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Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1956
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] 2.520# 60.83 " 525.4 "1802 " 170.1 " 112.0 " 70.37 " 12.10 # 1
2 [ ] [ ] [ ] [ ] 2.081$ 51.75 " 784.6 "1723 " 163.6 " 91.78 " 67.46 " 12.03 # 2
3 [ ] [ ] [ ] [ ] 1.735$ 52.00 # 959.6 "1363 " 148.1 " 80.25 " 60.82 " 12.00 # 3
4 [ ] [ ] [ ] [ ] 1.813$ 61.70 "1105 "1132 " 118.2 " 70.21 " 53.40 # 11.87 # 4
5 [ ] [ ] [ ] [ ] 2.590# 63.90 " 951.0 " 935.8 " 181.0 " 61.96 " 44.81 # 22.61 # 5
6 [ ] [ ] [ ] [ ] 4.401# 71.61 " 699.9 " 812.8 " 319.2 " 56.19 " 37.58 # 34.68 # 6
7 [ ] [ ] [ ] [ ] 7.999# 66.86 " 640.5 " 684.0 " 312.7 " 50.27 # 32.56 # 23.80 # 7
8 [ ] [ ] [ ] [ ] 13.80 # 53.24 #1569 " 715.6 " 227.9 " 95.73 # 28.98 # 20.93 # 8
9 [ ] [ ] [ ] [ ] 16.04 # 49.75 #1641 " 792.4 " 174.0 " 565.4 " 25.00 # 18.31 # 9
10 [ ] [ ] [ ] [ ] 15.04 # 50.16 #1571 " 729.5 " 166.3 " 738.4 " 22.57 # 14.75 # 10
11 [ ] [ ] [ ] [ ] 13.99 # 87.35 "1587 " 657.5 " 140.1 " 467.5 " 20.38 # 12.23 # 11
12 [ ] [ ] [ ] [ ] 14.61 # 209.6 "1413 " 597.9 " 110.4 " 266.2 " 19.58 # 10.52 # 12
13 [ ] [ ] [ ] [ ] 18.77 # 251.7 "1113 " 567.3 " 94.04 " 311.4 " 17.80 # 9.392# 13
14 [ ] [ ] [ ] [ ] 24.37 # 302.2 " 857.9 " 509.3 " 82.69 " 357.0 " 18.20 # 8.830# 14
15 [ ] [ ] [ ] [ ] 34.10 # 286.4 " 701.5 " 470.3 " 72.99 " 292.3 " 44.53 # 8.028# 15
16 [ ] [ ] [ ] [ ] 42.74 # 258.1 " 575.2 " 404.7 " 66.31 " 228.2 " 38.23 # 7.382# 16
17 [ ] [ ] [ ] [ ] 48.49 # 215.8 " 475.0 " 347.0 " 101.6 " 173.0 " 32.93 # 7.161# 17
18 [ ] [ ] [ ] [ ] 45.13 # 147.3 " 445.6 " 314.4 " 90.61 " 140.7 " 29.03 # 7.053# 18
19 [ ] [ ] [ ] 6.968# 34.87 # 100.6 " 398.3 " 281.7 " 75.02 " 129.0 " 22.88 # 7.160# 19
20 [ ] [ ] [ ] 6.636# 28.06 # 79.63 " 322.2 " 244.9 " 67.61 " 107.6 " 19.23 # 6.926# 20
21 [ ] [ ] [ ] 6.408# 25.41 # 80.74 " 275.3 " 264.3 " 72.97 " 88.46 " 18.07 # 6.360# 21
22 [ ] [ ] [ ] 6.105# 22.63 # 101.3 " 266.0 " 271.0 " 77.45 " 71.97 " 16.63 # 5.748# 22
23 [ ] [ ] [ ] 5.579# 22.50 # 93.89 " 367.5 " 238.6 " 71.19 " 64.07 " 14.82 # 5.134# 23
24 [ ] [ ] [ ] 4.907# 20.88 # 82.19 " 670.7 " 199.3 " 117.9 " 121.5 " 13.24 # 4.680# 24
25 [ ] [ ] [ ] 4.278# 20.56 # 135.1 " 783.1 " 164.5 " 257.0 " 238.0 " 12.50 # 4.325# 25
26 [ ] [ ] [ ] 4.124# 23.78 # 725.9 # 776.9 " 190.8 " 324.2 " 238.3 " 11.80 # 3.999# 26
27 [ ] [ ] [ ] 4.051# 34.59 # 911.2 " 671.9 " 221.3 " 279.5 " 177.1 " 10.91 # 3.735# 27
28 [ ] [ ] [ ] 3.915# 32.18 # 661.6 " 752.0 " 180.2 " 204.3 " 109.3 " 10.67 # 3.563# 28
29 [ ] [ ] [ ] 3.572# 36.48 # 524.8 "1191 " 166.9 " 170.1 " 93.83 " 10.65 # 3.364# 29
30 [ ] [ ] 2.941# 70.09 " 501.6 "1527 " 153.4 " 139.4 " 81.68 " 11.38 # 3.301# 30
31 [ ] [ ] 80.96 " 1836 " 140.1 " 71.91 " 3.271# 31
Mean [ ] [ ] [ ] 4.957# 24.62 $ 211.3 # 885.6 " 557.3 " 153.2 " 185.5 # 27.90 # 10.17 #
Median [ ] [ ] [ ] 4.593# 22.50 $ 97.25 # 776.9 " 404.7 " 139.8 " 112.0 # 21.47 # 7.382#
Maximum [ ] [ ] [ ] 6.968# 80.96 $ 911.2 #1836 "1802 " 324.2 " 738.4 # 70.37 # 34.68 #
Minimum [ ] [ ] [ ] 2.941# 1.735$ 49.75 # 266.0 " 140.1 " 66.31 " 50.27 # 10.65 # 3.271#
Total [ ] [ ] [ ] 59.48# 763.2 $ 6339 #27453 "17276 " 4596 " 5751 # 837.0 # 315.2 #
Missing Days 31 29 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 246.7 $ " ... Relative Uncertainty +/-10%
Ann. Median 80.25 $ # ... Relative Uncertainty +/-15%
Annual Total 63390 $ $ ... Relative Uncertainty +/-20%
Missing Days 109 [ ... Not Available
Maximum Minimum
Daily 1836 $ 1.735$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1957
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.091# 0.507& 0.295& 0.423& 3.719# 9.232# 995.1 " 313.2 " 777.1 " 39.60 # 21.48 # 1.854$ 1
2 2.870# 0.455& 0.295& 0.385& 3.260# 8.728# 881.3 " 333.4 " 736.8 " 35.15 # 18.15 # 1.735$ 2
3 2.793# 0.367& 0.301& 0.361& 2.745# 8.284# 885.2 " 296.5 " 621.1 " 31.44 # 15.60 # 1.556$ 3
4 2.633# 0.342& 0.295& 0.344& 2.486# 8.707# 790.9 " 238.5 " 539.2 " 41.17 # 13.27 # 1.434$ 4
5 2.633# 0.404& 0.292& 0.338& 2.223# 14.15 # 726.5 " 191.3 " 954.6 " 65.45 " 11.90 # 1.434$ 5
6 2.564# 0.409& 0.287& 0.331& 2.071# 15.98 # 585.5 " 222.4 "1026 " 64.14 " 11.44 # 1.434$ 6
7 2.271# 0.389& 0.800& 0.330& 3.823# 14.55 # 475.0 " 237.7 " 969.5 " 61.21 " 10.83 # 1.355$ 7
8 2.115# 0.370& 2.150$ 0.378& 6.457# 12.53 # 364.9 " 243.6 " 807.3 " 48.05 # 10.10 # 1.319$ 8
9 1.995# 0.850& 1.692$ 0.400& 7.577# 15.92 # 289.9 " 272.7 " 661.0 " 37.36 # 9.602# 1.289$ 9
10 1.852$ 0.602& 1.508$ 0.399& 6.603# 49.97 # 258.1 " 320.1 " 516.5 " 32.54 # 8.328# 1.375$ 10
11 1.610$ 0.433& 1.298$ 0.410& 5.471# 91.28 " 239.2 " 506.6 " 385.7 " 30.07 # 7.560# 1.319$ 11
12 1.456$ 0.346& 1.245$ 0.599& 4.981# 57.56 # 289.6 " 558.2 " 299.3 " 27.23 # 6.982# 1.244$ 12
13 1.364$ 0.336& 1.311$ 0.657$ 5.071# 47.95 # 392.0 " 516.0 " 257.5 " 24.94 # 6.493# 1.190$ 13
14 1.282$ 0.375& 1.256$ 1.002$ 5.658# 37.19 # 446.8 " 467.4 " 220.6 " 22.75 # 6.044# 1.107$ 14
15 1.272$ 0.393& 1.169$ 1.811$ 9.730# 31.51 # 352.9 " 406.1 " 187.2 " 20.91 # 5.500# 1.035$ 15
16 1.091$ 0.402& 1.037$ 2.202# 14.15 # 36.91 # 279.8 " 319.8 " 153.2 " 18.85 # 5.138# 1.023$ 16
17 0.973$ 0.343& 0.808$ 1.735$ 12.83 # 30.13 # 321.0 " 263.1 " 126.1 " 17.05 # 4.547# 1.023$ 17
18 0.965$ 0.338& 0.990$ 1.724$ 9.996# 42.71 # 376.4 " 368.1 " 108.5 " 15.99 # 4.200# 1.023$ 18
19 0.945$ 0.333& 1.527$ 1.677$ 8.496# 92.68 " 472.4 " 492.0 " 94.50 " 15.56 # 4.330# 1.023$ 19
20 0.867$ 0.338& 1.364$ 1.484$ 6.959# 168.5 " 354.6 " 620.3 " 85.67 " 37.54 # 4.432# 1.023$ 20
21 0.871$ 0.338& 1.262$ 3.418$ 5.780# 153.8 " 290.5 " 646.7 " 80.78 " 210.1 " 4.432# 1.023$ 21
22 0.855$ 0.327& 1.132$ 7.978# 5.275# 107.7 " 254.0 " 553.3 " 72.94 " 165.8 " 4.230# 1.023$ 22
23 0.810$ 0.318& 0.881$ 9.056# 6.835# 210.6 " 219.5 " 463.5 " 69.37 " 101.0 " 4.005# 0.971$ 23
24 0.721$ 0.316& 0.792$ 7.362# 7.839# 293.0 " 192.5 " 549.4 " 68.03 " 62.85 " 4.005# 0.976$ 24
25 0.666$ 0.307& 0.799$ 5.379# 7.476# 370.6 " 160.4 " 769.8 " 62.65 " 42.79 # 3.671# 0.831$ 25
26 0.487& 0.291& 0.712$ 5.295# 6.345# 686.4 " 154.3 " 724.9 " 58.78 " 34.49 # 3.253# 0.475& 26
27 0.381& 0.294& 0.611$ 6.134# 7.138#1093 " 218.4 " 617.3 " 56.92 " 30.36 # 2.816# 0.419& 27
28 0.399& 0.295& 0.555$ 5.559# 9.578#1605 " 242.0 " 527.9 " 54.89 " 29.48 # 2.501# 0.435& 28
29 0.379& 0.493& 4.798# 9.904#1472 " 223.1 " 795.7 " 50.99 # 23.26 # 2.213# 0.459& 29
30 0.416& 0.467& 4.289# 8.708#1277 " 190.7 " 779.3 " 44.89 # 20.10 # 2.034# 0.457& 30
31 0.464& 0.461& 8.840# 245.1 " 849.3 " 19.61 # 0.437& 31
Mean 1.390& 0.386& 0.906& 2.542& 6.710# 268.8 # 392.5 " 466.6 " 338.3 # 46.03 # 7.303# 1.074&
Median 1.091& 0.344& 0.808& 1.580& 6.603# 48.96 # 290.5 " 467.4 " 170.2 # 32.54 # 5.319# 1.023&
Maximum 3.091& 0.850& 2.150& 9.056& 14.15 #1605 # 995.1 " 849.3 "1026 # 210.1 # 21.48 # 1.854&
Minimum 0.379& 0.291& 0.287& 0.330& 2.071# 8.284# 154.3 " 191.3 " 44.89 # 15.56 # 2.034# 0.419&
Total 43.09& 10.82& 28.09& 76.26& 208.0 # 8063 #12168 "14464 "10148 # 1427 # 219.1 # 33.30&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 128.5 & " ... Relative Uncertainty +/-10%
Ann. Median 6.835& # ... Relative Uncertainty +/-15%
Annual Total 46888 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1605 & 0.287&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1958
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 0.401& 0.375& 0.288& 0.320& 3.089# 6.753# 18.61 # 612.2 $ 386.6 $ 271.6 $ 28.80 $ 5.558# 1
2 0.386& 0.360& 0.282& 0.319& 2.775# 7.297# 52.84 # 498.0 $ 451.0 $ 228.9 $ 24.24 $ 5.110# 2
3 0.366& 0.348& 0.279& 0.315& 2.565# 20.79 # 86.16 " 437.2 $ 409.9 $ 222.7 $ 30.01 $ 4.798# 3
4 0.342& 0.341& 0.277& 0.335& 2.317# 107.1 " 64.83 " 446.3 $ 375.6 $ 398.0 $ 34.42 $ 4.461# 4
5 0.339& 0.337& 0.273& 0.460& 2.113$ 66.98 # 68.32 " 674.9 $ 343.8 " 816.4 $ 27.68 $ 4.177# 5
6 0.334& 0.332& 0.271& 0.461& 2.313# 34.92 # 91.50 " 921.4 $ 294.8 " 638.4 $ 25.21 $ 3.728# 6
7 0.328& 0.328& 0.270& 0.435& 4.501# 22.54 # 82.87 "1012 $ 244.4 " 477.2 $ 24.18 $ 3.520# 7
8 0.320& 0.322& 0.269& 0.410& 5.841# 17.42 # 65.05 " 838.9 $ 328.7 " 322.3 $ 25.03 $ 4.070# 8
9 0.316& 0.317& 0.268& 0.387& 5.681# 14.52 # 95.32 " 632.9 $ 815.5 " 263.6 $ 24.43 $ 3.683# 9
10 0.306& 0.312& 0.267& 0.370& 5.614# 12.62 # 107.2 " 521.6 $ 970.4 " 216.6 $ 23.60 $ 3.429# 10
11 0.303& 0.312& 0.265& 0.354& 5.407# 11.16 # 98.65 " 466.8 $ 829.8 " 195.4 $ 23.41 $ 3.164# 11
12 0.298& 0.319& 0.262& 0.345& 5.121# 10.40 # 109.0 " 469.9 $ 678.8 " 209.0 $ 28.67 $ 2.956# 12
13 0.294& 0.632& 0.259& 0.347& 5.747# 9.851# 117.9 " 502.1 $ 518.1 " 230.6 $ 31.11 $ 3.140# 13
14 0.287& 0.554& 0.257& 0.365& 6.851# 9.418# 251.5 " 479.7 $ 414.1 $ 305.7 $ 23.57 $ 3.219# 14
15 0.283& 0.460& 0.255& 0.365& 6.998# 8.858# 488.6 " 449.8 $ 352.5 $ 461.2 $ 18.76 $ 2.896# 15
16 0.279& 0.399& 0.255& 0.365& 7.310# 8.384# 322.8 " 424.3 $ 477.1 $ 349.3 $ 15.74 $ 2.730# 16
17 0.278& 0.348& 0.254& 0.381& 7.804# 8.153# 249.7 " 404.0 $ 407.3 $ 267.0 $ 13.28 $ 2.517# 17
18 0.276& 0.336& 0.253& 0.509& 8.479# 9.085# 292.1 " 390.4 $ 324.6 $ 207.6 $ 12.17 $ 2.320# 18
19 0.274& 0.327& 0.250& 0.600$ 8.744# 12.22 # 723.0 " 375.3 $ 256.0 $ 156.0 $ 11.75 $ 2.319# 19
20 0.273& 0.317& 0.250& 0.568$ 8.174# 15.79 # 464.9 " 363.7 $ 221.4 $ 116.4 $ 11.13 $ 2.299# 20
21 0.271& 0.311& 0.250& 0.535$ 14.17 $ 16.96 # 341.7 " 353.3 $ 204.9 $ 90.25 $ 10.55 # 2.769# 21
22 0.268& 0.308& 0.250& 0.506& 34.19 $ 17.35 # 528.0 " 363.7 $ 291.2 $ 76.81 $ 9.727# 3.906# 22
23 0.267& 0.304& 0.241& 0.481& 59.06 $ 17.44 # 838.7 $ 412.1 $ 965.8 $ 65.15 " 8.893# 4.326# 23
24 0.272& 0.301& 0.242& 0.461& 33.02 $ 14.44 # 733.0 $ 424.4 $ 883.1 $ 57.19 " 8.041# 4.543# 24
25 0.307& 0.298& 0.257& 0.449& 18.66 $ 12.18 # 685.3 $ 395.7 $ 548.8 $ 52.34 " 7.318# 3.804# 25
26 0.444& 0.296& 0.289& 0.558& 12.92 $ 10.99 # 902.8 $ 374.3 $ 400.5 $ 50.75 # 7.360# 3.114# 26
27 0.490& 0.293& 0.315& 2.927$ 10.27 $ 11.05 # 909.1 $ 353.2 $ 322.1 $ 44.98 # 7.464# 2.708# 27
28 0.469& 0.291& 0.322& 3.823$ 8.697# 12.68 # 997.7 $ 333.4 $ 262.4 $ 39.99 # 7.135# 2.470# 28
29 0.446& 0.324& 3.255$ 7.372# 13.13 #1057 $ 315.7 $ 236.7 $ 39.35 # 6.692# 2.421# 29
30 0.423& 0.323& 3.083$ 6.692# 12.89 # 796.4 $ 305.9 $ 307.7 $ 41.40 # 6.028# 2.319# 30
31 0.397& 0.321& 6.599# 728.1 $ 306.2 $ 35.18 $ 2.287# 31
Mean 0.333& 0.349& 0.272& 0.803& 10.29 $ 18.44 # 399.0 $ 479.3 $ 450.8 $ 224.1 $ 17.88 $ 3.379#
Median 0.307& 0.325& 0.267& 0.442& 6.851$ 12.65 # 292.1 $ 424.4 $ 381.1 $ 209.0 $ 17.25 $ 3.164#
Maximum 0.490& 0.632& 0.324& 3.823& 59.06 $ 107.1 #1057 $1012 $ 970.4 $ 816.4 $ 34.42 $ 5.558#
Minimum 0.267& 0.291& 0.241& 0.315& 2.113$ 6.753# 18.61 $ 305.9 $ 204.9 $ 35.18 $ 6.028$ 2.287#
Total 10.34& 9.78& 8.44& 24.09& 319.1 $ 553.3 #12368 $14860 $13523 $ 6947 $ 536.4 $ 104.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 135.0 & " ... Relative Uncertainty +/-10%
Ann. Median 8.384& # ... Relative Uncertainty +/-15%
Annual Total 49265 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1057 & 0.241&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1959
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 1.984$ 0.331& 0.268& 0.266& 1.275$ 3.365# 5.972# 38.98 # 22.88 # 78.70 " 30.45 # 24.07 # 1
2 1.686$ 0.329& 0.273& 0.278& 1.210$ 15.31 # 6.115# 37.32 # 20.58 # 224.0 " 55.37 # 20.23 # 2
3 1.566$ 0.328& 0.270& 0.396& 1.096$ 13.63 # 7.262# 38.31 # 18.42 # 131.6 " 88.83 " 23.75 # 3
4 1.402$ 0.327& 0.265& 0.511& 1.790$ 8.106# 9.293# 45.17 # 17.21 # 97.95 " 73.05 " 26.48 # 4
5 1.164$ 0.325& 0.260& 0.407& 1.615$ 6.470# 7.769# 41.00 # 16.93 # 96.85 " 58.00 " 21.75 # 5
6 0.913$ 0.325& 0.260& 0.347& 1.326$ 7.979# 6.783# 35.12 # 16.32 # 129.0 " 44.20 # 19.94 # 6
7 0.778$ 0.328& 0.261& 0.330& 1.256$ 8.099# 6.116# 39.44 # 14.88 # 241.4 " 35.68 # 17.61 # 7
8 0.719$ 0.338& 0.259& 0.327& 1.301$ 7.233# 5.683# 37.79 # 13.87 # 285.9 " 29.19 # 15.47 # 8
9 0.616$ 0.392& 0.257& 0.335& 1.119$ 6.332# 5.267# 50.31 # 13.12 # 202.2 " 24.18 # 13.76 # 9
10 0.559$ 0.420& 0.253& 0.363& 1.710$ 5.418# 5.445# 63.87 " 12.81 # 177.3 " 20.38 # 13.20 # 10
11 0.560$ 0.643& 0.245& 0.578& 1.684$ 4.587# 5.765# 91.47 " 32.22 # 151.8 " 18.18 # 12.22 # 11
12 0.581$ 0.661$ 0.237& 2.527$ 1.762$ 4.088# 6.273# 128.0 " 84.23 " 118.0 " 17.03 # 10.88 # 12
13 0.572$ 0.548$ 0.238& 2.893# 2.351# 3.708# 6.535# 75.20 " 310.1 " 94.32 " 15.72 # 10.88 # 13
14 0.491& 0.516& 0.249& 2.284$ 1.990# 3.686# 6.771# 56.61 # 440.5 " 72.88 " 14.19 # 20.82 # 14
15 0.419& 0.500& 0.262& 4.404# 1.765$ 3.652# 6.317# 43.03 # 227.2 " 59.32 " 12.96 # 16.75 # 15
16 0.366& 0.489& 0.269& 2.617# 1.687$ 3.545# 5.734# 32.88 # 274.9 " 51.71 " 12.28 # 13.56 # 16
17 0.391& 0.472& 0.267& 1.922$ 2.598# 7.789# 5.315# 26.59 # 785.9 " 48.41 # 11.69 # 12.28 # 17
18 0.346& 0.445& 0.259& 1.415$ 2.629# 18.96 # 6.657# 24.50 # 720.2 " 42.26 # 11.32 # 11.69 # 18
19 0.513& 0.385& 0.254& 1.113$ 2.505# 14.53 # 9.708# 217.5 # 356.8 " 37.10 # 11.26 # 10.88 # 19
20 0.522& 0.329& 0.262& 0.919$ 2.489# 12.20 # 16.23 # 169.5 " 257.2 " 32.74 # 10.88 # 9.562# 20
21 0.438& 0.303& 0.265& 0.900$ 2.866# 13.25 # 30.03 # 112.2 " 200.7 " 28.74 # 42.46 # 8.138# 21
22 0.416& 0.285& 0.259& 0.848$ 2.489# 13.27 # 33.29 # 91.65 " 168.5 " 38.29 # 324.4 " 7.193# 22
23 0.424& 0.273& 0.262& 1.059$ 1.785$ 12.56 # 28.36 # 66.09 " 137.3 " 97.76 " 102.3 " 6.346# 23
