 0.159$ 7.106" 1.469$ 3
4 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.998$ 0.124$ 5.141" 1.273$ 4
5 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.900$ 0.155$ 3.784" 1.174$ 5
6 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.782$ 0.161$ 2.845$ 1.074$ 6
7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.669$ 0.171$ 2.262$ 0.897$ 7
8 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.555$ 0.139$ 1.733$ 0.811$ 8
9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.083$ 0.441$ 0.112$ 1.350$ 0.807$ 9
10 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.435$ 0.387$ 0.102$ 1.192$ 0.693$ 10
11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.884$ 0.328$ 0.184$ 1.660$ 0.538$ 11
12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22.03 " 0.410$ 0.145$ 8.068$ 0.436$ 12
13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16.50 " 0.326$ 0.103$ 8.638" 0.368$ 13
14 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12.05 " 0.239$ 0.097$ 13.14 " 0.295$ 14
15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 8.723" 0.212$ 0.092$ 11.02 " 0.235$ 15
16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11.73 " 0.163$ 0.075$ 9.467" 0.179$ 16
17 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.326" 0.135$ 0.061$ 7.190" 0.129$ 17
18 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.721" 0.132$ 0.055$ 6.124" 0.078$ 18
19 0.000 0.000 0.000 0.000 0.000 0.000 0.000 7.868" 0.247$ 0.049$ 6.943" 0.040$ 19
20 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.924" 0.341$ 0.043$ 8.682" 0.016$ 20
21 0.000 0.000 0.000 0.000 0.000 0.000 0.000 6.189" 0.412$ 0.040$ 11.65 " 0.003$ 21
22 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.930" 0.536$ 0.034$ 9.164" 0.000$ 22
23 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.944" 0.486$ 0.037$ 6.417" 0.000 23
24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.351" 0.476$ 0.217$ 5.045" 0.000 24
25 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.957$ 0.386$ 0.146$ 4.122" 0.000 25
26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.841$ 0.431$ 0.112$ 4.021" 0.000 26
27 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.489$ 0.546$ 0.309$ 3.756" 0.000 27
28 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.132$ 0.421$ 2.942$ 2.977$ 0.000 28
29 0.000 0.000 0.000 0.000 0.000 0.000 1.752$ 0.314$ 2.926$ 2.421$ 0.000 29
30 0.000 0.000 0.000 0.000 0.000 0.000 1.521$ 0.238$ 3.977" 2.002$ 0.000 30
31 0.000 0.000 0.000 0.000 1.380$ 6.309" 0.000 31
Mean 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4.508$ 0.492$ 0.628$ 6.001$ 0.460$
Median 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.841$ 0.416$ 0.139$ 5.632$ 0.179$
Maximum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 22.03 $ 1.214$ 6.309$ 13.14 $ 1.965$
Minimum 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000$ 0.132$ 0.034$ 1.192$ 0.000$
Total 0.000 0.000 0.000 0.000 0.000 0.000 0.000 139.8 $ 14.75 $ 19.46 $ 180.0 $ 14.25 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.009$ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ $ ... Relative Uncertainty +/-20%
Annual Total 368.3 $
Maximum Minimum
Daily 22.03 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 07/02/2023
Site 603003 Denmark River - Kompup Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.000 [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 0.000 0.000 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 23 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.000 [ ... Not Available
Ann. Median 0.000
Annual Total 0.000
Missing Days 329
Maximum Minimum
Daily 0.000 0.000