24 0.430& 0.274& 0.272& 1.332$ 1.655$ 13.78 # 29.04 # 53.93 " 108.1 " 84.55 " 52.95 # 5.656# 24
25 0.392& 0.281& 0.270& 1.210$ 1.428$ 12.93 # 34.86 # 54.97 " 88.81 " 55.75 # 36.56 # 4.932# 25
26 0.374& 0.280& 0.267& 1.178$ 1.271$ 10.03 # 44.12 # 47.55 # 84.57 " 47.85 # 28.46 # 4.594# 26
27 0.359& 0.275& 0.266& 1.360$ 1.298$ 8.215# 27.63 # 38.96 # 87.14 " 68.29 " 30.79 # 4.331# 27
28 0.347& 0.271& 0.273& 1.303$ 1.547$ 7.774# 19.88 # 32.86 # 67.41 " 64.99 " 53.27 # 4.287# 28
29 0.341& 0.281& 1.441$ 2.072$ 7.256# 19.92 # 29.79 # 58.96 " 54.00 " 45.19 # 4.243# 29
30 0.337& 0.279& 1.214$ 1.917# 6.710# 18.42 # 30.50 # 54.21 " 46.82 # 30.40 # 5.317# 30
31 0.334& 0.274& 1.980# 20.38 # 26.79 # 37.13 # 8.067# 31
Mean 0.656& 0.381& 0.262& 1.203& 1.789$ 8.815# 14.42 # 60.58 # 157.1 # 96.69 # 44.72 # 12.54 #
Median 0.491& 0.329& 0.262& 1.086& 1.710$ 7.884# 7.262# 43.03 # 84.40 # 72.88 # 30.43 # 11.69 #
Maximum 1.984& 0.661& 0.281& 4.404& 2.866$ 18.96 # 44.12 # 217.5 # 785.9 # 285.9 # 324.4 # 26.48 #
Minimum 0.334& 0.271& 0.237& 0.266& 1.096$ 3.365# 5.267# 24.50 # 12.81 # 28.74 # 10.88 # 4.243#
Total 20.34 & 10.67 & 8.137& 36.08 & 55.47 $ 264.5 # 446.9 #1878 #4712 #2998 #1342 # 388.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.32 & " ... Relative Uncertainty +/-10%
Ann. Median 6.710& # ... Relative Uncertainty +/-15%
Annual Total 12160 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 785.9 & 0.237&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1960
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 15.89 # 1.059$ 0.600$ 7.677# 15.91 # 88.62 " 383.6 "5099 " 332.8 " 195.5 " 15.98 # 7.083# 1
2 21.00 # 0.975$ 0.746$ 6.322# 14.66 # 97.32 " 372.2 "3786 " 315.2 " 154.9 " 14.72 # 6.883# 2
3 18.06 # 0.908$ 0.897$ 5.378# 18.23 # 78.71 " 355.1 "2779 " 254.5 " 158.3 " 13.70 # 6.995# 3
4 13.13 # 0.855$ 0.909$ 4.577# 26.03 # 94.16 " 378.8 "2685 " 208.1 " 140.1 " 12.83 # 6.853# 4
5 9.598# 0.853$ 0.897$ 4.179# 22.69 # 86.13 " 279.4 "2470 " 206.8 " 119.4 " 11.80 # 6.334# 5
6 7.405# 0.778$ 0.831$ 10.04 # 15.88 # 71.64 " 222.1 "2250 " 581.5 " 108.4 " 11.42 # 5.845# 6
7 6.863# 0.733$ 0.722$ 30.93 # 13.23 # 98.35 " 210.2 "1841 " 999.8 " 94.69 " 10.96 # 5.441# 7
8 13.02 # 0.698$ 0.755$ 28.73 # 12.10 # 208.7 " 723.7 "1514 "1141 " 83.79 " 10.69 # 5.433# 8
9 17.68 # 0.665$ 0.845$ 15.77 # 19.59 # 166.0 " 971.5 "1264 " 950.8 " 106.5 " 10.20 # 6.318# 9
10 12.43 # 0.607$ 0.778$ 12.37 # 28.93 # 129.2 " 939.7 "1154 " 762.8 " 103.5 " 9.989# 7.604# 10
11 10.13 # 0.534& 0.647$ 11.54 # 26.46 # 97.24 " 823.9 "1050 " 650.4 " 89.89 " 9.798# 7.710# 11
12 8.587# 0.504& 0.602$ 11.16 # 21.30 # 91.97 "1091 " 918.7 " 565.8 " 76.17 " 9.526# 7.617# 12
13 7.052# 0.483& 0.551& 11.28 # 17.60 # 82.82 "1060 " 771.7 " 492.8 " 64.74 " 9.223# 6.998# 13
14 5.955# 0.474& 0.465& 11.19 # 15.12 # 301.4 " 975.5 " 653.1 " 438.7 " 57.77 " 10.68 # 6.188# 14
15 5.116# 0.449& 0.455& 10.48 # 13.84 # 401.9 " 900.7 " 575.2 " 486.0 " 53.87 " 11.12 # 5.577# 15
16 5.016# 0.429& 0.763$ 9.197# 12.81 # 298.1 " 915.2 " 662.4 " 514.4 " 59.93 " 11.11 # 5.726# 16
17 4.082# 0.382& 0.855$ 8.146# 11.67 # 222.8 "1093 " 722.1 " 720.7 " 59.48 " 10.47 # 8.201# 17
18 3.473# 0.342& 0.835$ 7.325# 11.35 # 212.9 " 974.2 " 758.9 " 571.5 " 55.65 " 9.454# 10.04 # 18
19 3.077# 0.367& 0.778$ 6.659# 14.27 # 167.2 " 805.1 " 717.8 " 404.4 " 51.23 # 9.406# 9.577# 19
20 2.720# 0.680& 0.778$ 6.111# 16.54 # 120.3 "1286 " 677.3 " 304.6 " 44.56 # 9.256# 7.595# 20
21 2.458# 0.843$ 0.762$ 5.545# 16.14 # 94.48 "2125 " 607.4 " 247.1 " 39.35 # 9.200# 5.910# 21
22 2.130# 0.733$ 0.660$ 5.080# 19.27 # 81.22 "3319 " 574.5 " 234.4 " 35.32 # 8.979# 4.818# 22
23 1.915# 0.653$ 2.187$ 4.737# 17.74 # 73.78 "2635 " 498.3 " 353.2 " 31.48 # 8.435# 3.929# 23
24 1.864# 0.632$ 4.704# 5.162# 17.60 # 73.73 "2398 " 517.2 " 485.9 " 28.22 # 8.222# 3.412# 24
25 1.819$ 0.626$ 4.352# 7.386# 57.05 # 70.44 "2096 " 910.9 " 563.5 " 25.86 # 7.961# 3.172# 25
26 1.898# 0.579$ 3.302# 9.027# 144.0 " 66.81 "2009 " 901.0 " 565.3 " 22.80 # 7.536# 2.722# 26
27 1.674$ 0.549$ 8.719# 7.763# 220.5 " 83.18 "2937 " 694.2 " 492.2 " 20.57 # 7.095# 2.265# 27
28 1.544$ 0.582$ 22.76 # 12.92 # 358.4 " 176.6 "3895 " 535.4 " 406.0 " 19.28 # 6.895# 1.637$ 28
29 1.456$ 0.597$ 16.27 # 33.91 # 275.5 " 297.1 "5166 " 456.5 " 316.2 " 19.26 # 6.907# 1.463$ 29
30 1.334$ 12.40 # 22.77 # 156.4 " 366.8 "5719 # 405.4 " 245.7 " 18.64 # 7.059# 1.661$ 30
31 1.207$ 9.979# 106.6 " 6174 # 363.7 " 17.42 # 2.666# 31
Mean 6.761$ 0.640& 3.252& 11.11 # 56.04 # 150.0 "1717 #1252 " 493.7 " 69.57 # 10.02 # 5.602$
Median 5.016$ 0.626& 0.831& 8.586# 17.74 # 97.28 " 975.5 # 758.9 " 485.9 " 57.77 # 9.662# 5.910$
Maximum 21.00 $ 1.059& 22.76 & 33.91 # 358.4 # 401.9 "6174 #5099 "1141 " 195.5 # 15.98 # 10.04 $
Minimum 1.207$ 0.342& 0.455& 4.179# 11.35 # 66.81 " 210.2 # 363.7 " 206.8 " 17.42 # 6.895# 1.463$
Total 209.6 $ 18.57& 100.8 & 333.3 # 1737 # 4500 "53234 #38815 "14812 " 2157 # 300.6 # 173.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 318.0 & " ... Relative Uncertainty +/-10%
Ann. Median 15.94 & # ... Relative Uncertainty +/-15%
Annual Total 116391 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 6174 & 0.342&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1961
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.108# 1.502$ 0.560$ 2.705# 38.15 # 36.33 # 642.2 "2125 "1181 " 135.6 " 26.54 # 6.160# 1
2 2.936# 0.876$ 0.446& 2.596# 33.94 # 53.95 # 882.1 "1636 "1409 " 129.8 " 24.57 # 5.891# 2
3 2.619# 0.709$ 0.319& 5.761# 29.66 # 46.50 # 822.0 "1279 "1732 " 120.1 " 22.65 # 6.099# 3
4 2.384# 0.598& 0.293& 5.638# 24.29 # 60.72 # 768.7 "1032 "2296 " 96.88 " 20.77 # 6.127# 4
5 2.262# 0.463& 0.278& 4.748# 21.07 # 65.89 " 674.9 " 941.4 "2503 " 80.34 " 23.24 # 5.795# 5
6 2.272# 0.482& 0.287& 3.666# 18.71 # 84.10 " 563.1 " 891.2 "2387 " 71.42 " 27.01 # 5.476# 6
7 2.285# 0.522& 0.281& 2.782# 17.14 # 102.9 " 413.9 "1031 "1842 " 63.43 " 23.21 # 4.957# 7
8 2.046# 0.604$ 0.278& 2.273# 17.44 # 92.69 " 307.9 "1422 "1389 " 57.27 " 21.10 # 4.706# 8
9 1.680$ 0.552& 0.308& 2.468# 15.97 # 93.72 " 234.0 "1377 "1066 " 54.14 " 19.42 # 4.442# 9
10 1.601$ 0.465& 0.294& 3.745# 15.25 # 78.75 " 186.7 "1191 " 866.4 " 50.87 # 17.79 # 4.602# 10
11 1.638$ 0.452& 0.271& 6.234# 25.89 # 79.51 " 184.2 " 965.5 " 788.1 " 45.73 # 15.56 # 4.731# 11
12 1.606$ 0.414& 0.314& 6.305# 60.27 # 97.21 " 189.4 " 857.3 " 867.9 " 44.85 # 15.05 # 4.617# 12
13 1.392$ 0.382& 0.457& 5.363# 51.94 # 223.5 " 194.7 " 884.0 " 825.5 " 46.09 # 14.93 # 4.426# 13
14 1.352$ 0.344& 0.291& 5.367# 47.71 # 302.9 " 178.9 "1610 " 718.8 " 51.05 # 14.79 # 4.151# 14
15 1.357$ 0.310& 0.272& 29.73 # 43.42 # 333.7 " 172.0 "2078 " 589.6 " 49.75 # 13.77 # 6.070# 15
16 1.368$ 0.301& 0.267& 93.61 " 36.32 # 399.4 " 176.3 "2186 " 474.5 " 45.96 # 11.98 # 28.83 # 16
17 1.269$ 0.307& 0.275& 53.78 # 31.54 # 368.2 " 178.6 "1954 " 391.8 " 44.69 # 10.62 # 22.81 # 17
18 1.138$ 0.320& 0.297& 37.20 # 28.54 # 303.0 " 215.4 "1870 " 330.2 " 90.05 # 9.519# 15.74 # 18
19 1.120$ 1.265& 0.294& 22.54 # 24.39 # 233.5 "1365 "2007 " 310.0 " 328.1 " 9.279# 11.45 # 19
20 1.114$ 2.471$ 0.278& 18.90 # 21.62 # 178.0 "3609 "2067 " 293.0 " 428.2 " 12.07 # 8.435# 20
21 1.155$ 3.436# 0.269& 126.2 # 20.68 # 138.6 "4144 "1877 " 275.6 " 375.2 " 22.54 # 6.863# 21
22 1.121$ 2.861# 0.380& 395.1 " 23.38 # 112.9 "3354 "1635 " 237.1 " 219.2 " 16.82 # 5.555# 22
23 1.191$ 2.368# 0.561& 305.3 " 26.92 # 91.28 "2793 "1312 " 197.1 " 127.2 " 13.52 # 4.621# 23
24 1.048$ 1.583$ 0.413& 148.6 " 42.04 # 74.97 "3203 "1089 " 166.2 " 87.46 " 11.55 # 4.132# 24
25 1.112$ 1.241$ 0.345& 105.3 " 45.45 # 64.69 "2881 " 993.0 " 138.7 " 70.51 " 10.30 # 3.354# 25
26 8.793$ 1.048$ 0.330& 70.72 " 48.84 # 58.07 "2357 "1046 " 118.3 " 58.64 " 9.277# 2.960# 26
27 12.19 # 0.649$ 0.633& 69.39 " 47.12 # 59.77 "2582 " 944.5 " 102.4 " 48.52 # 8.679# 2.734# 27
28 9.416# 0.557$ 1.887$ 71.07 " 41.60 # 285.8 "3102 " 837.7 " 90.48 " 41.47 # 7.812# 2.233# 28
29 6.863# 4.808# 55.32 " 36.72 # 691.8 "4083 " 705.9 " 93.01 " 37.89 # 7.214# 1.923$ 29
30 5.263# 4.630# 50.02 # 33.07 # 533.0 "3621 " 621.1 " 128.3 " 34.30 # 6.666# 1.709$ 30
31 3.276# 3.798# 29.58 # 2723 " 797.5 " 30.19 # 1.672$ 31
Mean 2.838$ 0.967& 0.788& 57.08 # 32.21 # 178.2 #1510 "1331 " 793.6 " 102.1 # 15.61 # 6.557$
Median 1.638$ 0.577& 0.308& 20.72 # 29.66 # 95.46 # 768.7 "1191 " 532.0 " 58.64 # 14.86 # 4.731$
Maximum 12.19 $ 3.436& 4.808& 395.1 # 60.27 # 691.8 #4144 "2186 "2503 " 428.2 # 27.01 # 28.83 $
Minimum 1.048$ 0.301& 0.267& 2.273# 15.25 # 36.33 # 172.0 " 621.1 " 90.48 " 30.19 # 6.666# 1.672$
Total 87.97$ 27.08& 24.42& 1712 # 998.7 # 5345 #46802 "41262 "23807 " 3165 # 468.3 # 203.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 339.5 & " ... Relative Uncertainty +/-10%
Ann. Median 29.66 & # ... Relative Uncertainty +/-15%
Annual Total 123904 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4144 & 0.267&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1962
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.516$ 0.290& 0.271& 0.548& 0.988$ 16.60 # 68.03 " 944.9 "1579 " 243.3 " 83.61 " 2.596# 1
2 1.501$ 0.284& 0.269& 0.553& 0.751& 17.78 # 52.63 # 854.0 "1731 " 334.4 " 72.91 " 3.291# 2
3 1.383$ 0.331& 0.261& 0.561& 0.655& 13.93 # 42.85 # 714.0 "1834 " 593.1 " 65.47 " 3.692# 3
4 1.120$ 0.525& 0.243& 0.482& 0.669$ 12.07 # 35.47 # 574.8 "1871 "1159 " 58.18 " 4.025# 4
5 0.880$ 0.437& 0.238& 0.554& 0.699& 10.60 # 29.72 # 692.2 "1484 "1491 " 50.01 # 4.786# 5
6 0.758$ 0.431& 0.250& 0.697$ 0.682$ 9.235# 26.30 # 819.2 "1158 "1408 " 46.76 # 5.074# 6
7 0.755$ 0.412& 0.258& 0.690$ 0.667& 8.602# 24.51 # 678.7 " 894.6 "1176 " 35.90 # 5.804# 7
8 0.703$ 0.370& 0.270& 0.543& 0.669& 7.734# 23.78 # 512.7 " 695.5 " 980.5 " 42.42 # 6.246# 8
9 0.686$ 0.370& 0.271& 0.475& 0.666$ 6.956# 22.14 # 421.1 " 569.7 " 817.5 " 56.13 " 6.883# 9
10 0.684$ 0.407& 0.256& 0.438& 0.576& 6.843# 23.65 # 372.4 " 480.1 " 654.6 " 63.11 " 7.474# 10
11 0.684$ 0.395& 0.267& 0.400& 0.511& 7.215# 58.42 # 932.7 " 421.4 " 517.5 " 70.11 " 7.190# 11
12 0.684$ 0.337& 0.283& 0.375& 0.668& 12.65 # 69.01 "1237 " 413.7 " 406.3 " 64.40 " 6.638# 12
13 0.682$ 0.291& 0.300& 0.331& 2.619$ 37.67 # 59.62 " 988.4 " 392.5 " 324.8 " 43.72 # 6.116# 13
14 0.617$ 0.272& 0.303& 0.311& 4.869# 26.69 # 49.72 # 941.4 " 352.0 " 265.2 " 32.29 # 5.786# 14
15 0.530& 0.258& 0.309& 0.301& 6.033# 17.99 # 42.12 # 843.7 " 298.4 " 224.7 " 24.96 # 5.664# 15
16 0.408& 0.348& 1.378& 0.290& 4.976# 17.98 # 45.22 # 782.3 " 244.8 " 205.9 " 18.73 # 5.241# 16
17 0.333& 0.756$ 2.478# 0.299& 4.347# 19.89 # 49.38 # 865.6 " 202.3 " 180.3 " 15.53 # 5.121# 17
18 0.391& 0.672$ 2.702# 0.323& 3.667# 81.17 # 46.72 # 875.6 " 175.8 " 167.6 " 14.47 # 4.908# 18
19 0.603$ 0.696$ 2.211# 0.338& 2.929# 81.61 " 138.0 # 718.1 " 154.7 " 162.1 " 13.96 # 4.379# 19
20 0.510& 0.911$ 1.626$ 0.344& 4.104# 64.56 " 724.0 " 576.9 " 136.6 " 698.5 " 13.07 # 4.151# 20
21 0.376& 0.585& 0.903$ 0.370& 4.838# 56.78 " 552.6 " 462.2 " 133.5 "1111 " 11.41 # 4.246# 21
22 0.325& 0.479& 0.644& 0.445& 4.708# 49.47 # 429.0 " 557.4 " 173.1 " 834.3 " 9.675# 3.995# 22
23 0.333& 0.373& 0.606& 0.461& 4.637# 74.22 " 625.5 " 778.6 " 193.4 " 611.2 " 7.306# 4.400# 23
24 0.393& 0.347& 0.498& 0.416& 3.555# 73.37 " 700.7 " 729.2 " 190.0 " 441.7 " 5.120# 4.294# 24
25 0.365& 0.313& 0.477& 0.414& 3.031# 69.26 " 550.3 " 665.6 " 170.4 " 321.9 " 3.782# 4.264# 25
26 0.329& 0.293& 0.516& 0.486& 4.005# 55.16 # 415.6 "1031 " 190.9 " 256.0 " 2.597# 4.121# 26
27 0.301& 0.287& 0.527& 0.577& 4.164# 45.42 # 338.9 "2438 " 240.0 " 209.9 " 1.774$ 4.155# 27
28 0.288& 0.274& 0.476& 0.544& 4.021# 45.09 # 286.0 "3225 " 270.3 " 164.4 " 1.245$ 3.727# 28
29 0.282& 0.437& 0.672$ 6.547# 79.54 " 247.7 "3467 " 253.9 " 136.4 " 1.302$ 6.644# 29
30 0.277& 0.433& 1.211$ 13.87 # 75.03 " 359.4 "2704 " 225.4 " 117.0 " 1.755$ 7.287# 30
31 0.286& 0.513& 18.60 # 910.8 "2056 " 97.85 " 6.501# 31
Mean 0.612& 0.419& 0.661& 0.482& 3.668& 36.70 # 227.3 #1079 " 571.0 " 526.2 " 31.06 $ 5.119#
Median 0.530& 0.370& 0.433& 0.453& 3.555& 23.29 # 59.62 # 819.2 " 284.3 " 334.4 " 21.85 $ 4.908#
Maximum 1.516& 0.911& 2.702& 1.211& 18.60 & 81.61 # 910.8 #3467 "1871 "1491 " 83.61 $ 7.474#
Minimum 0.277& 0.258& 0.238& 0.290& 0.511& 6.843# 22.14 # 372.4 " 133.5 " 97.85 " 1.245$ 2.596#
Total 18.98& 11.75& 20.48& 14.45& 113.7 & 1101 # 7048 #33461 "17130 "16313 " 931.7 $ 158.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 209.1 & " ... Relative Uncertainty +/-10%
Ann. Median 6.644& # ... Relative Uncertainty +/-15%
Annual Total 76323 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3467 & 0.238&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1963
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.856# 8.030# 0.650$ 0.518& 2.116# 226.2 " 407.7 " 783.2 " 950.6 " 253.1 " 169.4 " 6.054# 1
2 5.185# 5.724# 0.615$ 0.451& 2.237# 204.7 " 501.2 " 651.3 "1012 " 205.4 " 163.3 " 5.444# 2
3 4.563# 4.245# 0.652$ 0.429& 1.955# 180.3 " 888.1 " 573.6 "1181 " 167.6 " 142.4 " 4.951# 3
4 4.144# 2.953# 0.666$ 0.408& 1.794$ 158.3 " 765.6 " 582.6 "1226 " 140.4 " 104.3 " 4.807# 4
5 3.664# 2.114# 0.690$ 0.373& 1.752$ 186.4 " 949.9 " 558.9 "1108 " 126.3 " 85.12 " 4.938# 5
6 3.236# 1.646$ 1.283$ 0.346& 4.382# 229.3 "1530 " 550.9 " 933.2 " 112.0 " 99.90 " 4.613# 6
7 2.827# 1.269$ 1.345$ 0.636& 9.877# 251.0 "1374 " 547.3 " 764.6 " 99.77 " 88.24 " 4.353# 7
8 2.495# 1.066$ 1.132$ 0.917$ 173.2 # 181.5 "1086 " 485.5 " 637.2 " 85.78 " 70.37 " 4.740# 8
9 2.087# 1.268$ 1.007$ 0.790$1077 " 228.1 "1045 " 395.5 " 521.8 " 87.28 " 59.32 " 4.501# 9
10 3.166# 1.465$ 0.890$ 0.710$1060 " 268.9 "1247 " 320.2 " 440.7 " 172.4 " 48.57 # 4.420# 10
11 3.345# 1.405$ 0.761$ 1.008$1330 " 230.9 "1435 " 269.9 " 389.2 " 180.3 " 40.08 # 4.078# 11
12 2.961# 1.474$ 0.940$ 2.990# 885.7 " 165.9 "1252 " 284.1 " 369.0 " 174.3 " 34.76 # 3.676# 12
13 2.815# 1.365$ 1.412$ 3.259# 483.4 " 181.5 "1486 " 390.2 " 359.4 " 130.3 " 29.93 # 3.845# 13
14 2.555# 1.268$ 1.195$ 3.506# 246.1 " 351.5 "1588 " 541.1 " 348.2 " 94.76 " 25.10 # 4.109# 14
15 1.988$ 1.095$ 2.010$ 3.039# 145.5 " 388.0 "1474 " 611.8 " 325.0 " 73.45 " 21.28 # 4.365# 15
16 1.648$ 0.919$ 3.905# 1.986$ 101.4 " 302.8 "1179 " 596.8 " 301.9 " 63.91 " 18.37 # 4.261# 16
17 1.416$ 1.249$ 4.642# 1.587$ 77.49 " 251.5 "1021 " 657.2 " 332.9 " 139.2 " 16.37 # 4.177# 17
18 1.298$ 2.859# 4.140# 1.256$ 66.82 " 208.3 "1684 "1332 " 603.8 " 152.8 " 14.69 # 3.656# 18
19 1.198$ 1.489$ 2.673# 0.956$ 59.75 " 171.7 "2549 "1763 "2442 " 142.6 " 13.68 # 3.712# 19
20 1.044$ 1.210$ 1.891$ 0.784$ 56.25 " 134.1 "3081 "1835 "2861 " 114.6 " 12.99 # 3.671# 20
21 0.842$ 1.159$ 1.452$ 0.778$ 51.89 # 106.4 "2585 "1702 "2866 " 85.69 " 12.87 # 3.435# 21
22 0.700$ 0.991$ 1.166$ 1.015$ 46.23 # 101.7 "2015 "2371 "2283 " 72.21 " 13.42 # 3.690# 22
23 0.607$ 0.872$ 0.939$ 3.637$ 47.39 # 98.31 "1558 "3580 "1684 " 61.99 " 13.31 # 3.947# 23
24 0.514& 0.807$ 0.843$ 6.970# 57.52 # 93.05 "1202 "6005 #1327 " 55.74 " 12.36 # 3.828# 24
25 0.529& 0.787$ 0.725$ 6.590# 125.8 " 98.75 "1068 "6223 #1079 " 51.35 # 10.95 # 3.958# 25
26 0.586$ 0.793$ 0.639$ 5.730# 168.5 " 103.1 "1232 "5035 " 835.6 " 45.69 # 9.531# 3.870# 26
27 1.136$ 0.739$ 0.581$ 4.556# 148.8 " 127.9 "1497 "3574 " 643.2 " 40.68 # 8.610# 3.707# 27
28 1.258$ 0.688$ 0.552$ 3.687# 108.6 " 154.7 "1654 "2583 " 496.6 " 36.31 # 8.061# 3.652# 28
29 0.901$ 0.559$ 2.951# 84.50 " 469.4 "1483 "1897 " 388.3 " 32.63 # 7.345# 3.698# 29
30 9.675$ 0.551$ 2.497# 76.37 " 506.0 "1233 "1437 " 311.3 " 30.89 # 6.746# 3.726# 30
31 9.871# 0.575$ 134.0 " 982.0 "1133 " 61.96 # 3.601# 31
Mean 2.713& 1.820$ 1.325$ 2.145& 220.5 $ 212.0 "1389 "1589 # 967.4 " 106.2 # 45.38 # 4.177#
Median 2.087& 1.268$ 0.939$ 1.135& 77.49 $ 184.0 "1252 " 657.2 # 703.9 " 94.76 # 19.82 # 3.958#
Maximum 9.871& 8.030$ 4.642$ 6.970&1330 $ 506.0 "3081 "6223 #2866 " 253.1 # 169.4 # 6.054#
Minimum 0.514& 0.688$ 0.551$ 0.346& 1.752$ 93.05 " 407.7 " 269.9 # 301.9 " 30.89 # 6.746# 3.435#
Total 84.11& 50.95$ 41.08$ 64.36& 6837 $ 6361 "43052 "49270 #29022 " 3291 # 1361 # 129.5 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 382.4 & " ... Relative Uncertainty +/-10%
Ann. Median 45.69 & # ... Relative Uncertainty +/-15%
Annual Total 139564 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 6223 & 0.346&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1964
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.246# 3.733# 2.086# 1.823$ 5.900# 6.731# 156.2 "2240 " 454.2 " 374.3 " 279.6 " 40.12 # 1
2 3.482# 3.586# 1.782$ 4.026# 6.143# 6.188# 178.3 "1955 " 502.1 " 627.0 " 238.3 " 36.20 # 2
3 3.700# 3.181# 1.950$ 6.888# 5.622# 5.899# 117.7 "3164 " 637.3 " 759.1 " 187.7 " 32.49 # 3
4 3.655# 2.940# 2.448# 6.869# 6.788# 5.794# 87.87 "6696 # 661.3 "1089 " 140.8 " 28.05 # 4
5 3.153# 2.529# 1.865$ 5.887# 8.225# 5.701# 103.6 "8985 & 599.3 "3761 " 113.0 " 24.37 # 5
6 2.800# 2.386# 1.610$ 5.456# 8.629# 5.697# 115.6 "8467 & 537.4 "4260 " 94.14 " 21.45 # 6
7 2.892# 2.153# 1.895$ 4.856# 12.93 # 5.990# 178.3 "5868 & 468.1 "2973 " 80.19 " 18.86 # 7
8 2.753# 2.001# 2.179# 4.340# 11.51 # 6.818# 337.5 "3679 & 433.4 "2059 " 70.67 " 17.27 # 8
9 2.406# 1.958# 1.826$ 3.821# 8.721# 7.916# 396.8 "2681 # 377.0 "2690 " 62.25 " 16.04 # 9
10 2.196# 1.517$ 1.610$ 3.387# 7.630# 8.475# 448.8 "2066 # 307.5 "3171 " 56.94 " 14.75 # 10
11 2.204# 1.319$ 1.479$ 3.246# 6.770# 9.443#1582 "1607 " 253.3 "3091 " 52.51 " 14.06 # 11
12 2.260# 1.304$ 1.376$ 3.687# 6.127# 10.86 #2372 "1409 " 214.6 "2414 " 47.68 # 13.88 # 12
13 3.063# 1.490$ 1.185$ 4.023# 5.718# 12.66 #2634 "1625 " 187.1 "1758 " 42.40 # 13.83 # 13
14 2.633# 1.826$ 1.177$ 3.648# 5.528# 13.98 #2401 "2621 " 166.7 "1370 " 39.28 # 13.39 # 14
15 1.937# 1.708$ 1.176$ 3.330# 5.259# 16.11 #2098 "2998 " 197.1 "1083 " 37.85 # 12.53 # 15
16 1.867# 1.511$ 1.117$ 3.394# 4.963# 15.07 #1786 "2706 " 218.2 " 857.4 " 35.28 # 11.95 # 16
17 1.867# 1.434$ 1.067$ 3.644# 4.616# 18.85 #1502 "1968 " 198.7 " 695.1 " 32.43 # 11.66 # 17
18 1.867# 1.434$ 1.016$ 3.481# 4.588# 53.71 #1653 "1480 " 164.8 " 569.9 " 29.83 # 12.68 # 18
19 1.823# 1.465$ 1.023$ 3.331# 4.855# 47.83 #2156 "1244 " 150.1 " 461.8 " 27.71 # 18.09 # 19
20 1.813$ 1.481$ 1.049$ 3.097# 4.885# 34.41 #2090 "1030 " 154.9 " 377.9 " 25.77 # 29.26 # 20
21 1.775$ 1.508$ 1.275$ 3.171# 4.935# 51.36 #1777 " 890.3 " 209.4 " 540.1 " 23.42 # 27.39 # 21
22 1.942$ 1.306$ 1.410$ 3.453# 5.255# 122.3 "1625 " 783.1 " 343.3 " 636.3 " 22.26 # 20.11 # 22
23 1.795$ 1.084$ 1.320$ 4.198# 5.503# 135.7 "1658 " 693.5 " 350.0 " 588.7 " 22.22 # 21.47 # 23
24 1.682$ 1.093$ 1.131$ 5.054# 5.830# 117.7 "1809 " 651.7 " 318.3 " 468.7 " 21.84 # 18.65 # 24
25 1.682$ 1.573$ 1.058$ 5.500# 5.958# 107.4 "1615 " 666.0 " 300.1 " 368.2 " 19.88 # 15.54 # 25
26 1.656$ 1.538$ 1.053$ 5.658# 5.986# 101.0 "1289 " 649.6 " 295.6 " 304.9 " 18.67 # 13.45 # 26
27 1.565$ 1.561$ 1.121$ 5.179# 6.209# 114.1 "1437 " 627.2 " 245.9 " 249.1 " 17.45 # 12.04 # 27
28 1.493$ 2.030$ 1.282$ 4.681# 6.597# 120.0 "1615 " 604.1 " 233.9 " 283.4 " 16.49 # 10.80 # 28
29 1.630$ 2.405# 1.308$ 4.545# 6.895# 109.2 "1794 " 559.7 " 230.9 " 355.9 " 24.16 # 10.06 # 29
30 7.884# 1.315$ 4.416# 7.430# 98.17 "1969 " 509.3 " 233.6 " 360.6 " 45.84 # 9.043# 30
31 5.029# 1.283$ 7.492# 2386 " 472.3 " 314.5 " 8.516# 31
Mean 2.573$ 1.898$ 1.435$ 4.270$ 6.564# 45.84 #1334 "2310 & 321.5 "1255 " 64.22 # 18.32 #
Median 2.196$ 1.561$ 1.308$ 4.025$ 5.986# 15.59 #1615 "1607 & 274.5 " 636.3 " 38.57 # 15.54 #
Maximum 7.884$ 3.733$ 2.448$ 6.888$ 12.93 # 135.7 #2634 "8985 & 661.3 "4260 " 279.6 # 40.12 #
Minimum 1.493$ 1.084$ 1.016$ 1.823$ 4.588# 5.697# 87.87 " 472.3 & 150.1 " 249.1 " 16.49 # 8.516#
Total 79.75$ 55.05$ 44.47$ 128.1 $ 203.5 # 1375 #41369 "71596 & 9644 "38911 " 1927 # 568.0 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 453.3 & " ... Relative Uncertainty +/-10%
Ann. Median 15.79 & # ... Relative Uncertainty +/-15%
Annual Total 165901 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 8985 & 1.016&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1965
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.062# 5.217# 1.623$ 6.821# 7.501# 122.0 " 445.9 " 153.9 "1054 " 169.7 "1246 " 701.0 " 1
2 7.463# 6.145# 1.552$ 6.212# 6.914# 163.6 " 541.9 " 150.4 " 924.9 " 130.5 "1910 " 960.3 " 2
3 6.799# 5.500# 1.710$ 5.991# 6.636# 95.95 " 529.5 " 211.4 " 827.5 " 101.4 "1607 "1066 " 3
4 6.255# 5.053# 1.702$ 5.712# 6.767# 71.58 " 470.5 " 184.1 " 898.7 " 85.68 "1686 " 892.1 " 4
5 5.682# 4.820# 1.713$ 5.324# 7.903# 79.09 " 449.4 " 162.8 "1000 " 103.1 "2916 " 702.0 " 5
6 5.302# 4.613# 1.695$ 4.846# 10.49 # 108.2 " 349.0 " 130.6 " 811.2 "2651 "3791 " 434.6 " 6
7 4.981# 4.296# 1.581$ 4.533# 12.67 # 105.0 " 298.7 " 110.9 " 662.1 "5874 "2850 " 294.4 " 7
8 4.702# 4.030# 1.574$ 4.487# 14.15 # 96.83 " 292.0 " 95.31 " 533.4 "5607 "1976 " 210.3 " 8
9 4.923# 3.810# 1.555$ 4.519# 24.56 # 99.03 " 303.9 " 83.64 " 431.6 "4059 "1646 " 156.6 " 9
10 4.761# 3.511# 1.567$ 4.275# 34.06 # 90.58 " 325.6 " 83.23 " 370.2 "2711 "1387 " 122.4 " 10
11 4.655# 3.774# 1.562$ 4.303# 24.03 # 75.57 " 412.3 " 168.6 " 308.1 "1969 "1134 " 95.63 " 11
12 4.599# 3.768# 1.460$ 4.860# 19.46 # 67.17 " 495.1 " 327.4 " 252.5 "1405 " 807.3 " 74.39 " 12
13 6.489# 3.869# 1.386$ 5.656# 17.81 # 72.83 " 467.0 " 425.3 " 292.5 "1097 " 576.2 " 61.53 " 13
14 11.94 # 3.994# 1.346$ 6.034# 16.42 # 93.29 " 371.5 " 578.7 " 732.5 " 932.6 " 429.0 " 53.37 # 14
15 9.904# 4.005# 1.319$ 6.513# 14.77 # 66.42 " 300.0 " 638.8 " 990.7 " 775.1 " 339.8 " 44.10 # 15
16 10.16 # 3.899# 1.430$ 7.018# 13.63 # 68.18 " 268.5 " 469.3 "1225 " 616.7 " 294.3 " 36.18 # 16
17 9.619# 3.726# 1.684$ 7.072# 12.90 # 96.38 " 229.6 " 378.7 "1075 " 476.1 " 251.2 " 31.06 # 17
18 8.639# 3.714# 1.676$ 6.916# 12.06 # 85.85 " 195.3 " 388.5 " 886.2 " 354.3 " 211.2 " 30.09 # 18
19 7.659# 3.551# 1.556$ 7.489# 11.30 # 70.34 " 182.3 " 406.6 " 680.2 " 265.6 " 170.8 " 28.09 # 19
20 6.737# 3.472# 1.548$ 7.444# 10.66 # 66.70 " 192.2 " 374.2 " 598.0 " 205.5 " 139.1 " 40.65 # 20
21 6.236# 3.302# 1.505$ 7.228# 9.242# 66.93 " 192.2 " 419.5 " 546.1 " 261.0 " 113.3 " 55.18 " 21
22 5.756# 2.761# 1.474$ 7.000# 9.214# 57.80 " 177.6 " 614.3 " 459.6 " 564.0 " 95.10 " 47.31 # 22
23 5.058# 1.942# 1.474$ 6.851# 9.438# 52.81 " 154.1 " 836.0 " 359.9 " 777.9 " 84.39 " 41.15 # 23
24 4.730# 1.939# 1.468$ 6.704# 9.796# 53.00 " 134.7 "1036 " 301.2 "1020 " 71.61 " 38.70 # 24
25 4.508# 1.814# 2.346$ 6.552# 9.593# 54.37 " 125.7 " 993.2 " 275.5 " 875.2 " 63.77 " 33.75 # 25
26 4.462# 1.791$ 49.41 # 7.308# 12.65 # 52.29 " 127.8 " 970.7 " 313.6 " 745.2 " 59.31 " 38.30 # 26
27 4.791# 1.675$ 29.79 # 6.956# 17.24 # 72.63 " 125.5 " 800.7 " 342.0 " 497.0 " 63.94 " 140.6 " 27
28 4.870# 1.639$ 18.11 # 6.966# 19.65 # 113.3 " 121.8 " 645.2 " 340.9 " 347.8 " 99.67 " 78.74 " 28
29 4.731# 13.02 # 7.721# 21.51 # 257.9 " 106.0 " 491.7 " 295.6 " 240.4 " 200.6 " 49.79 # 29
30 4.717# 9.674# 7.939# 44.38 # 353.4 " 92.75 " 534.0 " 225.0 " 165.4 " 220.6 " 47.53 # 30
31 4.541# 7.963# 59.74 " 94.10 " 880.4 " 645.9 " 37.78 # 31
Mean 6.250# 3.630$ 5.402$ 6.242# 16.36 # 97.64 " 276.5 " 443.3 " 600.4 "1153 " 881.3 " 214.3 #
Median 5.302# 3.771$ 1.574$ 6.628# 12.67 # 77.33 " 268.5 " 406.6 " 539.7 " 616.7 " 317.0 " 55.18 #
Maximum 11.94 # 6.145$ 49.41 $ 7.939# 59.74 # 353.4 " 541.9 "1036 "1225 "5874 "3791 "1066 #
Minimum 4.462# 1.639$ 1.319$ 4.275# 6.636# 52.29 " 92.75 " 83.23 " 225.0 " 85.68 " 59.31 " 28.09 #
Total 193.7 # 101.6 $ 167.5 $ 187.2 # 507.1 # 2929 " 8572 "13744 "18013 "35730 "26440 " 6644 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 310.2 $ " ... Relative Uncertainty +/-10%
Ann. Median 71.58 $ # ... Relative Uncertainty +/-15%
Annual Total 113229 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 5874 $ 1.319$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1966
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 31.18 # 3.745# 2.930# 3.144# 10.04 # 20.18 # 240.7 " 431.5 " 727.8 " 395.9 " 351.6 " 22.19 # 1
2 29.12 # 3.727# 2.534# 3.487# 11.44 # 18.91 # 196.0 " 450.0 " 648.6 " 291.6 " 270.0 " 16.33 # 2
3 30.79 # 3.776# 3.837# 3.902# 14.61 # 25.63 # 324.8 " 687.5 " 484.9 " 227.7 " 200.3 " 13.84 # 3
4 31.83 # 3.787# 3.200# 4.065# 14.71 # 27.87 # 384.3 " 770.4 " 366.8 " 182.4 " 150.0 " 12.24 # 4
5 26.89 # 3.449# 2.710# 4.234# 12.41 # 26.87 # 356.7 " 491.1 " 315.8 " 139.6 " 124.1 " 11.48 # 5
6 21.22 # 3.257# 2.732# 4.287# 11.99 # 46.51 # 297.0 " 352.1 " 377.5 " 107.7 " 101.0 " 10.61 # 6
7 17.57 # 2.993# 2.582# 4.279# 14.32 # 47.62 # 239.7 " 282.7 " 400.6 " 91.94 " 170.9 " 9.811# 7
8 15.19 # 2.980# 3.090# 4.184# 13.10 # 43.74 # 210.3 " 370.2 " 374.8 " 84.72 " 233.0 " 9.370# 8
9 13.37 # 2.813# 3.156# 3.943# 12.70 # 46.36 # 185.0 " 586.9 " 350.9 " 140.7 " 175.9 " 9.595# 9
10 12.09 # 2.934# 3.219# 4.132# 13.02 # 37.25 # 148.9 " 530.0 " 576.2 " 419.2 " 130.3 " 10.12 # 10
11 11.19 # 2.973# 4.105# 4.702# 13.81 # 31.82 # 125.4 " 423.0 " 696.9 " 815.0 " 86.26 " 10.06 # 11
12 10.27 # 3.242# 4.197# 9.414# 11.93 # 32.00 # 114.6 " 342.8 " 464.2 " 580.3 " 65.73 " 10.22 # 12
13 9.227# 5.138# 4.333# 10.14 # 10.61 # 48.59 # 115.1 " 278.0 " 599.8 " 366.8 " 54.99 " 10.31 # 13
14 8.793# 5.001# 4.781# 8.226# 9.523# 50.86 # 194.7 " 227.8 "1975 " 335.6 " 46.94 # 9.942# 14
15 8.524# 4.643# 4.739# 7.056# 9.169# 47.80 # 279.0 " 187.8 "1916 " 292.9 " 40.64 # 9.131# 15
16 8.274# 4.430# 4.484# 6.233# 9.968# 39.61 # 243.8 " 166.3 "1192 " 225.8 " 35.67 # 8.356# 16
17 8.065# 4.221# 4.245# 5.688# 14.91 # 49.74 # 367.0 " 195.7 " 977.3 " 158.4 " 31.16 # 7.794# 17
18 7.870# 4.006# 4.137# 5.295# 17.29 # 55.52 " 501.5 " 205.1 "1056 " 121.9 " 26.96 # 7.338# 18
19 7.072# 3.499# 3.837# 5.383# 17.93 # 49.52 # 557.6 " 190.1 "1774 " 95.78 " 24.92 # 7.161# 19
20 6.667# 3.092# 3.530# 8.849# 17.21 # 43.45 # 617.6 " 179.1 "1893 " 79.05 " 23.21 # 7.121# 20
21 6.539# 3.136# 3.340# 10.56 # 14.01 # 41.95 # 806.8 " 161.8 "1386 " 75.34 " 21.38 # 6.983# 21
22 6.294# 2.959# 3.113# 8.648# 12.37 # 187.2 " 766.4 " 136.5 "1122 " 90.05 " 21.23 # 6.985# 22
23 6.160# 3.097# 2.893# 7.196# 11.02 # 133.9 " 809.5 " 117.3 " 939.2 " 406.4 " 22.88 # 8.344# 23
24 6.364# 3.552# 2.874# 6.563# 10.12 # 103.3 " 986.7 " 113.6 " 743.5 "1471 " 20.78 # 10.10 # 24
25 6.093# 3.467# 2.717# 6.083# 9.000# 348.0 " 770.8 " 149.1 " 594.8 "1112 " 18.58 # 9.882# 25
26 5.745# 3.250# 2.327# 6.706# 7.783# 460.1 " 596.8 " 183.4 " 478.9 " 809.5 " 18.34 # 8.767# 26
27 5.272# 3.074# 2.545# 15.92 # 7.278# 362.4 " 477.8 " 178.9 " 402.4 " 647.0 " 18.64 # 10.09 # 27
28 5.098# 3.012# 2.398# 17.63 # 7.950# 334.3 " 383.1 " 371.5 " 449.0 " 562.2 " 17.12 # 11.77 # 28
29 4.602# 2.233# 12.97 # 12.98 # 274.6 " 292.7 " 828.7 " 533.9 " 476.3 " 21.41 # 12.03 # 29
30 4.122# 2.868# 10.71 # 27.73 # 258.6 " 248.1 " 945.1 " 461.2 " 510.7 " 28.64 # 10.68 # 30
31 3.839# 3.156# 24.59 # 299.9 " 728.0 " 441.0 " 9.288# 31
Mean 12.11 # 3.545# 3.317# 7.121# 13.08 # 109.8 # 391.6 " 363.3 " 809.3 " 379.2 " 85.08 # 10.26 #
Median 8.274# 3.353# 3.156# 6.158# 12.41 # 47.71 # 299.9 " 282.7 " 597.3 " 292.9 " 38.15 # 9.942#
Maximum 31.83 # 5.138# 4.781# 17.63 # 27.73 # 460.1 # 986.7 " 945.1 "1975 "1471 " 351.6 # 22.19 #
Minimum 3.839# 2.813# 2.233# 3.144# 7.278# 18.91 # 114.6 " 113.6 " 315.8 " 75.34 " 17.12 # 6.983#
Total 375.3 # 99.26# 102.8 # 213.6 # 405.5 # 3294 #12138 "11262 "24280 "11755 " 2553 # 317.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 183.0 # " ... Relative Uncertainty +/-10%
Ann. Median 21.38 # # ... Relative Uncertainty +/-15%
Annual Total 66795 #
Maximum Minimum
Daily 1975 # 2.233#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1967
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.236# 1.837$ 1.888# 1.710$ 5.529# 36.70 # 724.2 "2696 "1335 " 108.0 " 26.85 # 8.097# 1
2 7.532# 1.740$ 1.854# 1.663$ 5.650# 31.50 # 712.6 "2238 "1499 " 98.38 " 29.27 # 7.899# 2
3 6.705# 1.801$ 1.795$ 2.021$ 6.035# 37.61 # 605.5 "2336 "1985 " 93.76 " 35.54 # 7.619# 3
4 6.255# 1.766$ 2.633# 3.456# 5.746# 33.59 # 560.6 "1997 "1960 " 243.8 " 34.75 # 7.012# 4
5 6.860# 1.611$ 2.892# 3.830# 5.765# 29.85 # 507.6 "1764 "1847 " 842.6 " 28.68 # 6.501# 5
6 6.757# 1.514$ 2.849# 3.856# 5.806# 39.71 # 559.8 "1475 "1538 " 961.0 " 26.78 # 6.046# 6
7 6.401# 1.514$ 2.698# 3.513# 5.680# 49.14 # 590.3 "1210 "1180 "1090 " 24.87 # 5.918# 7
8 5.797# 1.467$ 2.698# 2.921# 5.704# 48.59 # 672.3 "1152 " 955.3 "1076 " 22.13 # 6.263# 8
9 5.335# 1.395$ 2.698# 2.283$ 6.535# 71.55 " 614.4 "1820 " 804.2 " 886.3 " 18.56 # 7.702# 9
10 5.089# 1.395$ 2.656# 2.004$ 14.55 # 56.45 " 710.6 "2085 " 678.0 " 693.2 " 15.79 # 8.421# 10
11 4.686# 1.491$ 2.590# 2.909# 21.94 # 61.28 " 821.8 "2158 " 571.5 " 560.1 " 14.05 # 9.359# 11
12 4.505# 1.590$ 2.456# 5.047# 21.55 # 167.9 " 707.8 "2400 " 462.6 " 450.2 " 13.16 # 10.56 # 12
13 4.339# 1.714$ 2.442# 6.824# 18.60 # 270.4 " 804.2 "2059 " 427.3 " 368.1 " 12.99 # 9.912# 13
14 4.334# 1.721$ 2.659# 6.619# 14.63 # 237.4 " 813.5 "1620 " 364.4 " 290.2 " 12.99 # 8.468# 14
15 4.175# 1.652$ 8.771# 6.639# 11.69 # 230.6 "2206 "1293 " 316.9 " 222.5 " 13.33 # 7.591# 15
16 3.919# 1.639$ 11.58 # 5.394# 10.13 # 249.7 "3081 "1748 " 286.6 " 170.7 " 15.97 # 6.796# 16
17 3.689# 1.786$ 10.33 # 4.796# 33.18 # 215.4 "3938 "1963 " 274.0 " 132.2 " 18.77 # 6.317# 17
18 3.253# 3.163# 7.887# 4.217# 46.23 # 150.6 "3594 "2286 " 254.5 " 107.3 " 18.08 # 5.865# 18
19 3.223# 3.259# 6.272# 3.854# 24.72 # 114.0 "2861 "2349 " 241.7 " 87.63 " 16.79 # 5.489# 19
20 3.012# 3.089# 5.269# 3.715# 17.75 # 115.4 "3863 "1960 " 207.9 " 73.90 " 15.56 # 5.133# 20
21 2.898# 3.447# 4.821# 3.460# 14.23 # 113.4 "2855 "2503 " 186.6 " 65.89 " 14.33 # 4.851# 21
22 2.906# 3.581# 4.597# 3.973# 12.41 # 143.0 "2478 "2829 " 190.4 " 58.94 " 13.63 # 4.537# 22
23 2.726# 3.240# 4.290# 6.172# 12.05 # 258.9 "2216 "3382 " 175.3 " 53.21 " 12.92 # 4.432# 23
24 2.904# 2.936# 4.075# 7.368# 16.41 # 186.8 "1831 "3520 " 175.7 " 48.37 # 12.05 # 6.696# 24
25 2.902# 2.804# 3.958# 7.003# 17.42 # 147.9 "1532 "3586 " 185.0 " 45.64 # 11.13 # 7.612# 25
26 2.755# 2.730# 3.726# 6.361# 15.05 # 172.7 "1188 "3554 " 174.9 " 41.93 # 10.88 # 7.576# 26
27 2.593# 2.300# 3.697# 5.605# 24.75 # 281.9 "3595 "3382 " 166.5 " 38.88 # 10.97 # 6.750# 27
28 2.403# 2.127# 3.571# 5.914# 68.53 # 306.2 "4961 "2856 " 145.2 " 35.98 # 10.22 # 6.259# 28
29 2.230# 3.297# 5.995# 89.01 " 443.8 "4222 "2292 " 128.1 " 33.48 # 9.888# 5.611# 29
30 1.923# 2.464$ 5.699# 52.57 # 749.1 "4482 "1890 " 117.2 " 31.04 # 8.956# 5.911# 30
31 1.896# 1.795$ 41.78 # 3468 "1593 " 28.08 # 6.029# 31
Mean 4.266# 2.154$ 4.039$ 4.494$ 21.02 # 168.4 #1993 "2258 " 627.7 " 291.5 # 17.66 # 6.878#
Median 3.919# 1.776$ 2.892$ 4.095$ 14.63 # 145.4 #1532 "2158 " 301.7 " 107.3 # 14.95 # 6.696#
Maximum 8.236# 3.581$ 11.58 $ 7.368$ 89.01 # 749.1 #4961 "3586 "1985 "1090 # 35.54 # 10.56 #
Minimum 1.896# 1.395$ 1.795$ 1.663$ 5.529# 29.85 # 507.6 "1152 " 117.2 " 28.08 # 8.956# 4.432#
Total 132.2 # 60.31$ 125.2 $ 134.8 $ 651.6 # 5051 #61776 "69997 "18832 " 9037 # 529.9 # 213.2 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 456.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 15.05 $ # ... Relative Uncertainty +/-15%
Annual Total 166541 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 4961 $ 1.395$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1968
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.235# 6.809$ 4.299& 6.493$ 43.72 $ 31.42 $ 272.1 "1074 "1072 " 883.7 " 145.3 # 16.32 $ 1
2 6.275$ 6.272$ 4.375& 6.395$ 41.40 $ 28.29 $ 254.0 "1038 "1054 " 668.2 " 143.9 # 18.62 $ 2
3 6.816$ 6.050$ 4.223& 6.276$ 29.69 $ 24.62 $ 206.5 "1069 " 949.8 " 517.7 " 119.9 # 17.77 $ 3
4 6.536$ 6.023$ 4.145& 6.065$ 24.17 $ 31.82 $ 200.4 # 964.0 " 887.7 " 427.6 " 109.5 # 15.73 $ 4
5 6.452$ 5.598$ 4.409& 5.879$ 18.99 $ 34.35 $ 174.1 # 754.7 " 758.1 " 578.2 " 97.13 # 13.52 $ 5
6 6.327$ 5.569$ 5.049& 5.704$ 15.60 $ 30.57 $ 144.1 # 614.3 " 606.3 " 981.4 " 89.41 # 11.98 $ 6
7 6.298$ 5.474$ 5.334& 5.617$ 13.99 $ 29.90 $ 143.0 # 727.8 " 473.9 " 952.6 " 79.83 # 11.26 $ 7
8 6.316$ 5.287& 6.561$ 5.542$ 13.03 $ 28.54 $ 126.7 #1002 " 383.3 " 750.9 " 68.60 # 10.66 $ 8
9 6.351$ 5.152& 6.530$ 5.584$ 14.23 $ 35.02 $ 102.0 # 966.9 " 322.6 " 573.2 " 59.31 # 9.614$ 9
10 6.494$ 4.971& 6.099$ 5.662$ 16.72 $ 33.31 $ 94.65 # 930.8 " 374.7 " 442.3 " 53.95 # 9.015$ 10
11 6.517$ 4.872& 5.803$ 5.643$ 15.19 $ 33.31 $ 85.86 #1052 " 952.3 " 350.7 " 47.60 # 8.554$ 11
12 6.328$ 5.137& 5.684$ 5.575$ 13.84 $ 37.18 $ 75.08 # 995.0 "1464 " 283.5 " 43.36 $ 9.169$ 12
13 6.089$ 4.984& 5.291& 5.554$ 12.77 $ 73.24 # 69.11 # 860.0 "1949 " 239.3 " 40.38 $ 9.407$ 13
14 5.734$ 4.879& 4.950& 6.559$ 13.28 $ 135.8 # 67.57 # 723.3 "2057 " 206.3 " 35.71 $ 9.606$ 14
15 5.399$ 4.810& 4.777& 7.848$ 17.29 $ 97.25 # 165.1 # 560.0 "2031 " 219.2 " 32.27 $ 10.26 $ 15
16 5.070& 4.699& 4.733& 9.037$ 18.03 $ 115.2 # 253.8 " 475.0 "1851 " 202.0 " 29.40 $ 10.01 $ 16
17 4.703& 4.465& 5.087& 9.233$ 15.97 $ 145.6 # 288.6 " 469.7 "1399 " 190.9 # 27.91 $ 9.536$ 17
18 4.602& 4.230& 5.637$ 11.51 $ 17.92 $ 158.6 # 282.0 " 687.0 "1217 " 172.7 # 28.60 $ 9.008$ 18
19 4.579& 4.089& 5.523$ 14.84 $ 18.80 $ 135.2 # 289.3 " 932.2 "1229 " 152.4 # 28.81 $ 8.472$ 19
20 4.579& 3.941& 5.450$ 13.44 $ 15.61 $ 106.4 # 267.9 " 933.9 "1037 " 142.0 # 25.77 $ 7.923$ 20
21 4.579& 3.831& 5.445$ 11.16 $ 13.79 $ 113.4 # 221.3 " 869.9 " 898.0 " 148.4 # 23.62 $ 7.564$ 21
22 4.563& 4.489& 5.459& 9.859$ 12.56 $ 101.6 # 201.1 " 772.5 " 952.1 " 147.8 # 22.51 $ 7.655$ 22
23 4.094& 4.364& 5.165& 8.940$ 12.24 $ 83.48 # 186.8 # 768.5 "1583 " 144.4 # 21.60 $ 7.707$ 23
24 4.512& 4.344& 4.914& 9.351$ 13.89 $ 73.10 # 208.1 # 770.0 "1695 " 131.2 # 20.23 $ 7.315$ 24
25 4.041& 4.543& 5.195& 10.58 $ 14.00 $ 94.54 # 208.7 " 701.7 "1469 " 104.3 # 19.41 $ 6.929$ 25
26 5.175& 4.567& 6.106$ 15.22 $ 13.13 $ 90.67 # 209.2 " 679.4 "1243 " 88.19 # 19.11 $ 6.625$ 26
27 7.337$ 4.503& 7.657$ 19.82 $ 12.58 $ 168.7 # 365.5 " 953.2 "1966 " 80.40 # 18.58 $ 6.301$ 27
28 7.503$ 4.353& 9.206$ 16.51 $ 12.14 $ 181.8 # 369.0 "1439 "2256 " 72.73 # 17.49 $ 5.938$ 28
29 7.395$ 4.279& 8.778$ 18.61 $ 11.56 $ 224.0 # 484.4 "1372 "1762 " 63.73 # 16.31 $ 5.719$ 29
30 7.830$ 7.692$ 23.17 $ 11.44 $ 252.2 " 875.5 "1056 "1239 " 60.63 # 15.61 $ 5.495$ 30
31 7.197$ 6.861$ 15.62 $ 1007 " 909.3 " 107.6 # 5.280& 31
Mean 5.869& 4.917& 5.692& 9.723$ 17.20 $ 90.97 $ 254.8 # 874.9 "1238 " 325.3 # 50.04 $ 9.644&
Median 6.275& 4.810& 5.445& 8.394$ 14.23 $ 87.07 $ 208.1 # 909.3 "1223 " 202.0 # 30.84 $ 9.015&
Maximum 7.830& 6.809& 9.206& 23.17 $ 43.72 $ 252.2 $1007 #1439 "2256 " 981.4 # 145.3 $ 18.62 &
Minimum 4.041& 3.831& 4.145& 5.542$ 11.44 $ 24.62 $ 67.57 # 469.7 " 322.6 " 60.63 # 15.61 $ 5.280&
Total 181.9 & 142.6 & 176.4 & 291.7 $ 533.2 $ 2729 $ 7898 #27122 "37132 "10084 # 1501 $ 299.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 240.7 & " ... Relative Uncertainty +/-10%
Ann. Median 19.62 & # ... Relative Uncertainty +/-15%
Annual Total 88092 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2256 & 3.831&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1969
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.126& 3.213& 1.412& 1.701& 3.107& 8.343$ 44.21 $ 80.41 " 533.1 " 42.00 $ 12.38 $ 6.825$ 1
2 4.971& 3.096& 1.428& 1.695& 3.017& 7.321$ 61.64 # 81.14 " 476.3 " 38.07 $ 11.34 $ 6.529$ 2
3 4.812& 3.096& 1.545& 1.594& 3.017& 6.833$ 129.3 " 79.46 " 293.1 " 35.15 $ 254.8 $ 6.364& 3
4 4.785& 3.119& 1.483& 1.576& 3.017& 6.470$ 144.2 " 77.64 " 248.6 " 32.69 $ 744.5 " 5.914& 4
5 4.537& 3.077& 1.393& 1.562& 3.048& 6.277$ 101.4 " 111.9 " 236.7 " 29.74 $ 654.2 " 5.315& 5
6 4.290& 3.041& 1.330& 1.981& 3.091& 6.299$ 80.85 " 185.5 " 199.4 " 27.55 $ 610.4 " 4.898& 6
7 4.200& 3.069& 1.286& 4.198& 3.109& 6.762$ 76.00 # 187.7 " 157.5 " 25.26 $ 309.4 " 4.704& 7
8 4.133& 3.096& 1.249& 5.047& 3.127& 8.378$ 64.38 # 205.5 " 128.1 " 23.64 $ 147.9 " 4.439& 8
9 4.071& 3.322& 1.271& 10.12 $ 3.198& 10.83 $ 59.74 # 193.9 " 110.5 " 22.39 $ 88.68 " 4.739& 9
10 3.944& 1.876& 1.386& 12.74 $ 3.735& 10.93 $ 114.5 # 165.5 " 105.1 " 21.61 $ 65.85 # 5.322& 10
11 3.846& 1.721& 1.536& 9.903$ 4.392& 17.24 $ 496.8 " 236.6 " 95.89 " 20.14 $ 52.88 # 5.337& 11
12 3.806& 1.554& 2.461& 6.605& 3.959& 31.53 $ 268.2 " 239.1 " 87.52 " 18.14 $ 43.21 $ 5.404& 12
13 3.662& 1.546& 3.746& 5.146& 3.720& 24.82 $ 192.4 " 267.2 " 79.11 " 17.50 $ 36.39 $ 5.002& 13
14 3.594& 1.531& 4.338& 4.035& 3.576& 25.27 $ 195.3 " 267.3 " 76.73 # 17.94 $ 31.41 $ 4.293& 14
15 3.894& 1.477& 6.066& 3.709& 3.401& 72.04 $ 178.1 " 224.9 " 67.32 # 18.08 $ 28.47 $ 3.708& 15
16 4.032& 1.470& 4.622& 3.684& 3.237& 66.44 # 146.2 " 185.2 " 62.51 # 16.51 $ 26.58 $ 3.252& 16
17 3.897& 1.502& 3.667& 3.882& 3.103& 63.15 $ 140.0 " 144.8 " 59.43 # 14.36 $ 23.13 $ 2.834& 17
18 3.852& 1.605& 3.016& 3.677& 6.296& 33.59 $ 261.4 " 128.4 " 56.55 # 13.05 $ 19.62 $ 2.604& 18
19 3.852& 1.573& 2.546& 3.438& 17.18 $ 29.97 $ 222.8 " 115.2 " 52.39 # 12.43 $ 17.25 $ 2.598& 19
20 3.888& 1.533& 2.380& 3.275& 15.90 $ 34.86 $ 221.7 " 93.68 " 49.43 # 14.48 $ 15.62 $ 2.711& 20
21 3.798& 1.516& 2.122& 2.942& 14.34 $ 69.59 # 198.1 " 84.21 " 45.26 # 23.53 $ 13.78 $ 2.619& 21
22 3.644& 1.516& 2.000& 2.744& 14.70 $ 58.92 # 166.0 " 76.97 # 42.86 $ 28.99 $ 12.57 $ 2.375& 22
23 3.533& 1.542& 1.932& 3.021& 16.74 $ 45.75 $ 137.5 " 66.17 # 41.05 $ 47.75 $ 12.21 $ 2.441& 23
24 3.501& 1.749& 1.862& 3.704& 16.36 $ 38.47 $ 110.5 " 61.07 # 38.88 $ 48.64 # 11.73 $ 2.444& 24
25 3.377& 1.841& 1.831& 3.494& 15.25 $ 32.86 $ 95.50 " 61.59 # 35.93 $ 39.63 $ 10.82 $ 2.352& 25
26 3.506& 1.671& 1.831& 3.346& 15.00 $ 28.73 $ 90.63 " 118.7 # 46.25 $ 34.39 $ 9.857$ 2.208& 26
27 3.613& 1.552& 1.831& 3.303& 16.11 $ 27.98 $ 92.59 " 490.2 " 68.44 # 29.09 $ 8.897$ 1.998& 27
28 3.534& 1.449& 1.799& 3.274& 16.08 $ 51.14 $ 86.27 " 317.8 " 51.66 # 23.62 $ 7.982$ 1.889& 28
29 3.531& 1.687& 3.219& 11.84 $ 45.79 $ 84.28 " 190.8 " 45.75 # 18.42 $ 7.277$ 1.772& 29
30 3.446& 1.633& 3.144& 10.29 $ 37.78 $ 98.32 " 170.0 " 42.44 $ 15.58 $ 6.962$ 1.672& 30
31 3.313& 1.633& 9.298$ 86.55 " 185.5 " 13.49 $ 1.618& 31
Mean 3.935& 2.084& 2.204& 4.059& 8.137& 30.48 $ 143.4 $ 164.3 # 121.1 $ 25.29 $ 109.9 $ 3.748&
Median 3.852& 1.638& 1.831& 3.392& 3.959& 29.35 $ 114.5 $ 165.5 # 67.88 $ 23.53 $ 21.37 $ 3.252&
Maximum 5.126& 3.322& 6.066& 12.74 & 17.18 & 72.04 $ 496.8 $ 490.2 # 533.1 $ 48.64 $ 744.5 $ 6.825&
Minimum 3.313& 1.449& 1.249& 1.562& 3.017& 6.277$ 44.21 $ 61.07 # 35.93 $ 12.43 $ 6.962$ 1.618&
Total 122.0 & 58.35 & 68.32 & 121.8 & 252.2 & 914.4 $4445 $5094 #3634 $ 783.9 $3296 $ 116.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 51.80 & " ... Relative Uncertainty +/-10%
Ann. Median 10.29 & # ... Relative Uncertainty +/-15%
Annual Total 18907 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 744.5 & 1.249&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1970
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.487& 0.554& 0.977& 0.964& 4.661& 15.84 $ 908.6 "1476 " 342.2 "1019 " 48.57 # 12.34 $ 1
2 1.416& 0.552& 0.971& 1.016& 5.901& 26.39 $ 769.7 "1413 " 329.0 " 891.3 " 46.42 # 11.66 $ 2
3 1.346& 0.576& 1.004& 1.019& 9.042$ 41.25 $ 687.3 "1304 " 472.2 " 907.8 " 53.28 # 12.50 $ 3
4 1.230& 0.640& 0.887& 0.983& 7.517$ 27.38 $ 692.0 "1132 " 657.8 "1292 " 84.14 # 15.31 $ 4
5 1.179& 1.138& 0.726& 0.992& 6.122& 25.10 $ 576.6 " 888.6 " 615.2 "1932 " 75.94 # 17.42 $ 5
6 1.183& 1.855& 0.705& 1.039& 5.292& 23.63 $ 871.8 " 628.4 " 527.3 "1981 " 68.19 # 14.11 $ 6
7 1.164& 4.355& 0.732& 0.955& 4.488& 23.68 $1053 " 455.7 " 479.8 "1684 " 65.54 # 11.91 $ 7
8 1.053& 3.173& 0.793& 0.921& 5.043& 39.72 $ 909.1 " 514.6 "1653 "1394 " 74.82 # 10.45 $ 8
9 1.012& 2.109& 0.761& 0.923& 12.58 $ 53.41 # 716.7 " 559.5 "3654 "1200 " 65.51 # 9.262$ 9
10 0.948& 2.697& 0.743& 1.024& 15.98 $ 52.60 # 593.5 " 575.6 "2677 " 963.3 " 57.08 # 8.399$ 10
11 0.875& 2.544& 0.728& 1.121& 12.88 $ 82.08 # 467.2 " 468.2 "1824 " 715.8 " 51.31 # 7.738$ 11
12 0.834& 2.174& 0.778& 1.117& 11.94 $ 143.4 " 359.3 " 411.0 "1272 " 542.0 " 49.68 # 9.234$ 12
13 0.785& 1.890& 0.871& 1.067& 17.27 $ 150.7 " 291.3 " 335.8 "1004 " 422.9 " 53.26 # 9.123$ 13
14 0.723& 1.682& 0.921& 1.003& 26.91 $ 202.4 " 249.1 " 261.5 " 831.2 " 340.1 " 58.77 # 8.516$ 14
15 0.733& 1.489& 1.047& 0.935& 24.49 $ 215.7 " 217.7 " 214.2 " 660.2 " 283.6 " 47.67 # 7.856$ 15
16 0.716& 1.459& 1.069& 1.242& 17.90 $ 178.8 " 215.7 " 178.5 " 538.7 " 242.2 " 42.71 $ 7.093$ 16
17 0.712& 1.759& 1.092& 3.128& 13.03 $ 179.4 " 206.8 " 155.1 " 447.7 " 203.4 " 36.35 $ 6.402& 17
18 0.708& 1.622& 1.070& 1.838& 10.74 $ 212.4 " 183.3 " 159.0 " 354.3 " 171.2 " 32.97 $ 5.867& 18
19 0.721& 1.403& 1.049& 4.257& 9.318$ 247.6 " 158.4 " 233.6 " 336.3 " 145.6 " 30.13 $ 5.671& 19
20 0.676& 1.167& 1.000& 18.10 $ 8.354$ 346.7 " 152.4 " 513.5 " 541.0 " 119.7 " 27.60 $ 5.266& 20
21 0.646& 1.053& 0.980& 24.23 $ 8.019$ 317.5 " 143.4 " 729.5 " 819.5 " 105.2 " 25.84 $ 4.874& 21
22 0.648& 1.011& 0.955& 16.18 $ 7.290$ 389.2 " 133.9 " 704.5 "1109 " 94.07 " 24.35 $ 4.756& 22
23 0.640& 0.975& 0.982& 10.97 $ 6.789$ 733.1 " 264.6 " 556.5 "1477 " 84.17 " 23.08 $ 4.441& 23
24 0.628& 0.916& 1.037& 8.279$ 6.248$ 815.3 " 845.3 " 586.2 "1449 " 75.88 # 21.46 $ 4.125& 24
25 0.634& 0.893& 1.120& 6.519& 6.066&1136 "1253 " 813.7 "1433 " 70.71 # 18.97 $ 4.100& 25
26 0.628& 0.910& 1.181& 5.618& 8.115$1186 "1371 " 835.7 "1700 " 67.84 # 16.86 $ 3.945& 26
27 0.612& 0.970& 1.127& 4.754& 9.904$1005 " 916.0 " 870.8 "1890 " 75.58 # 15.34 $ 3.774& 27
28 0.603& 0.952& 1.075& 3.996& 12.60 $ 988.6 " 733.2 " 884.7 "1630 " 74.29 # 14.02 $ 3.386& 28
29 0.593& 1.038& 3.492& 10.17 $1035 " 943.3 " 748.8 "1389 " 65.30 # 13.58 $ 3.612& 29
30 0.591& 0.970& 3.092& 8.427$1007 "1323 " 613.1 "1123 " 59.40 # 13.10 $ 3.750& 30
31 0.560& 0.965& 9.494$ 1416 " 463.9 " 53.75 # 3.474& 31
Mean 0.848& 1.518& 0.947& 4.359& 10.41 & 363.4 $ 633.0 " 635.0 "1108 " 557.3 # 41.88 $ 7.753&
Median 0.721& 1.285& 0.977& 1.181& 9.042& 190.9 $ 687.3 " 575.6 " 917.8 " 242.2 # 44.56 $ 7.093&
Maximum 1.487& 4.355& 1.181& 24.23 & 26.91 &1186 $1416 "1476 "3654 "1981 # 84.14 $ 17.42 &
Minimum 0.560& 0.552& 0.705& 0.921& 4.488& 15.84 $ 133.9 " 155.1 " 329.0 " 53.75 # 13.10 $ 3.386&
Total 26.28& 42.52& 29.35& 130.8 & 322.6 &10901 $19622 "19686 "33238 "17276 # 1257 $ 240.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 281.6 & " ... Relative Uncertainty +/-10%
Ann. Median 17.42 & # ... Relative Uncertainty +/-15%
Annual Total 102772 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3654 & 0.552&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1971
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.474& 3.238& 1.391& 2.519& 4.409& 185.8 " 68.43 # 190.5 " 224.5 "2086 " 217.8 " 213.2 " 1
2 3.394& 2.647& 1.233& 2.256& 4.238& 146.7 " 63.25 # 288.6 " 190.4 "1905 " 182.0 " 161.7 " 2
3 3.012& 2.864& 1.132& 2.054& 4.048& 140.1 " 66.88 # 282.3 " 166.3 "1562 " 163.5 " 128.6 " 3
4 2.708& 2.679& 1.086& 1.906& 4.048& 118.2 " 93.87 " 266.3 " 152.3 "1238 " 136.3 " 107.2 " 4
5 2.777& 2.781& 1.086& 1.814& 3.888& 103.8 " 94.65 " 227.3 " 153.0 "1373 " 117.0 " 90.66 " 5
6 2.786& 3.923& 1.116& 1.831& 3.518& 87.96 " 92.42 " 229.0 " 160.8 "1477 " 102.1 " 79.45 # 6
7 2.954& 3.132& 1.250& 1.737& 3.364& 86.64 " 114.1 " 238.9 " 194.8 "1454 " 88.72 " 69.01 # 7
8 3.620& 2.832& 1.416& 1.731& 3.274& 81.07 " 99.82 " 210.5 " 314.7 "1403 " 79.61 " 162.2 " 8
9 3.525& 2.758& 1.341& 1.781& 3.274& 109.5 " 85.51 " 194.3 " 587.6 "1407 " 74.67 " 206.3 " 9
10 3.567& 2.529& 1.197& 1.804& 3.274& 140.4 " 75.45 # 177.0 " 633.7 "1391 " 143.2 " 163.7 " 10
11 3.396& 2.362& 1.167& 1.685& 3.205& 112.9 " 69.97 # 180.4 " 447.7 "1195 " 631.3 " 163.9 " 11
12 3.167& 2.148& 1.431& 1.658& 2.970& 157.8 " 80.21 # 162.1 " 392.3 " 962.1 "1213 " 109.1 " 12
13 2.883& 1.998& 1.682& 1.818& 2.928& 139.9 " 172.2 " 278.1 " 346.5 " 763.7 "1562 " 80.57 # 13
14 2.533& 1.866& 1.751& 1.965& 6.635& 111.6 " 147.7 " 244.3 " 393.2 " 661.3 "1042 " 63.86 # 14
15 2.403& 1.831& 1.651& 3.516& 15.51 $ 88.80 " 191.7 " 251.0 " 449.3 " 658.6 " 716.6 " 53.48 # 15
16 2.396& 1.793& 1.543& 5.084& 23.11 $ 72.33 # 140.0 " 341.1 " 486.3 " 639.1 "1295 " 46.83 # 16
17 2.410& 1.822& 1.623& 5.276& 19.44 $ 69.13 # 133.3 " 398.6 " 509.6 " 528.1 "2074 " 43.69 # 17
18 2.322& 2.072& 1.638& 4.894& 21.44 $ 70.69 # 143.9 " 379.9 " 504.7 " 453.6 "1683 " 41.53 $ 18
19 2.152& 1.908& 1.538& 4.208& 30.53 $ 66.19 # 116.5 " 538.4 " 707.7 " 388.4 "1137 " 38.72 $ 19
20 2.058& 1.823& 1.475& 3.616& 31.25 $ 84.98 # 135.4 " 436.9 " 864.7 " 376.5 " 802.1 " 35.12 $ 20
21 2.091& 1.705& 1.372& 3.330& 46.18 $ 127.5 " 158.1 " 341.1 " 914.9 " 536.6 " 600.2 " 32.40 $ 21
22 2.133& 1.657& 1.324& 3.222& 64.83 # 107.4 " 132.0 " 310.5 " 744.9 " 472.0 " 468.2 " 30.44 $ 22
23 2.144& 1.516& 1.294& 4.282& 164.6 " 107.8 " 130.9 " 275.8 " 562.4 " 443.0 " 565.1 " 28.46 $ 23
24 2.328& 1.389& 1.255& 5.152& 180.3 " 115.0 " 125.0 " 259.2 " 677.2 " 430.2 " 771.3 " 26.18 $ 24
25 2.106& 1.318& 1.197& 5.684& 160.6 " 105.3 " 144.8 " 199.9 "1347 " 537.0 " 776.9 " 26.68 $ 25
26 2.023& 1.305& 1.146& 5.539& 388.4 " 89.31 " 154.9 " 203.9 "1607 " 910.4 " 663.6 " 27.16 $ 26
27 2.133& 1.472& 1.307& 4.776& 351.3 " 76.15 " 119.6 " 341.6 "1463 "1031 " 554.2 " 23.86 $ 27
28 2.104& 1.569& 2.623& 3.972& 192.6 " 77.92 " 115.6 " 409.6 "1199 " 805.4 " 494.3 " 21.40 $ 28
29 1.931& 2.542& 3.765& 156.6 " 75.14 # 111.5 " 340.5 " 997.3 " 556.4 " 358.3 " 20.05 $ 29
30 1.867& 2.627& 4.656& 139.9 " 67.72 # 116.8 " 284.4 "1789 " 388.1 " 268.5 " 19.35 $ 30
31 2.756& 2.774& 162.6 " 140.7 " 258.3 " 282.5 " 18.52 $ 31
Mean 2.618& 2.176& 1.523& 3.251& 71.04 & 104.1 # 117.3 # 281.9 " 639.4 " 913.4 " 632.7 " 75.27 $
Median 2.410& 1.953& 1.372& 3.276& 19.44 & 104.6 # 116.8 # 266.3 " 507.1 " 763.7 " 559.7 " 46.83 $
Maximum 3.620& 3.923& 2.774& 5.684& 388.4 & 185.8 # 191.7 # 538.4 "1789 "2086 "2074 " 213.2 $
Minimum 1.867& 1.305& 1.086& 1.658& 2.928& 66.19 # 63.25 # 162.1 " 152.3 " 282.5 " 74.67 " 18.52 $
Total 81.16& 60.94& 47.21& 97.53& 2202 & 3124 # 3635 # 8740 "19182 "28316 "18982 " 2333 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 237.8 & " ... Relative Uncertainty +/-10%
Ann. Median 86.64 & # ... Relative Uncertainty +/-15%
Annual Total 86803 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2086 & 1.086&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1972
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 17.18 $ 4.028& 1.702& 2.214& 4.188& 6.468& 36.40 $ 455.4 " 292.8 " 51.74 # 24.44 $ 6.213& 1
2 16.01 $ 3.627& 2.076& 2.731& 3.996& 10.32 $ 31.36 $ 291.3 " 231.4 " 93.24 # 22.92 $ 5.870& 2
3 14.94 $ 3.459& 2.176& 2.245& 3.803& 11.82 $ 61.14 $ 361.9 " 185.4 " 128.6 " 20.91 $ 5.948& 3
4 13.62 $ 3.266& 2.130& 2.210& 3.898& 11.66 $ 74.62 # 392.5 " 177.0 " 137.7 " 19.29 $ 6.303$ 4
5 12.96 $ 3.097& 2.232& 2.149& 6.464& 9.924$ 49.84 # 467.7 " 179.2 " 118.7 " 18.21 $ 6.232& 5
6 18.66 $ 3.003& 2.128& 2.123& 6.658$ 8.403$ 49.43 # 332.0 " 240.4 " 102.2 " 17.13 $ 5.774& 6
7 25.32 $ 2.691& 2.007& 7.228& 6.785$ 7.805$ 57.14 # 347.1 " 348.9 " 106.3 " 16.27 $ 5.212& 7
8 22.83 $ 2.453& 1.922& 13.37 $ 6.911$ 7.358$ 53.29 # 367.2 " 330.4 " 337.1 " 15.32 $ 4.655& 8
9 17.80 $ 2.285& 1.861& 11.64 $ 6.257& 7.285$ 114.7 # 372.9 " 252.7 " 560.6 " 15.04 $ 4.369& 9
10 14.80 $ 2.356& 1.706& 8.595$ 5.617& 8.057$ 136.5 " 384.3 " 204.7 " 531.5 " 14.53 $ 3.747& 10
11 13.05 $ 2.625& 1.533& 7.074& 4.956& 7.806$ 94.83 " 271.0 " 196.9 " 353.3 " 13.66 $ 3.225& 11
12 11.53 $ 2.442& 1.472& 5.660& 4.658& 6.968$ 79.44 " 216.7 " 201.5 " 238.3 " 12.95 $ 2.989& 12
13 9.832$ 2.348& 1.493& 4.865& 6.281& 6.492$ 183.4 " 182.4 " 180.7 " 173.3 " 11.94 $ 2.757& 13
14 8.412$ 2.348& 1.494& 4.379& 12.39 $ 7.086$ 350.9 " 152.1 " 163.5 " 128.2 " 11.13 $ 2.656& 14
15 7.657$ 2.335& 1.537& 3.748& 17.03 $ 7.136$ 211.5 " 130.7 " 139.5 " 97.25 " 10.13 $ 2.551& 15
16 7.215$ 2.155& 1.506& 3.453& 14.34 $ 6.627$ 133.0 " 128.9 " 133.0 " 76.71 # 9.338$ 3.495& 16
17 6.673$ 2.433& 1.531& 2.979& 13.75 $ 5.960& 134.9 " 481.3 " 184.0 " 63.22 # 8.828$ 6.612& 17
18 6.177& 2.547& 1.656& 2.741& 11.54 $ 5.941& 165.9 " 797.3 " 168.8 " 54.83 # 8.437$ 7.078$ 18
19 5.893& 2.189& 1.652& 4.092& 10.00 $ 11.88 $ 174.5 " 647.3 " 139.7 " 50.59 # 8.060$ 6.756$ 19
20 5.658& 2.062& 1.560& 7.963$ 8.639$ 10.05 $ 147.3 " 729.0 " 116.5 " 46.09 # 7.520$ 6.840$ 20
21 5.347& 2.051& 1.493& 8.123$ 7.424$ 8.738$ 121.8 " 840.9 " 108.7 " 42.39 $ 6.986$ 6.819$ 21
22 4.947& 1.994& 1.527& 10.18 $ 7.066$ 9.734$ 110.6 " 758.1 " 96.78 " 38.96 $ 6.787$ 6.808$ 22
23 4.614& 1.942& 1.551& 9.295$ 6.767$ 12.10 $ 151.6 " 660.3 " 99.39 " 35.63 $ 6.492$ 6.808$ 23
24 4.612& 1.879& 1.835& 8.786$ 6.961$ 15.60 $ 203.4 " 594.9 " 112.0 " 33.86 $ 6.263& 6.730$ 24
25 4.658& 1.792& 2.062& 7.158$ 6.341& 33.06 $ 121.3 " 653.3 " 90.91 " 31.84 $ 5.921& 6.689$ 25
26 4.873& 1.755& 2.062& 6.012& 5.636& 65.77 # 111.2 " 656.1 " 78.29 " 29.33 $ 5.694& 6.798$ 26
27 5.251& 1.755& 2.155& 5.499& 5.124& 68.97 # 112.9 " 589.1 " 69.54 # 27.33 $ 5.807& 6.798$ 27
28 5.337& 1.742& 2.477& 5.087& 4.336& 79.28 # 115.6 " 664.4 " 62.70 # 27.87 $ 6.501& 6.615$ 28
29 4.940& 1.637& 2.434& 4.724& 3.663& 75.48 # 115.2 " 567.9 " 56.85 # 29.69 $ 6.833$ 6.371$ 29
30 4.460& 2.634& 4.488& 3.783& 46.02 $ 96.60 " 454.6 " 52.56 # 27.53 $ 6.543$ 6.371$ 30
31 4.275& 2.570& 4.792& 457.4 " 381.7 " 25.02 $ 6.411$ 31
Mean 9.985& 2.424& 1.877& 5.694& 7.099& 19.33 & 130.9 $ 462.3 " 163.2 # 122.5 $ 11.66 & 5.564&
Median 7.215& 2.348& 1.835& 4.976& 6.341& 9.236& 115.2 $ 454.6 " 166.2 # 63.22 $ 9.736& 6.303&
Maximum 25.32 & 4.028& 2.634& 13.37 & 17.03 & 79.28 & 457.4 $ 840.9 " 348.9 # 560.6 $ 24.44 & 7.078&
Minimum 4.275& 1.637& 1.472& 2.123& 3.663& 5.941& 31.36 $ 128.9 " 52.56 # 25.02 $ 5.694& 2.551&
Total 309.5 & 70.29& 58.17& 170.8 & 220.1 & 579.8 & 4058 $14330 " 4895 # 3799 $ 349.9 & 172.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 79.27 & " ... Relative Uncertainty +/-10%
Ann. Median 8.424& # ... Relative Uncertainty +/-15%
Annual Total 29012 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 840.9 & 1.472&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1973
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.329$ 0.990& 0.827& 0.794& 3.119& 65.66 # 67.88 # 603.1 " 700.5 " 971.5 " 796.5 " 82.44 # 1
2 6.293$ 0.907& 0.899& 0.854& 4.794& 68.28 # 71.68 # 500.8 " 805.6 " 819.7 " 848.2 " 80.98 # 2
3 6.432$ 0.848& 0.860& 0.863& 5.377& 44.47 $ 72.82 # 397.2 " 782.8 " 630.3 " 712.8 " 63.29 # 3
4 6.371$ 0.876& 0.814& 0.967& 5.929& 34.90 $ 64.96 # 311.5 " 695.9 " 474.0 " 585.7 " 57.57 # 4
5 6.371$ 1.063& 0.811& 0.937& 5.400& 24.58 $ 59.33 # 389.6 " 564.8 " 349.3 " 548.7 " 52.59 # 5
6 6.371$ 1.117& 0.784& 0.911& 6.650$ 21.35 $ 53.99 #1463 " 436.4 " 271.6 " 459.8 " 49.17 # 6
7 6.397$ 1.008& 0.720& 0.994& 6.654$ 26.50 $ 80.09 #1767 " 337.4 " 231.8 " 370.5 " 43.84 $ 7
8 6.775$ 0.895& 0.684& 1.010& 8.286$ 42.21 $ 132.1 "1965 " 327.1 " 200.4 " 307.6 " 38.78 $ 8
9 6.775$ 0.909& 0.657& 1.077& 8.421$ 59.01 # 168.9 "1767 " 363.2 " 173.6 " 259.4 " 34.14 $ 9
10 6.466$ 0.944& 0.687& 1.110& 8.422$ 40.62 $ 233.9 "1458 " 521.3 " 155.6 " 225.0 " 30.63 $ 10
11 4.302& 0.953& 0.655& 1.172& 7.553$ 31.04 $ 232.1 "1206 " 991.2 " 133.6 " 194.0 " 31.14 $ 11
12 1.369& 1.034& 0.625& 1.221& 7.236$ 36.82 $ 227.2 " 899.7 "1188 " 114.9 " 161.1 " 32.94 $ 12
13 1.379& 1.022& 0.619& 1.663& 9.966$ 43.06 $ 214.9 " 848.5 "1117 " 130.1 " 310.2 " 30.33 $ 13
14 1.173& 1.029& 0.625& 2.142& 14.44 $ 33.83 $ 227.4 " 787.2 " 995.3 " 246.5 "1705 " 27.14 $ 14
15 1.008& 0.964& 0.689& 1.871& 13.86 $ 28.19 $ 333.0 " 949.2 "1031 " 426.9 "2721 " 24.35 $ 15
16 0.850& 0.937& 0.708& 5.784& 9.887$ 28.98 $ 317.3 "1086 "1071 " 550.2 "2117 " 21.94 $ 16
17 0.815& 0.965& 0.746& 7.903$ 7.656$ 33.04 $ 276.3 " 965.2 "1172 "1035 "1545 " 19.66 $ 17
18 1.464& 1.098& 0.749& 6.917& 6.539& 45.59 # 334.0 " 841.8 "1534 "1291 "1175 " 18.21 $ 18
19 1.458& 1.062& 0.749& 5.344& 5.805& 41.02 $ 417.9 " 652.0 "1297 "1058 " 802.4 " 17.32 $ 19
20 1.210& 0.972& 0.767& 3.666& 5.570& 39.40 $ 343.6 " 543.7 "1115 " 831.4 " 579.2 " 18.27 $ 20
21 1.141& 0.947& 0.753& 2.928& 9.592$ 42.62 $ 616.0 " 511.0 " 912.3 " 578.7 " 374.4 " 17.98 $ 21
22 1.138& 0.930& 0.722& 2.501& 13.95 $ 80.44 # 705.4 " 483.1 " 710.9 " 454.9 " 251.9 " 16.20 $ 22
23 1.456& 0.914& 0.684& 4.178& 10.61 $ 197.2 " 621.4 " 473.3 " 595.6 " 674.2 " 182.5 " 15.11 $ 23
24 1.452& 0.898& 0.699& 7.544& 8.757$ 223.1 " 739.3 "1680 " 728.3 " 872.7 " 136.5 " 14.34 $ 24
25 1.268& 0.882& 0.870& 10.90 $ 8.161$ 151.6 " 769.5 "2387 " 901.6 "1211 " 115.5 " 13.21 $ 25
26 1.146& 0.866& 0.998& 8.754$ 8.446$ 142.1 " 663.3 "2007 " 997.4 "1167 " 97.92 " 12.61 $ 26
27 1.121& 0.850& 1.073& 6.302& 7.890$ 136.1 " 646.5 "1380 " 871.0 " 899.4 " 81.13 " 11.77 $ 27
28 1.070& 0.834& 1.061& 5.338& 7.614$ 109.8 " 725.2 " 988.5 " 668.9 " 701.8 " 69.27 # 10.82 $ 28
29 0.922& 0.931& 4.651& 8.308$ 87.97 " 676.9 " 765.4 " 883.0 " 647.1 " 60.73 # 11.13 $ 29
30 1.001& 0.842& 3.547& 12.69 $ 76.63 # 693.9 " 628.2 "1138 " 694.4 " 57.20 # 10.28 $ 30
31 1.026& 0.804& 31.27 $ 688.4 " 607.3 " 679.6 " 9.578$ 31
Mean 2.979& 0.954& 0.778& 3.461& 8.995& 67.87 $ 370.2 #1010 " 848.5 " 602.5 " 595.0 # 29.61 $
Median 1.379& 0.945& 0.749& 2.322& 8.161& 42.84 $ 317.3 # 848.5 " 877.0 " 630.3 " 340.4 # 21.94 $
Maximum 6.775& 1.117& 1.073& 10.90 & 31.27 & 223.1 $ 769.5 #2387 "1534 "1291 "2721 # 82.44 $
Minimum 0.815& 0.834& 0.619& 0.794& 3.119& 21.35 $ 53.99 # 311.5 " 327.1 " 114.9 " 57.20 # 9.578$
Total 92.35& 26.71& 24.11& 103.8 & 278.9 & 2036 $11475 #31314 "25454 "18676 "17851 # 917.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 296.6 & " ... Relative Uncertainty +/-10%
Ann. Median 34.90 & # ... Relative Uncertainty +/-15%
Annual Total 108249 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2721 & 0.619&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 8.886$ 7.093$ 2.142& 2.573& 8.275$ 102.8 # 107.1 "1930 " 224.3 " 61.96 " 78.66 " 19.69 $ 1
2 8.588$ 5.849& 2.046& 2.536& 7.341$ 114.5 " 135.6 "1804 " 190.9 " 56.30 " 63.19 " 17.39 $ 2
3 7.765$ 5.972& 2.035& 2.454& 6.636& 77.10 # 288.3 "1698 " 171.6 " 55.49 " 56.97 " 15.53 $ 3
4 7.462$ 5.699& 2.103& 6.767& 8.326& 140.5 " 307.1 "1706 " 160.0 " 54.50 " 54.22 " 14.05 $ 4
5 6.974$ 5.077& 2.208& 9.754$ 15.87 $ 216.3 " 248.9 "1550 " 150.2 " 53.55 " 47.37 " 13.28 $ 5
6 6.680$ 4.911& 2.523& 9.961$ 18.71 $ 169.5 " 327.4 "1583 " 148.6 " 49.65 " 42.20 " 12.04 $ 6
7 6.290& 4.085& 2.733& 7.771$ 13.98 $ 149.1 " 267.5 "1413 " 133.2 " 59.36 " 36.98 $ 11.22 $ 7
8 5.883& 3.893& 3.198& 6.243& 10.99 $ 146.5 " 195.6 "1121 " 117.0 " 67.79 " 32.58 $ 9.993$ 8
9 5.258& 4.271& 3.887& 5.068& 9.401$ 131.5 " 151.8 " 942.6 " 98.65 " 69.84 " 28.77 $ 9.238$ 9
10 4.911& 7.590$ 4.310& 4.541& 10.23 $ 103.3 " 133.8 " 789.0 " 86.57 " 61.35 " 25.91 $ 8.529$ 10
11 4.560& 6.552$ 3.949& 4.105& 17.13 $ 88.80 " 122.9 " 591.8 " 79.64 " 55.68 " 23.75 $ 8.504$ 11
12 4.092& 7.471$ 3.406& 3.715& 24.29 $ 74.60 # 111.9 " 467.4 " 85.78 " 50.60 " 21.98 $ 8.519$ 12
13 3.671& 6.259& 2.925& 3.838& 40.57 $ 64.01 # 121.2 " 573.4 " 91.40 " 44.37 " 19.48 $ 8.313$ 13
14 3.443& 5.210& 2.678& 4.607& 62.66 # 56.60 # 167.4 " 740.3 " 89.47 " 43.70 " 18.09 $ 7.344$ 14
15 3.341& 4.501& 2.512& 5.036& 33.61 $ 50.36 # 174.9 " 733.2 " 83.77 " 50.12 " 16.29 $ 6.674$ 15
16 3.396& 3.994& 2.346& 4.763& 23.46 $ 45.47 # 225.5 " 688.5 " 79.44 " 50.22 " 15.68 $ 6.012& 16
17 3.176& 3.774& 2.217& 4.720& 18.10 $ 40.93 $ 350.1 " 655.4 " 82.88 " 44.34 " 25.64 $ 5.451& 17
18 3.085& 3.540& 2.238& 4.372& 15.76 $ 37.30 $ 498.7 " 762.6 " 128.4 " 40.30 " 71.24 " 4.829& 18
19 2.985& 3.201& 2.210& 4.045& 14.75 $ 34.22 $ 586.4 " 736.9 " 125.3 " 36.62 $ 69.27 " 4.235& 19
20 2.787& 3.068& 2.181& 3.839& 20.02 $ 31.78 $ 761.4 " 705.5 " 122.9 " 38.84 $ 68.17 " 3.473& 20
21 2.638& 2.966& 2.188& 3.600& 23.44 $ 29.79 $ 772.7 " 629.9 " 128.0 " 96.17 " 60.11 " 3.179& 21
22 2.465& 2.980& 2.124& 3.927& 18.39 $ 27.95 $ 857.8 " 712.1 " 105.2 " 126.0 " 54.68 " 3.182& 22
23 2.419& 3.085& 2.093& 4.124& 14.92 $ 28.35 $ 686.5 " 884.3 " 89.65 " 404.4 " 47.81 " 2.552& 23
24 2.438& 2.760& 2.107& 4.172& 13.33 $ 35.66 $ 759.9 " 831.5 " 78.64 " 397.4 " 44.99 " 2.374& 24
25 2.405& 2.540& 2.062& 4.380& 13.30 $ 42.78 $1119 " 706.2 " 71.39 " 328.1 " 49.97 " 2.458& 25
26 2.266& 2.454& 2.055& 9.928& 15.25 $ 48.21 # 954.1 " 550.4 " 65.01 " 193.3 " 43.00 " 2.591& 26
27 3.052& 2.418& 2.177& 13.56 $ 21.04 $ 49.74 #1008 " 503.1 " 58.03 " 127.2 " 36.87 $ 2.556& 27
28 3.523& 2.332& 2.778& 14.45 $ 32.71 $ 80.74 # 986.9 " 416.1 " 55.34 " 91.86 " 31.78 $ 2.549& 28
29 8.161& 2.565& 12.41 $ 29.65 $ 164.5 "1242 " 363.1 " 68.23 " 77.29 " 26.10 $ 2.501& 29
30 9.588$ 2.477& 9.696$ 23.95 $ 136.8 "1947 " 307.1 " 68.52 " 91.41 " 22.04 $ 2.437& 30
31 7.851$ 2.571& 34.20 $ 1819 " 268.8 " 95.11 " 2.361& 31
Mean 4.840& 4.412& 2.550& 6.032& 20.01 & 83.99 $ 562.4 " 882.7 " 107.9 " 99.12 $ 41.13 $ 7.195&
Median 3.671& 4.039& 2.238& 4.574& 17.13 & 69.31 $ 327.4 " 733.2 " 90.53 " 59.36 $ 39.59 $ 6.012&
Maximum 9.588& 7.590& 4.310& 14.45 & 62.66 & 216.3 $1947 "1930 " 224.3 " 404.4 $ 78.66 $ 19.69 &
Minimum 2.266& 2.332& 2.035& 2.454& 6.636& 27.95 $ 107.1 " 268.8 " 55.34 " 36.62 $ 15.68 $ 2.361&
Total 150.0 & 123.5 & 79.05& 181.0 & 620.3 & 2520 $17436 "27365 " 3238 " 3073 $ 1234 $ 223.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 154.1 & " ... Relative Uncertainty +/-10%
Ann. Median 24.29 & # ... Relative Uncertainty +/-15%
Annual Total 56242 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1947 & 2.035&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1975
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.327& 1.040& 1.312& 2.513& 5.793& 143.4 " 128.8 "1985 " 513.8 " 257.2 " 80.54 " 20.78 $ 1
2 2.262& 1.023& 1.215& 15.69 $ 4.941& 136.5 " 132.9 "1602 " 471.9 " 199.2 " 70.75 " 18.31 $ 2
3 2.253& 1.023& 1.186& 19.11 $ 4.389& 106.5 " 136.6 "1360 " 426.7 " 157.4 " 66.03 " 16.22 $ 3
4 2.321& 0.975& 1.120& 16.30 $ 4.435& 93.19 " 120.7 "1207 " 342.8 " 131.2 " 59.65 " 14.50 $ 4
5 2.217& 0.964& 1.046& 10.72 $ 4.981& 81.22 " 108.7 "1049 " 272.5 " 119.4 " 53.28 " 13.21 $ 5
6 2.145& 0.971& 1.025& 7.271$ 5.939& 70.10 " 118.6 " 859.7 " 226.6 " 135.9 " 47.25 " 12.34 $ 6
7 2.227& 1.103& 1.107& 5.516& 7.099$ 69.90 " 231.4 " 671.3 " 195.2 " 196.9 " 43.00 " 11.20 $ 7
8 2.279& 0.977& 1.138& 4.423& 6.857$ 65.33 " 206.9 " 552.6 " 193.8 " 225.8 " 39.04 $ 10.07 $ 8
9 2.352& 0.884& 0.973& 3.954& 5.969& 57.96 " 234.7 " 543.9 " 193.1 " 235.6 " 35.27 $ 9.505$ 9
10 2.440& 0.890& 1.042& 3.611& 5.183& 52.15 " 220.9 " 571.1 " 178.9 " 226.8 " 31.90 $ 9.200$ 10
11 2.447& 0.903& 1.129& 3.362& 4.714& 50.82 " 230.2 " 522.7 " 165.3 " 240.7 " 29.45 $ 9.086$ 11
12 2.306& 0.900& 1.123& 3.155& 4.861& 44.56 " 469.1 " 484.0 " 150.6 " 217.8 " 27.79 $ 8.423$ 12
13 2.131& 0.834& 1.084& 3.073& 5.560& 40.54 " 662.3 " 413.8 " 136.4 " 177.1 " 26.71 $ 7.934$ 13
14 2.013& 0.777& 1.093& 3.467& 5.318& 37.38 $ 747.6 " 360.5 " 125.4 " 144.8 " 25.00 $ 7.340$ 14
15 1.886& 0.780& 1.031& 9.581& 5.633& 34.51 $ 709.5 " 307.6 " 114.2 " 126.0 " 24.89 $ 6.886$ 15
16 1.710& 0.748& 0.990& 15.02 $ 5.934& 35.96 $ 653.0 " 303.0 " 121.4 " 107.3 " 46.20 $ 6.334& 16
17 1.534& 0.724& 0.974& 13.16 $ 5.560& 45.44 " 623.1 " 363.8 " 265.1 " 96.05 " 243.3 " 5.846& 17
18 1.513& 0.796& 0.974& 9.563$ 11.65 $ 59.56 " 656.6 " 456.5 " 395.7 " 165.4 " 232.1 " 5.221& 18
19 1.507& 0.895& 0.964& 7.624$ 25.94 $ 54.11 " 623.9 " 662.9 " 350.7 " 200.9 " 163.2 " 4.659& 19
20 1.457& 0.970& 1.114& 7.497$ 39.71 $ 54.59 " 717.5 " 731.4 " 307.0 " 257.9 " 141.8 " 4.213& 20
21 1.362& 1.039& 1.288& 8.713$ 94.27 " 61.77 " 696.7 " 770.2 " 378.3 " 482.8 " 96.08 " 3.884& 21
22 1.347& 1.118& 1.327& 10.96 $ 77.52 " 60.73 " 640.3 " 690.3 " 485.7 " 497.7 " 73.03 " 3.383& 22
23 1.337& 1.126& 2.028& 11.34 $ 80.38 " 65.85 " 557.0 " 604.2 " 545.0 " 410.1 " 62.65 " 3.033& 23
24 1.415& 1.078& 1.762& 8.558$ 96.35 " 139.4 " 496.3 " 710.0 " 423.2 " 324.4 " 54.82 " 2.877& 24
25 1.414& 1.256& 1.509& 6.789& 137.4 " 146.3 " 407.6 "1032 " 303.8 " 261.3 " 47.76 " 2.641& 25
26 1.405& 1.514& 1.432& 5.663& 157.6 " 123.9 " 345.5 "1061 " 453.2 " 191.7 " 40.70 $ 2.488& 26
27 1.255& 1.461& 1.478& 5.035& 130.6 " 171.4 " 514.8 " 964.1 " 594.0 " 157.6 " 34.89 $ 2.496& 27
28 1.175& 1.337& 1.412& 6.055& 99.44 " 150.2 " 761.4 " 827.0 " 554.0 " 136.6 " 31.13 $ 2.584& 28
29 1.101& 1.421& 5.901& 86.71 " 156.1 "1111 " 715.6 " 434.0 " 121.3 " 27.64 $ 2.507& 29
30 1.086& 1.380& 5.987& 80.51 " 152.6 "1724 " 624.4 " 324.6 " 109.0 " 23.78 $ 2.498& 30
31 1.046& 1.343& 109.6 " 2146 " 535.0 " 93.36 " 2.447& 31
Mean 1.783& 1.004& 1.227& 7.987& 42.61 & 85.40 $ 552.7 " 759.4 " 321.4 " 206.6 " 65.99 $ 7.488&
Median 1.710& 0.973& 1.129& 7.030& 6.857& 65.59 $ 514.8 " 671.3 " 315.8 " 191.7 " 46.72 $ 6.334&
Maximum 2.447& 1.514& 2.028& 19.11 & 157.6 & 171.4 $2146 "1985 " 594.0 " 497.7 " 243.3 $ 20.78 &
Minimum 1.046& 0.724& 0.964& 2.513& 4.389& 34.51 $ 108.7 " 303.0 " 114.2 " 93.36 " 23.78 $ 2.447&
Total 55.27& 28.11& 38.02& 239.6 & 1321 & 2562 $17133 "23541 " 9643 " 6405 " 1980 $ 232.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 173.1 & " ... Relative Uncertainty +/-10%
Ann. Median 35.96 & $ ... Relative Uncertainty +/-20%
Annual Total 63177 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2146 & 0.724&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 2.385& 1.673& 10.39 & 1.846& 16.14 $ 466.0 " 169.6 " 534.6 " 293.9 " 148.6 " 196.2 " 159.8 " 1
2 2.356& 1.644& 61.39 " 1.770& 16.68 $ 319.6 " 242.7 " 403.7 " 266.3 " 187.9 " 149.1 " 107.0 " 2
3 2.689& 1.597& 33.09 $ 1.837& 16.79 $ 276.7 " 299.1 " 300.6 " 266.8 " 353.2 " 118.7 " 72.89 " 3
4 2.488& 1.678& 22.07 $ 1.866& 14.32 $ 222.2 " 329.1 " 342.6 " 619.6 " 663.9 " 96.18 " 57.79 " 4
5 2.300& 1.566& 15.77 $ 1.809& 12.55 $ 170.0 " 433.2 " 456.4 " 623.5 " 578.1 " 79.67 " 48.10 " 5
6 2.565& 1.497& 12.10 $ 1.729& 12.67 $ 134.7 " 328.4 " 400.4 " 758.2 " 414.3 " 68.39 " 41.52 " 6
7 16.92 & 1.588& 9.369$ 1.841& 14.94 $ 110.4 " 246.3 " 454.3 " 614.1 " 315.1 " 65.54 " 38.01 $ 7
8 23.92 $ 1.471& 7.609$ 1.815& 13.58 $ 97.25 " 194.2 " 713.6 " 593.2 " 236.2 " 62.58 " 36.52 $ 8
9 23.84 $ 1.397& 6.302& 1.633& 12.32 $ 83.27 " 201.8 " 835.0 " 437.8 " 285.1 " 60.36 " 34.75 $ 9
10 17.24 $ 1.316& 5.288& 1.537& 13.62 $ 72.36 " 293.7 " 732.7 " 325.0 " 356.9 " 85.40 " 32.16 $ 10
11 13.01 $ 1.289& 4.566& 1.854& 13.97 $ 63.33 " 233.3 " 629.7 " 260.9 " 302.6 " 131.3 " 30.38 $ 11
12 10.35 $ 1.348& 4.090& 9.839& 12.61 $ 56.18 " 190.8 " 508.6 " 219.3 " 254.1 " 606.4 " 27.53 $ 12
13 8.197$ 1.547& 3.644& 10.75 $ 11.75 $ 50.67 " 157.8 " 461.6 " 186.8 " 195.1 "1159 " 24.74 $ 13
14 9.896$ 1.448& 3.198& 16.91 $ 11.48 $ 46.25 " 126.7 " 447.0 " 158.3 " 153.6 "1272 " 22.68 $ 14
15 15.35 $ 1.313& 2.750& 32.62 $ 19.56 $ 42.85 " 100.2 " 522.4 " 139.8 " 121.8 " 935.6 " 20.72 $ 15
16 14.71 $ 1.489& 2.557& 49.08 " 30.00 $ 40.14 " 83.57 " 697.2 " 120.9 " 98.39 " 607.9 " 18.80 $ 16
17 11.90 $ 1.729& 2.614& 34.74 $ 28.57 $ 37.63 $ 72.73 " 600.8 " 106.2 " 89.09 " 391.9 " 17.15 $ 17
18 9.559$ 1.757& 2.439& 35.19 $ 23.10 $ 35.07 $ 64.83 " 504.6 " 190.3 " 206.2 " 263.0 " 15.76 $ 18
19 7.902$ 1.945& 2.289& 56.51 " 22.53 $ 33.60 $ 59.01 " 555.8 " 266.6 "1579 " 185.6 " 14.29 $ 19
20 6.735$ 1.996& 2.242& 62.29 " 49.91 $ 32.99 $ 55.36 " 593.5 " 274.9 "1645 " 138.8 " 13.12 $ 20
21 5.736& 2.274& 2.225& 56.61 " 94.10 " 40.06 $ 62.41 " 781.4 " 213.4 " 985.1 " 104.7 " 12.95 $ 21
22 4.983& 2.352& 2.097& 46.00 " 77.93 " 246.6 " 73.21 " 745.6 " 159.7 " 814.3 " 84.04 " 13.99 $ 22
23 4.269& 2.490& 1.957& 44.52 " 80.89 " 539.7 " 73.74 " 579.5 " 120.0 " 614.0 " 70.49 " 14.35 $ 23
24 3.700& 2.491& 1.817& 38.59 $ 89.20 " 528.4 " 319.5 " 448.2 " 95.59 " 475.9 " 59.73 " 14.21 $ 24
25 3.170& 2.446& 1.790& 32.15 $ 75.98 " 522.1 " 478.2 " 359.6 " 81.33 " 747.4 " 51.50 " 13.35 $ 25
26 2.805& 2.334& 1.683& 25.46 $ 69.95 " 438.8 " 495.3 " 288.5 " 77.83 " 677.2 " 45.64 " 12.02 $ 26
27 2.650& 11.62 & 1.779& 20.81 $ 56.55 " 336.1 " 837.0 " 242.3 " 79.12 " 465.6 " 43.59 " 11.19 $ 27
28 2.456& 8.026& 2.076& 17.76 $ 46.35 " 255.0 " 785.4 " 230.1 " 76.69 " 321.9 " 214.3 " 10.13 $ 28
29 2.167& 5.397& 1.907& 16.63 $ 81.11 " 212.9 " 756.2 " 251.5 " 71.75 " 263.4 " 223.1 " 9.737$ 29
30 2.048& 1.821& 16.40 $ 180.5 " 177.8 " 759.6 " 238.1 " 82.76 " 232.5 " 166.3 " 9.145$ 30
31 1.856& 1.819& 281.5 " 669.8 " 253.5 " 198.5 " 8.761$ 31
Mean 7.746& 2.439& 7.572& 21.41 & 48.42 $ 189.6 $ 296.5 " 487.5 " 259.4 " 451.0 " 257.9 " 31.08 $
Median 4.983& 1.673& 2.614& 16.77 & 22.53 $ 122.6 $ 233.3 " 461.6 " 201.9 " 315.1 " 125.0 " 18.80 $
Maximum 23.92 & 11.62 & 61.39 & 62.29 & 281.5 $ 539.7 $ 837.0 " 835.0 " 758.2 "1645 "1272 " 159.8 $
Minimum 1.856& 1.289& 1.683& 1.537& 11.48 $ 32.99 $ 55.36 " 230.1 " 71.75 " 89.09 " 43.59 " 8.761$
Total 240.1 & 70.72& 234.7 & 642.4 & 1501 $ 5689 $ 9193 "15114 " 7781 "13980 " 7737 " 963.6 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 172.5 & " ... Relative Uncertainty +/-10%
Ann. Median 58.40 & $ ... Relative Uncertainty +/-20%
Annual Total 63145 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1645 & 1.289&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 8.000$ 2.327& 1.671& 3.191& 6.308& 127.9 " 128.4 " 250.9 " 359.4 " 339.6 "1798 " 51.93 " 1
2 7.441$ 2.247& 1.656& 4.613& 5.869& 93.72 " 135.6 " 517.7 " 287.6 " 438.9 "1448 " 48.23 " 2
3 6.967$ 2.175& 1.741& 4.409& 6.668& 74.49 " 150.1 " 629.6 " 256.6 " 896.0 "1131 " 43.06 " 3
4 6.395& 2.194& 2.077& 4.217& 6.551$ 61.66 " 152.4 " 835.2 " 258.9 "1109 " 835.3 " 39.45 $ 4
5 5.959& 2.133& 2.099& 3.988& 6.299$ 62.22 " 166.9 " 892.0 " 240.1 " 862.6 " 631.3 " 35.38 $ 5
6 5.293& 2.030& 1.900& 3.518& 6.916$ 71.29 " 147.1 "1871 " 209.8 " 555.9 " 470.0 " 31.56 $ 6
7 4.818& 1.949& 1.922& 3.328& 9.750$ 65.32 " 124.7 "1925 " 312.9 " 386.4 " 346.0 " 28.34 $ 7
8 4.529& 1.928& 1.930& 3.253& 9.275$ 110.1 " 112.9 "1879 " 498.8 " 457.5 " 269.4 " 25.80 $ 8
9 3.991& 1.892& 2.014& 3.248& 8.244$ 89.67 " 131.4 "1564 " 494.3 " 586.1 " 222.5 " 23.32 $ 9
10 3.640& 1.747& 2.006& 3.327& 7.500$ 70.50 " 127.7 "2105 " 473.7 " 563.5 " 185.7 " 21.15 $ 10
11 4.045& 1.826& 1.869& 3.809& 7.366$ 60.21 " 117.1 "3139 " 456.6 " 499.3 " 156.2 " 19.41 $ 11
12 4.478& 1.790& 1.759& 3.885& 7.081$ 52.95 " 112.2 "3440 " 375.6 "1292 " 134.6 " 17.16 $ 12
13 4.622& 1.803& 1.703& 3.778& 6.887$ 49.61 " 101.7 "3071 " 295.7 "1807 " 118.3 " 15.84 $ 13
14 4.262& 2.026& 1.727& 3.832& 6.604& 114.7 " 92.52 "2348 " 226.0 "1894 " 99.69 " 14.78 $ 14
15 4.185& 2.083& 1.730& 3.904& 7.350& 285.5 " 82.66 "1743 " 184.9 "1552 " 85.42 " 14.06 $ 15
16 4.033& 2.106& 1.754& 3.968& 11.50 $ 240.4 " 73.66 "1297 " 199.7 "1185 " 76.76 " 13.28 $ 16
17 3.932& 2.116& 1.721& 4.067& 13.31 $ 480.6 " 141.4 " 974.6 " 220.4 " 870.9 " 70.64 " 12.90 $ 17
18 4.210& 2.024& 1.808& 4.234& 17.81 $ 410.0 " 295.2 " 816.9 " 206.2 " 639.8 " 64.89 " 12.69 $ 18
19 5.278& 2.056& 1.778& 4.097& 16.99 $ 474.7 " 407.7 "1000 " 165.1 " 472.2 " 58.61 " 12.24 $ 19
20 5.504& 2.229& 1.699& 4.065& 13.36 $ 463.6 " 697.8 "1379 " 142.2 " 345.7 " 53.57 " 11.57 $ 20
21 5.283& 2.166& 1.814& 4.203& 14.70 $ 383.6 "1130 "1288 " 189.4 " 266.7 " 49.16 " 10.73 $ 21
22 4.752& 2.159& 2.320& 4.299& 36.03 $ 423.4 "1123 "1143 " 343.2 " 217.1 " 44.92 " 14.60 $ 22
23 4.207& 2.211& 2.072& 4.267& 43.49 $ 313.5 "1245 " 957.0 " 390.2 " 178.3 " 42.72 " 21.30 $ 23
24 3.924& 2.047& 2.631& 4.213& 44.28 $ 230.6 "1060 " 740.4 " 399.5 " 147.6 " 105.7 " 23.45 $ 24
25 3.427& 1.965& 2.533& 4.070& 203.9 " 185.2 " 822.8 " 657.3 " 363.8 " 120.8 " 95.20 " 19.93 $ 25
26 3.239& 1.995& 2.417& 3.983& 188.0 " 163.9 " 648.2 " 615.5 " 318.4 " 99.52 " 77.73 " 16.12 $ 26
27 2.718& 1.919& 2.275& 6.194& 149.2 " 162.6 " 472.2 " 519.6 " 281.1 " 178.2 " 67.44 " 13.52 $ 27
28 2.480& 1.839& 2.260& 6.668$ 206.8 " 138.9 " 352.3 " 477.6 " 316.3 " 890.4 " 72.40 " 12.63 $ 28
29 2.460& 2.581& 7.503$ 214.3 " 149.7 " 286.4 " 602.6 " 363.9 "1342 " 69.86 " 11.63 $ 29
30 2.334& 2.842& 7.106$ 177.9 " 144.6 " 285.1 " 661.4 " 372.9 "1468 " 59.09 " 11.37 $ 30
31 2.360& 2.909& 164.8 " 251.0 " 465.1 " 2040 " 11.54 $ 31
Mean 4.476& 2.035& 2.039& 4.308& 52.42 & 191.8 " 360.5 "1284 " 306.8 " 764.6 " 298.0 " 21.26 $
Median 4.210& 2.038& 1.922& 4.066& 11.50 & 141.7 " 152.4 " 974.6 " 304.3 " 563.5 " 97.44 " 16.12 $
Maximum 8.000& 2.327& 2.909& 7.503& 214.3 & 480.6 "1245 "3440 " 498.8 "2040 "1798 " 51.93 $
Minimum 2.334& 1.747& 1.656& 3.191& 5.869& 49.61 " 73.66 " 250.9 " 142.2 " 99.52 " 42.72 " 10.73 $
Total 138.8 & 56.98& 63.22& 129.2 & 1625 & 5755 "11175 "39807 " 9203 "23703 " 8940 " 659.0 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 277.4 & " ... Relative Uncertainty +/-10%
Ann. Median 59.09 & $ ... Relative Uncertainty +/-20%
Annual Total 101255 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3440 & 1.656&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 11.59 $ 3.792& 2.934& 1.713$ 9.124$ 106.7 "5180 "1847 " 351.8 "2652 " 48.39 " 18.68 # 1
2 11.67 $ 3.514& 2.618& 1.580$ 7.875$ 90.16 "5693 "1500 " 353.7 "3328 " 44.60 " 26.12 # 2
3 11.48 $ 3.258& 2.492& 1.604$ 7.608$ 143.6 "4442 "1304 " 560.3 "2963 " 52.51 " 29.95 # 3
4 11.65 $ 3.014& 2.470& 1.638$ 7.881$ 106.8 "3103 "1076 " 796.2 "2537 " 74.59 " 27.33 # 4
5 11.14 $ 3.030& 2.352& 2.651$ 7.151$ 92.43 "2009 "1183 " 690.7 "2079 " 62.72 " 24.95 # 5
6 10.04 $ 2.833& 2.275& 2.490$ 5.974$ 297.3 "1345 "1281 " 571.7 "1611 " 58.61 " 20.73 # 6
7 9.412$ 2.600& 2.217& 1.748$ 7.093$ 377.7 " 981.6 "1227 " 473.7 "1196 " 95.85 " 17.16 # 7
8 9.949$ 2.438& 2.147& 1.449$ 9.005$ 287.3 " 785.5 "1024 " 396.8 " 890.0 " 89.95 " 14.98 # 8
9 9.180$ 2.284& 2.036& 1.367$ 11.70 $ 702.4 " 632.7 " 855.1 " 398.1 " 691.1 " 69.98 " 14.43 # 9
10 8.497$ 2.173& 1.938& 1.354$ 11.97 # 801.5 " 511.2 " 733.4 " 728.2 " 535.3 " 57.84 " 14.08 # 10
11 7.812$ 2.069& 1.896& 1.408$ 9.838$ 446.6 " 432.2 " 668.0 "1617 " 436.4 " 49.00 " 13.70 # 11
12 7.933$ 2.008& 1.798& 2.164$ 9.813$ 364.5 " 405.7 " 668.7 "2285 " 376.0 " 43.11 " 13.02 # 12
13 8.089$ 1.948& 8.545& 1.500$ 9.117$ 294.8 " 391.4 " 585.5 "1937 " 325.5 " 38.40 " 12.26 # 13
14 7.779$ 1.909& 1.716$ 1.683$ 8.559$ 245.2 " 762.3 " 505.3 "1427 " 276.3 " 35.27 " 12.89 # 14
15 7.253$ 1.755& 1.684$ 4.652$ 9.189$ 280.2 " 755.3 " 447.7 "1057 " 236.5 " 33.06 " 19.02 # 15
16 7.195$ 1.674& 1.651$ 12.68 $ 12.60 # 290.7 " 996.7 " 399.3 " 936.1 " 201.8 " 30.88 # 30.73 # 16
17 7.139$ 1.548& 1.598$ 10.12 $ 14.60 # 212.6 " 922.1 " 356.1 " 841.3 " 170.2 " 28.80 # 23.22 # 17
18 7.015$ 3.266& 1.727$ 8.038$ 12.71 # 182.3 " 841.1 " 317.1 " 808.5 " 146.1 " 26.96 # 16.89 # 18
19 6.491$ 3.290& 2.121$ 6.872$ 13.47 # 162.2 " 870.4 " 288.9 "1037 " 126.2 " 25.45 # 14.11 # 19
20 6.094& 3.901& 1.773$ 5.135$ 18.75 # 158.3 "2254 " 259.3 "2498 " 108.8 " 23.65 # 12.72 # 20
21 5.896& 2.817& 1.744$ 4.775$ 23.09 # 209.0 "6138 " 233.5 "2943 " 96.40 " 21.83 # 11.94 # 21
22 5.425& 2.164& 1.626$ 4.442$ 29.19 # 443.2 "8284 " 211.4 "2496 " 88.45 " 19.95 # 15.18 # 22
23 5.243& 1.915& 1.452$ 3.554$ 32.92 # 439.1 "7478 " 199.6 "1950 " 80.77 " 18.43 # 19.84 # 23
24 5.090& 2.091& 1.397$ 3.123$ 33.72 # 387.8 "6124 " 947.4 "1664 " 75.50 " 18.27 # 18.05 # 24
25 4.833& 2.797& 1.499$ 2.911$ 32.99 # 866.0 "6416 "1051 "1842 " 71.14 " 24.63 # 15.94 # 25
26 4.572& 3.167& 1.402$ 2.717$ 79.17 " 953.4 "5500 " 946.4 "1535 " 74.39 " 29.34 # 14.12 # 26
27 4.402& 3.742& 1.373$ 2.779$ 122.8 " 857.0 "4689 " 826.5 "1212 " 79.50 " 24.39 # 12.79 # 27
28 4.256& 3.189& 1.600$ 2.689$ 120.9 " 595.0 "3594 " 684.2 " 955.6 " 70.87 " 20.93 # 11.71 # 28
29 4.049& 1.487$ 3.171$ 129.4 "2068 "2712 " 571.0 " 757.4 " 65.08 " 19.46 # 10.62 $ 29
30 3.933& 1.529$ 9.640$ 96.84 "5054 "2063 " 484.0 " 832.6 " 58.92 " 18.24 # 9.671$ 30
31 3.859& 1.611$ 97.29 " 2266 " 407.0 " 53.15 " 8.968$ 31
Mean 7.386& 2.650& 2.087& 3.721$ 32.33 $ 583.8 "2857 " 744.8 "1198 " 700.0 " 40.17 # 16.96 $
Median 7.195& 2.699& 1.744& 2.703$ 12.60 $ 296.1 "2063 " 668.7 " 945.9 " 201.8 " 31.97 # 14.98 $
Maximum 11.67 & 3.901& 8.545& 12.68 $ 129.4 $5054 "8284 "1847 "2943 "3328 " 95.85 # 30.73 $
Minimum 3.859& 1.548& 1.373& 1.354$ 5.974$ 90.16 " 391.4 " 199.6 " 351.8 " 53.15 " 18.24 # 8.968$
Total 229.0 & 74.19& 64.71& 111.6 $ 1002 $17515 "88580 "23089 "35951 "21700 " 1205 # 525.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 520.7 & " ... Relative Uncertainty +/-10%
Ann. Median 28.80 & # ... Relative Uncertainty +/-15%
Annual Total 190049 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 8284 & 1.354&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 8.472$ 4.959$ 9.866$ 8.718$ 7.749$ 42.60 " 393.1 " 355.7 " 279.9 " 469.3 " 62.26 " 34.23 " 1
2 8.091$ 4.720$ 8.157$ 8.181$ 10.44 $ 52.96 " 298.4 " 308.5 " 244.2 " 547.9 " 63.63 " 31.02 # 2
3 7.919$ 4.663$ 7.085$ 7.394$ 14.90 # 132.9 " 254.8 " 264.8 " 281.3 " 530.1 " 60.01 " 28.03 # 3
4 7.863$ 4.578$ 6.281$ 6.995$ 14.44 # 268.5 " 200.7 " 320.0 " 317.9 " 485.4 " 53.56 " 25.75 # 4
5 7.578$ 4.016$ 5.487$ 6.335$ 11.94 # 177.1 " 159.7 "1122 " 353.1 " 499.7 " 47.98 " 23.45 # 5
6 7.264$ 3.524$ 4.690$ 6.060$ 10.59 $ 135.2 " 226.1 "1117 " 388.9 " 433.6 " 44.11 " 22.55 # 6
7 7.234$ 3.350$ 4.218$ 5.780$ 10.16 $ 107.5 " 552.4 "1457 " 380.3 " 378.4 " 44.29 " 22.33 # 7
8 6.715$ 3.253$ 3.945$ 5.902$ 9.481$ 89.37 " 351.2 "1288 " 354.8 " 312.3 " 72.31 " 21.05 # 8
9 6.765$ 3.222$ 3.609$ 5.757$ 8.695$ 88.48 " 346.7 " 991.1 " 598.9 " 334.9 " 189.3 " 19.18 # 9
10 6.582$ 3.047$ 3.392$ 5.381$ 8.265$ 76.82 " 338.3 " 854.6 " 986.1 " 411.3 " 777.5 " 17.90 # 10
11 6.431$ 3.172$ 3.905$ 5.106$ 7.802$ 75.18 " 343.2 " 692.7 " 898.8 " 717.6 " 893.6 " 16.62 # 11
12 8.571$ 3.406$ 4.441$ 4.816$ 7.758$ 77.17 " 304.2 " 539.3 " 701.7 " 859.3 " 833.9 " 16.26 # 12
13 10.26 $ 3.569$ 5.020$ 4.690$ 7.631$ 69.57 " 489.2 " 426.7 " 564.6 " 905.6 " 722.4 " 16.74 # 13
14 10.37 $ 3.728$ 5.970$ 4.789$ 7.406$ 65.31 " 568.6 " 365.9 " 485.8 " 772.6 " 610.4 " 16.63 # 14
15 9.148$ 4.185$ 6.158$ 4.875$ 6.905$ 58.96 " 875.0 " 322.4 " 391.8 " 557.9 " 523.1 " 15.43 # 15
16 8.352$ 4.460$ 5.705$ 4.720$ 6.560$ 58.23 " 758.2 " 278.8 " 349.3 " 418.1 " 371.6 " 14.32 # 16
17 7.901$ 4.320$ 5.190$ 4.549$ 6.989$ 78.83 " 663.2 " 297.5 " 300.2 " 330.8 " 269.4 " 13.27 # 17
18 7.339$ 3.938$ 4.856$ 5.401$ 6.722$ 68.01 " 592.3 " 404.2 " 249.4 " 256.5 " 216.3 " 12.18 # 18
19 7.954$ 3.643$ 4.778$ 7.051$ 7.539$ 56.16 " 568.0 " 738.3 " 203.8 " 201.1 " 182.8 " 11.57 # 19
20 7.716$ 3.370$ 5.021$ 9.426$ 10.44 $ 58.00 " 740.9 " 763.7 " 174.5 " 230.2 " 146.2 " 10.96 # 20
21 8.360$ 3.546$ 5.076$ 11.53 # 48.93 # 66.29 " 796.3 " 709.1 " 165.2 " 679.0 " 122.4 " 10.18 $ 21
22 8.181$ 3.613$ 5.520$ 11.46 # 67.69 " 60.74 " 899.5 " 582.5 " 213.5 " 478.6 " 117.6 " 9.492$ 22
23 6.208$ 3.234$ 5.311$ 9.948$ 45.63 " 77.16 " 937.9 " 459.4 " 271.9 " 375.4 " 114.1 " 9.149$ 23
24 5.174$ 3.077$ 4.992$ 8.831$ 94.12 " 103.1 " 771.0 " 390.3 " 343.8 " 260.0 " 104.5 " 8.739$ 24
25 4.585$ 3.554$ 4.561$ 7.793$ 51.26 " 97.53 " 602.0 " 485.0 " 711.1 " 179.6 " 87.14 " 8.268$ 25
26 4.471$ 11.82 $ 5.108$ 7.189$ 39.14 " 101.1 " 566.2 " 503.7 "1026 " 139.5 " 68.46 " 8.252$ 26
27 4.220$ 15.14 # 8.078$ 6.588$ 32.55 # 123.1 " 521.2 " 400.7 "1018 " 116.5 " 57.54 " 8.012$ 27
28 4.393$ 12.10 # 13.78 $ 5.964$ 98.50 " 117.6 " 438.2 " 367.3 " 866.8 " 96.53 " 48.80 " 7.731$ 28
29 4.381$ 13.01 # 5.562$ 74.66 " 140.7 " 437.9 " 349.7 " 682.2 " 80.46 " 43.04 " 7.270$ 29
30 4.255$ 11.59 # 6.172$ 57.25 " 207.0 " 403.5 " 348.4 " 559.4 " 68.79 " 38.16 " 7.187$ 30
31 5.049$ 10.09 $ 47.49 " 371.4 " 353.6 " 62.64 " 7.401$ 31
Mean 7.026$ 4.757$ 6.287$ 6.766$ 27.08 $ 97.71 " 508.7 " 576.0 " 478.8 " 393.2 " 232.9 " 15.52 $
Median 7.339$ 3.628$ 5.190$ 6.116$ 10.44 $ 78.00 " 489.2 " 426.7 " 367.6 " 378.4 " 109.3 " 14.32 $
Maximum 10.37 $ 15.14 $ 13.78 $ 11.53 $ 98.50 $ 268.5 " 937.9 "1457 "1026 " 905.6 " 893.6 " 34.23 $
Minimum 4.220$ 3.047$ 3.392$ 4.549$ 6.560$ 42.60 " 159.7 " 264.8 " 165.2 " 62.64 " 38.16 " 7.187$
Total 217.8 $ 133.2 $ 194.9 $ 203.0 $ 839.6 $ 2931 "15769 "17857 "14363 "12190 " 6987 " 481.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 197.7 $ " ... Relative Uncertainty +/-10%
Ann. Median 48.93 $ # ... Relative Uncertainty +/-15%
Annual Total 72166 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1457 $ 3.047$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 6.990$ 2.672$ 3.154# 1.932# 7.134# 12.79 # 108.9 " 295.6 " 365.6 157.8 " 244.0 " 43.37 # 1
2 6.786$ 2.719$ 2.799# 1.838# 6.739# 13.04 # 85.78 " 247.9 " 335.3 209.2 " 209.5 " 44.36 " 2
3 6.358$ 2.677$ 2.328# 4.308# 6.381# 14.70 # 93.49 " 224.2 " 306.2 " 195.5 " 261.2 ! 41.66 # 3
4 6.069$ 2.597$ 2.130# 5.807# 6.127# 16.30 # 94.40 " 200.3 " 280.2 " 203.1 " 284.7 ! 36.76 # 4
5 5.671$ 2.522$ 2.200# 6.385# 6.446# 19.12 # 92.65 " 186.0 " 246.8 " 348.4 " 301.6 ! 32.91 # 5
6 5.891$ 2.332$ 2.361# 4.795# 11.83 # 22.57 # 74.01 " 187.2 " 248.7 " 362.1 250.8 ! 29.36 # 6
7 5.887$ 2.071$ 2.350# 3.401# 16.73 # 28.04 # 62.16 " 169.2 " 221.4 " 389.6 181.3 " 26.13 # 7
8 5.636$ 1.997$ 2.321# 2.987# 14.02 # 43.11 # 56.19 " 154.1 " 194.5 " 338.5 " 140.1 " 22.79 # 8
9 5.483$ 1.844$ 2.398# 3.809# 14.18 # 36.76 # 52.41 " 458.0 " 170.7 " 269.1 " 113.9 " 20.00 # 9
10 5.370$ 1.935$ 2.249# 4.676# 17.46 # 26.74 # 91.88 " 671.0 148.8 " 210.2 " 92.65 " 17.73 # 10
11 4.812$ 2.387$ 2.100# 4.905# 15.59 # 26.13 # 139.5 " 782.4 134.5 " 159.2 " 76.44 " 16.21 # 11
12 4.579$ 2.854# 1.942# 3.998# 13.46 # 24.52 # 412.9 " 911.5 119.5 " 129.7 " 64.29 " 14.92 # 12
13 4.575$ 2.594# 1.939# 3.687# 12.85 # 24.17 # 896.3 780.9 106.6 " 110.2 " 55.39 " 13.74 # 13
14 4.757$ 2.932# 2.006# 4.007# 11.98 # 34.14 # 563.8 636.6 108.3 " 93.70 " 48.43 " 12.73 # 14
15 4.376$ 3.113# 2.005# 4.020# 11.32 # 51.65 " 642.3 494.0 113.8 " 83.90 " 43.46 # 11.64 # 15
16 4.455$ 2.997# 1.932# 4.431# 10.72 # 48.12 " 820.8 340.4 " 152.7 " 260.3 " 40.01 # 10.64 # 16
17 4.170$ 2.807# 1.596# 6.711# 9.964# 40.92 # 796.1 264.1 " 271.1 " 567.9 39.37 # 9.923# 17
18 3.808$ 2.930# 1.692# 7.125# 9.592# 32.24 # 825.1 637.5 " 324.8 " 719.0 40.74 # 9.275# 18
19 3.548$ 3.379# 1.831# 6.476# 9.073# 33.07 # 723.6 841.1 311.2 " 614.7 36.90 # 8.801# 19
20 3.391$ 3.659# 1.885# 7.311# 8.856# 30.92 # 535.4 847.0 255.0 " 444.3 32.75 # 8.701# 20
21 3.164$ 3.662# 2.021# 14.95 # 9.431# 29.66 # 397.5 990.2 206.1 " 531.0 30.70 # 9.029# 21
22 3.172$ 3.736# 1.851# 27.45 # 13.65 # 31.85 # 305.0 "1173 176.3 " 775.1 29.01 # 8.823# 22
23 2.986$ 3.587# 2.593# 26.74 # 15.83 # 38.93 # 232.1 "1032 178.6 " 820.9 27.34 # 8.296# 23
24 2.950$ 3.192# 2.143# 22.25 # 14.90 # 35.59 # 213.0 " 802.1 184.4 " 702.3 25.46 # 7.457# 24
25 2.726$ 4.450# 1.986# 15.95 # 14.24 # 42.38 # 183.2 " 605.9 192.2 " 624.5 24.75 # 6.871# 25
26 2.566$ 4.420# 1.729# 12.71 # 15.15 # 56.87 " 191.2 " 494.7 170.8 " 771.5 36.38 # 6.751# 26
27 2.597$ 4.489# 1.752# 10.47 # 15.62 # 87.61 " 327.8 " 433.2 141.3 " 749.8 42.02 # 6.271# 27
28 2.614$ 4.294# 1.887# 9.464# 14.64 # 86.33 " 406.9 378.2 120.4 " 671.2 35.81 # 5.853# 28
29 2.403$ 3.762# 1.743# 8.356# 13.28 # 74.11 " 379.7 344.9 137.8 " 547.5 33.96 # 5.783# 29
30 2.369$ 1.721# 7.555# 12.65 # 125.5 " 332.8 400.1 135.4 " 419.3 36.75 # 6.507# 30
31 2.709$ 2.176# 12.67 # 308.0 " 392.8 321.6 " 7.020# 31
Mean 4.286$ 3.055$ 2.091# 8.284# 12.02 # 39.60 # 336.9 " 528.3 " 202.0 " 412.9 " 95.99 ! 16.46 #
Median 4.376$ 2.930$ 2.006# 6.096# 12.67 # 32.65 # 305.0 " 458.0 " 181.5 " 362.1 " 42.74 ! 10.64 #
Maximum 6.990$ 4.489$ 3.154# 27.45 # 17.46 # 125.5 # 896.3 "1173 " 365.6 " 820.9 " 301.6 ! 44.36 #
Minimum 2.369$ 1.844$ 1.596# 1.838# 6.127# 12.79 # 52.41 " 154.1 " 106.6 " 83.90 " 24.75 ! 5.783#
Total 132.9 $ 88.61$ 64.82# 248.5 # 372.5 # 1188 #10445 "16376 " 6059 "12801 " 2880 ! 510.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 139.8 ! ! ... Not reviewed / Quality not known
Ann. Median 25.10 ! " ... Relative Uncertainty +/-10%
Annual Total 51167 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1173 ! 1.596!
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 6.354# 1.976# 1.641# 2.049# 6.391# 111.6 " 983.0 2232 666.1 241.5 " 41.75 # 50.72 " 1
2 5.695# 2.262# 1.618# 1.999# 5.993# 148.4 " 856.9 2306 537.5 634.8 41.12 # 44.79 # 2
3 5.209# 2.268# 1.584# 2.691# 5.431# 264.4 " 609.2 1863 450.3 783.3 42.52 # 40.17 # 3
4 4.659# 1.962# 1.593# 3.649# 5.238# 205.8 " 469.6 1435 399.5 599.0 48.23 " 34.96 # 4
5 4.417# 1.842# 1.718# 3.154# 5.042# 158.3 " 377.7 1181 387.9 425.6 41.70 # 30.84 # 5
6 3.759# 1.987# 3.632# 4.589# 5.018# 130.9 " 315.7 "1035 360.9 316.2 " 39.75 # 27.08 # 6
7 3.346# 1.993# 3.811# 7.015# 4.881# 170.7 " 271.6 "1137 345.8 239.5 " 38.33 # 23.49 # 7
8 3.136# 2.084# 5.375# 7.110# 4.760# 346.4 " 227.1 "1320 490.9 182.8 " 36.61 # 20.60 # 8
9 2.882# 2.000# 4.733# 6.292# 4.954# 389.3 194.5 "1449 565.0 145.8 " 33.89 # 18.48 # 9
10 2.576# 1.916# 3.690# 6.042# 4.910# 389.3 187.4 "1736 590.5 122.4 " 32.44 # 17.29 # 10
11 2.482# 1.829# 3.191# 9.211# 4.708# 346.0 171.0 "2559 592.2 104.2 " 30.59 # 16.13 # 11
12 2.426# 2.018# 2.792# 8.931# 4.471# 391.7 177.7 "2902 499.2 91.46 " 29.30 # 14.83 # 12
13 2.872# 1.834# 2.476# 7.329# 4.462# 393.3 155.1 "2591 395.9 85.49 " 27.92 # 13.68 # 13
14 2.811# 2.114# 2.187# 5.790# 4.897# 312.9 " 137.5 "2454 329.9 " 77.97 " 28.91 # 12.84 # 14
15 2.632# 2.143# 2.132# 4.385# 5.064# 267.0 " 124.7 "2774 290.5 " 69.97 " 29.46 # 11.81 # 15
16 2.790# 1.978# 2.090# 3.192# 5.246# 208.3 " 124.2 "3534 251.2 " 64.40 " 26.69 # 11.01 # 16
17 2.859# 2.032# 2.112# 2.522# 5.056# 182.9 " 135.4 "4121 221.1 " 58.97 " 23.72 # 10.22 # 17
18 2.706# 2.303# 2.216# 3.788# 5.190# 166.8 " 238.1 "3543 203.3 " 57.33 " 21.62 # 9.650# 18
19 2.502# 2.695# 2.300# 6.070# 4.868# 142.5 " 534.9 3176 183.7 " 52.45 " 19.79 # 9.288# 19
20 2.308# 2.635# 2.146# 6.933# 4.171# 228.6 " 602.2 3189 199.8 " 48.61 " 18.83 # 9.106# 20
21 2.261# 2.265# 2.251# 7.229# 4.375# 360.1 558.4 2874 247.8 " 45.71 " 17.75 # 8.616# 21
22 2.178# 2.194# 2.173# 6.827# 5.687# 366.2 903.3 2449 294.9 " 43.41 # 17.21 # 8.128# 22
23 2.057# 2.076# 1.987# 6.154# 7.487# 357.1 1368 1913 351.8 40.92 # 16.50 # 7.929# 23
24 2.087# 2.116# 1.813# 5.595# 8.747# 295.4 "1580 1524 323.8 " 38.23 # 15.23 # 7.543# 24
25 2.561# 1.906# 1.644# 4.926# 10.78 # 249.8 "1739 2169 292.5 " 36.10 # 16.30 # 7.181# 25
26 2.508# 1.971# 1.682# 4.628# 31.04 # 228.3 "1613 2397 252.3 " 40.97 # 28.32 # 6.757# 26
27 2.214# 1.912# 1.795# 4.335# 71.85 " 226.9 "1783 2247 209.7 " 56.88 " 45.13 # 6.977# 27
28 2.277# 1.715# 1.794# 4.354# 108.1 " 281.8 "1698 1710 174.4 " 58.62 " 49.30 " 6.312# 28
29 2.415# 1.674# 5.801# 149.1 " 433.3 "1482 1291 171.4 " 59.39 " 53.32 " 5.681# 29
30 2.485# 1.604# 6.104# 114.3 " 804.0 1496 1021 186.6 " 56.28 " 50.75 " 6.323# 30
31 2.231# 1.856# 126.1 " 1540 827.4 46.64 " 6.312# 31
Mean 3.022# 2.072# 2.365# 5.290# 23.82 # 285.3 " 730.8 "2160 348.9 " 158.9 # 32.10 # 16.28 #
Median 2.576# 2.009# 2.112# 5.692# 5.190# 265.7 " 534.9 "2232 326.8 " 64.40 # 30.03 # 11.01 #
Maximum 6.354# 2.695# 5.375# 9.211# 149.1 # 804.0 "1783 "4121 666.1 " 783.3 # 53.32 # 50.72 #
Minimum 2.057# 1.715# 1.584# 1.999# 4.171# 111.6 " 124.2 " 827.4 171.4 " 36.10 # 15.23 # 5.681#
Total 93.69# 58.02# 73.31# 158.7 # 738.3 # 8558 "22655 "66957 10466 " 4925 # 963.0 # 504.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 318.2 # " ... Relative Uncertainty +/-10%
Ann. Median 28.32 # # ... Relative Uncertainty +/-15%
Annual Total 116151 #
Maximum Minimum
Daily 4121 # 1.584#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1982
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.325# 99.82 " 8.560# 16.60 # 12.30 # 73.65 " 253.9 " 358.3 158.2 " 129.4 " 18.19 # 13.32 # 1
2 6.311# 71.88 " 8.175# 15.77 # 15.42 # 63.28 " 300.9 " 316.8 " 152.2 " 97.67 " 16.72 # 8.609# 2
3 6.462# 52.01 " 7.723# 15.02 # 14.56 # 55.74 " 335.7 " 311.4 " 175.7 " 81.00 " 15.89 # 15.86 # 3
4 6.535# 41.28 # 7.819# 14.76 # 14.11 # 51.73 " 375.9 308.9 " 188.0 " 112.0 " 16.17 # 19.51 # 4
5 6.399# 33.92 # 8.418# 14.17 # 16.04 # 47.40 " 380.5 299.7 " 183.6 " 118.3 " 17.32 # 18.89 # 5
6 6.762# 29.20 # 8.231# 13.46 # 16.91 # 44.81 " 449.4 247.8 " 159.5 " 99.91 " 19.40 # 15.78 # 6
7 6.590# 25.39 # 7.971# 13.07 # 15.84 # 43.27 # 413.2 198.0 " 135.0 " 104.5 " 19.03 # 13.48 # 7
8 6.411# 22.09 # 7.048# 12.61 # 15.92 # 46.09 " 382.2 186.2 " 118.7 " 150.2 " 16.80 # 11.44 # 8
9 6.123# 19.61 # 6.404# 12.29 # 17.61 # 93.01 " 319.9 " 337.2 " 105.7 " 129.3 " 14.86 # 9.992# 9
10 6.109# 17.30 # 6.156# 11.96 # 20.48 # 96.47 " 273.0 " 466.0 89.09 " 108.8 " 13.79 # 9.058# 10
11 5.429# 15.61 # 6.129# 11.74 # 23.60 # 114.3 " 241.1 " 468.3 78.97 " 82.82 " 12.77 # 9.753# 11
12 4.753# 14.31 # 5.841# 11.25 # 30.10 # 104.8 " 255.8 " 368.4 71.08 " 68.43 " 12.27 # 9.565# 12
13 4.479# 13.48 # 5.541# 10.55 # 34.29 # 108.9 " 226.4 " 282.4 " 64.72 " 54.31 " 12.78 # 9.421# 13
14 4.280# 14.01 # 5.326# 10.22 # 27.05 # 122.0 " 174.7 " 231.9 " 61.34 " 45.86 " 14.13 # 8.942# 14
15 3.909# 14.86 # 5.276# 10.04 # 24.42 # 117.3 " 145.1 " 202.7 " 66.56 " 40.64 # 15.23 # 7.435# 15
16 3.574# 14.07 # 5.337# 9.848# 22.02 # 186.9 " 224.2 " 168.8 " 73.09 " 36.54 # 13.84 # 6.871# 16
17 3.413# 13.08 # 5.132# 9.640# 23.07 # 254.6 " 400.8 146.1 " 108.2 " 32.88 # 11.83 # 6.030# 17
18 3.393# 12.68 # 4.921# 9.379# 28.57 # 299.6 " 469.5 122.9 " 114.3 " 30.51 # 10.67 # 5.196# 18
19 3.326# 12.36 # 4.667# 9.199# 28.01 # 341.5 " 415.5 120.4 " 111.0 " 28.17 # 9.700# 5.129# 19
20 3.344# 11.82 # 4.775# 9.045# 26.29 # 271.7 " 313.1 " 117.7 " 93.52 " 26.81 # 8.975# 4.580# 20
21 6.732# 11.18 # 66.74 # 8.747# 25.17 # 222.3 " 252.0 " 107.8 " 80.39 " 25.80 # 8.252# 4.378# 21
22 43.36 # 10.52 # 57.43 # 8.596# 22.71 # 154.7 " 257.6 " 104.6 " 89.47 " 23.35 # 8.316# 5.209# 22
23 77.06 " 10.10 # 39.68 # 8.450# 21.40 # 117.6 " 286.1 " 256.9 " 142.9 " 21.37 # 8.233# 6.555# 23
24 49.45 # 9.610# 33.90 # 8.706# 20.61 # 114.2 " 288.5 " 400.1 215.6 " 22.20 # 7.409# 8.029# 24
25 757.7 " 9.472# 47.25 # 8.502# 20.44 # 212.2 " 265.6 " 478.8 310.3 " 25.08 # 7.306# 7.931# 25
26 2036 9.380# 36.42 # 8.962# 22.62 # 311.7 " 229.1 " 395.8 420.5 27.08 # 8.176# 6.663# 26
27 1208 9.021# 27.84 # 9.056# 60.97 # 346.0 " 353.7 " 302.7 " 435.5 24.25 # 25.04 # 5.445# 27
28 714.5 8.903# 22.84 # 9.135# 70.40 " 264.8 " 522.0 227.0 " 370.3 22.41 # 29.87 # 4.638# 28
29 416.4 21.99 # 8.733# 57.92 " 204.8 " 704.1 182.9 " 273.1 " 22.09 # 19.83 # 3.907# 29
30 258.1 " 19.93 # 8.470# 72.64 " 172.8 " 724.6 176.7 " 182.0 " 21.67 # 16.32 # 3.633# 30
31 152.4 " 17.99 # 87.42 " 514.8 162.4 " 19.91 # 4.077# 31
Mean 187.9 # 22.39 # 16.82 # 10.93 # 29.32 # 155.3 # 346.7 " 259.9 " 161.0 " 59.14 # 14.30 # 8.688#
Median 6.411# 14.04 # 7.971# 9.946# 22.71 # 117.5 # 313.1 " 247.8 " 126.9 " 36.54 # 13.98 # 7.931#
Maximum 2036 # 99.82 # 66.74 # 16.60 # 87.42 # 346.0 # 724.6 " 478.8 " 435.5 " 150.2 # 29.87 # 19.51 #
Minimum 3.326# 8.903# 4.667# 8.450# 12.30 # 43.27 # 145.1 " 104.6 " 61.34 " 19.91 # 7.306# 3.633#
Total 5824 # 627.0 # 521.5 # 328.0 # 908.9 # 4658 #10749 " 8055 " 4829 " 1833 # 429.1 # 269.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 106.9 # " ... Relative Uncertainty +/-10%
Ann. Median 25.04 # # ... Relative Uncertainty +/-15%
Annual Total 39033 #
Maximum Minimum
Daily 2036 # 3.326#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 3.623# 1.520# 1.486# 1.273# 1.774# 3.267# 77.88 " 375.0 471.9 " 86.78 " 20.16 # 11.85 # 1
2 3.459# 1.456# 1.281# 1.353# 1.949# 5.167# 129.1 " 411.2 499.7 77.59 " 18.67 # 12.38 # 2
3 3.172# 1.544# 1.256# 1.811# 2.609# 5.382# 153.2 " 384.4 553.9 74.03 " 17.61 # 12.74 # 3
4 2.890# 1.506# 1.303# 1.452# 2.385# 5.945# 138.5 " 335.3 " 960.8 64.07 " 16.99 # 12.83 # 4
5 2.731# 1.583# 1.238# 1.318# 2.283# 5.323# 130.2 " 312.9 " 992.0 55.55 " 16.58 # 11.92 # 5
6 2.544# 1.706# 1.188# 1.312# 2.167# 5.322# 101.4 " 252.1 "1254 64.68 " 16.30 # 11.07 # 6
7 2.315# 2.530# 1.134# 1.409# 2.029# 5.518# 76.07 " 226.4 "1965 141.0 " 21.39 # 9.999# 7
8 2.213# 2.382# 1.062# 1.401# 2.154# 5.377# 60.47 " 335.9 "1961 150.1 " 30.24 # 9.507# 8
9 1.957# 1.806# 1.033# 1.882# 1.918# 5.330# 58.58 " 313.2 "2845 180.2 " 24.21 # 8.744# 9
10 1.893# 2.563# 1.024# 2.150# 1.808# 4.450# 86.84 " 246.8 "2385 136.6 " 20.75 # 8.104# 10
11 2.185# 2.452# 1.143# 2.087# 1.788# 4.652# 69.41 " 202.8 "1553 118.6 " 19.75 # 7.485# 11
12 1.930# 2.204# 1.138# 1.828# 1.988# 7.259# 128.1 " 168.1 "1071 116.2 " 24.97 # 7.001# 12
13 1.633# 1.974# 1.198# 1.667# 3.831# 8.086# 205.1 " 173.0 " 891.5 118.0 " 28.77 # 6.799# 13
14 1.437# 1.815# 0.933$ 1.547# 5.868# 6.932# 172.9 " 192.9 " 872.7 102.5 " 31.64 # 6.634# 14
15 1.496# 2.187# 0.960$ 1.481# 6.201# 5.818# 139.7 " 281.0 " 908.6 86.28 " 27.71 # 6.040# 15
16 1.477# 3.465# 0.875$ 1.436# 4.818# 5.019# 127.1 " 302.6 " 992.7 81.53 " 23.54 # 5.480# 16
17 1.295# 2.989# 0.955# 1.436# 3.727# 5.028# 99.61 " 288.8 " 964.7 101.3 " 23.50 # 4.967# 17
18 1.210# 3.174# 1.057# 1.353# 3.043# 9.208# 78.42 " 264.8 " 859.0 101.6 " 31.10 # 4.555# 18
19 1.249# 2.911# 1.015# 1.333# 2.652# 15.04 # 64.34 " 223.4 " 680.6 87.54 " 28.29 # 4.165# 19
20 1.267# 2.609# 0.971# 1.347# 2.488# 15.26 # 54.65 " 179.3 " 528.7 79.19 " 23.82 # 3.653# 20
21 1.762# 2.477# 0.991# 1.687# 2.205# 24.05 # 52.09 " 156.0 " 410.2 70.52 " 22.00 # 3.518# 21
22 1.398# 2.242# 0.984# 1.907# 2.601# 65.40 # 57.56 " 135.0 " 326.7 " 58.11 " 22.16 # 3.425# 22
23 1.316# 1.824# 1.134# 2.078# 2.585# 70.05 " 51.85 " 146.7 " 272.9 " 47.73 " 20.13 # 3.258# 23
24 1.372# 1.712# 1.225# 2.269# 2.382# 48.85 # 51.81 " 231.5 " 220.4 " 41.65 # 18.37 # 3.169# 24
25 1.456# 2.200# 1.054# 2.464# 2.347# 37.52 # 69.50 " 308.1 " 178.3 " 37.51 # 17.37 # 3.170# 25
26 1.327# 1.929# 0.924$ 2.428# 2.441# 34.52 # 202.3 " 349.8 151.0 " 33.21 # 15.70 # 2.887# 26
27 1.310# 1.936# 0.941$ 2.245# 2.875# 34.05 # 190.9 " 498.6 197.2 " 30.91 # 14.15 # 2.881# 27
28 1.265# 1.858# 0.830$ 2.096# 3.013# 41.28 # 215.7 " 508.6 205.9 " 29.70 # 13.14 # 3.082# 28
29 1.245# 0.909$ 1.922# 3.061# 71.00 " 407.3 " 487.6 135.9 " 27.15 # 12.35 # 3.014# 29
30 1.212# 0.986# 1.905# 3.433# 87.49 " 551.6 422.7 105.3 " 24.50 # 11.75 # 2.963# 30
31 1.774# 1.066# 2.744# 508.9 401.2 " 22.02 # 4.884# 31
Mean 1.852# 2.163# 1.074$ 1.729# 2.812# 21.59 # 145.5 " 294.0 " 847.2 " 78.92 # 21.10 # 6.522#
Median 1.496# 2.080# 1.054$ 1.677# 2.488# 7.096# 101.4 " 288.8 " 769.8 " 77.59 # 20.45 # 5.480#
Maximum 3.623# 3.465# 1.486$ 2.464# 6.201# 87.49 # 551.6 " 508.6 "2845 " 180.2 # 31.64 # 12.83 #
Minimum 1.210# 1.456# 0.830$ 1.273# 1.774# 3.267# 51.81 " 135.0 " 105.3 " 22.02 # 11.75 # 2.881#
Total 57.41# 60.55# 33.30$ 51.88# 87.17# 647.6 # 4511 " 9115 "25415 " 2446 # 633.1 # 202.2 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 118.5 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.634$ # ... Relative Uncertainty +/-15%
Annual Total 43261 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2845 $ 0.830$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 5.838# 0.664$ 0.964# 1.342# 2.066# 79.66 " 80.10 " 283.6 " 970.6 151.4 " 39.62 ! 55.42 " 1
2 5.754# 0.599$ 0.953# 1.367# 2.441# 73.96 " 65.16 " 337.9 " 960.7 210.0 " 40.51 ! 48.67 " 2
3 5.452# 0.628$ 0.902$ 1.381# 2.569# 58.36 " 56.67 " 975.4 1139 250.9 " 41.41 ! 43.53 # 3
4 4.509# 0.678$ 0.973$ 1.266# 2.671# 46.41 " 51.94 "1628 1280 227.7 ! 42.32 ! 38.91 # 4
5 3.819# 0.708$ 0.998# 1.299# 2.146# 46.79 " 51.10 "1911 1644 210.4 ! 43.37 ! 34.16 # 5
6 3.221# 0.678$ 0.991# 1.166# 1.964# 84.26 " 163.2 "2077 1651 196.7 ! 74.26 " 30.43 # 6
7 2.841# 0.594$ 1.040# 1.123# 2.157# 69.66 " 433.1 2243 1615 183.6 ! 117.1 " 27.37 # 7
8 3.155# 0.534$ 1.008# 1.084# 2.254# 78.63 " 497.3 2403 1738 171.0 ! 113.0 " 24.82 # 8
9 5.093# 0.603$ 1.032# 1.098# 4.161# 161.7 " 476.4 2391 2160 159.0 ! 133.8 " 26.51 # 9
10 5.023# 0.850$ 1.002# 1.192# 7.339# 162.7 " 408.8 2307 2784 147.5 ! 139.5 " 31.25 # 10
11 4.327# 0.862$ 1.111# 1.096# 8.076# 120.2 " 385.2 1892 2730 136.4 ! 118.2 " 29.57 # 11
12 3.244# 0.728$ 1.249# 0.972# 6.964# 97.14 " 380.7 1536 2613 125.7 ! 106.1 " 27.82 # 12
13 2.852# 0.750$ 1.177# 0.967# 5.743# 89.16 " 310.9 "1209 1904 115.7 ! 79.28 " 26.89 # 13
14 2.559# 0.753$ 1.064# 1.041# 4.852# 68.78 " 229.1 " 943.4 1566 105.7 ! 60.90 " 26.32 # 14
15 2.321# 0.755$ 1.055# 1.066# 4.057# 55.20 " 180.1 " 807.3 1350 95.99 ! 50.31 " 25.32 # 15
16 2.073# 0.531$ 2.894# 0.922$ 3.576# 71.90 " 612.3 " 753.0 1305 86.86 ! 73.74 " 23.77 # 16
17 1.868# 0.464$ 1.935# 1.110# 4.426# 74.45 "1002 734.7 1423 78.26 !1494 21.96 # 17
18 1.675# 1.677$ 1.542# 1.091# 5.884# 76.51 "1036 785.3 1336 69.86 !1849 20.49 # 18
19 1.573# 1.352# 1.635# 1.091# 7.189# 61.68 " 918.4 883.6 1230 61.65 !1186 19.20 # 19
20 1.443# 1.036# 1.772# 1.055# 10.03 # 51.15 " 745.4 1051 979.4 54.14 ! 720.4 17.96 # 20
21 1.324# 0.924# 1.557# 1.312# 11.75 # 55.23 " 590.7 1217 808.8 47.50 ! 447.2 16.37 # 21
22 1.384# 1.156# 1.426# 2.008# 9.613# 103.7 " 448.7 1608 650.1 41.77 ! 293.0 " 14.73 # 22
23 1.382# 1.232# 1.404# 1.721# 7.673# 103.1 " 339.1 "1482 502.6 36.38 ! 214.1 " 13.47 # 23
24 1.306# 1.116# 1.443# 1.687# 7.385# 129.3 " 266.2 "1320 403.3 32.06 ! 201.1 " 12.42 # 24
25 1.166# 1.153# 1.327# 1.507# 11.00 # 209.5 " 208.5 "1096 335.9 " 32.51 ! 175.4 " 11.39 # 25
26 1.106# 1.433# 1.451# 1.618# 12.84 # 233.0 " 230.7 " 886.1 282.8 " 33.48 ! 139.8 " 10.69 # 26
27 1.049# 1.399# 1.452# 1.765# 15.08 # 210.2 " 305.4 " 711.1 243.5 " 34.49 ! 119.1 " 10.14 # 27
28 1.055# 1.179# 1.379# 1.419# 25.09 # 180.2 " 445.9 548.1 207.8 " 35.52 ! 99.20 " 11.57 # 28
29 0.965# 1.049# 1.440# 1.552# 36.08 # 140.2 " 503.8 524.9 179.1 " 36.57 ! 79.09 " 11.82 # 29
30 0.833$ 1.489# 2.261# 47.51 # 104.5 " 422.4 939.3 160.6 " 37.63 ! 64.92 " 11.32 # 30
31 0.749$ 1.438# 80.16 " 345.6 "1007 38.67 ! 10.44 # 31
Mean 2.612$ 0.899$ 1.326$ 1.319$ 11.44 # 103.2 " 393.3 "1242 "1205 " 104.7 ! 278.5 ! 23.70 #
Median 2.073$ 0.755$ 1.327$ 1.229$ 6.964# 81.96 " 380.7 "1051 "1255 " 86.86 ! 115.0 ! 23.77 #
Maximum 5.838$ 1.677$ 2.894$ 2.261$ 80.16 # 233.0 "1036 "2403 "2784 " 250.9 !1849 ! 55.42 #
Minimum 0.749$ 0.464$ 0.902$ 0.922$ 1.964# 46.41 " 51.10 " 283.6 " 160.6 " 32.06 ! 39.62 ! 10.14 #
Total 80.96$ 26.08$ 41.10$ 39.58$ 354.7 # 3097 "12191 "38491 "36155 " 3245 ! 8356 ! 734.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 280.9 ! ! ... Not reviewed / Quality not known
Ann. Median 36.47 ! " ... Relative Uncertainty +/-10%
Annual Total 102812 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2784 ! 0.464!
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 9.500# 8.502# 1.454# 1.521# 10.18 # 31.48 # 42.47 # 175.5 "1032 234.6 " 47.16 " 22.02 # 1
2 8.807# 7.372# 1.337# 1.612# 8.734# 29.35 # 52.61 " 146.2 " 849.3 183.8 " 43.49 " 20.94 # 2
3 8.165# 6.350# 1.290# 1.647# 11.43 # 29.03 # 64.18 " 121.6 " 628.4 149.5 " 45.34 " 19.90 # 3
4 7.720# 5.675# 1.267# 1.548# 11.21 # 29.11 # 185.0 " 112.3 " 462.1 129.2 " 57.76 " 17.69 # 4
5 7.197# 4.929# 1.238# 1.410# 10.45 # 26.94 # 164.5 " 122.2 " 351.8 112.5 " 53.18 " 16.56 # 5
6 6.801# 4.340# 1.260# 1.311# 9.413# 24.13 # 135.0 " 199.4 " 289.9 " 100.3 " 45.82 " 15.04 # 6
7 6.575# 3.974# 1.343# 1.333# 8.625# 22.01 # 106.5 " 176.2 " 239.0 " 89.03 " 40.52 # 14.22 # 7
8 6.058# 3.519# 1.423# 1.425# 7.856# 20.94 # 93.60 " 227.7 " 196.1 " 80.47 " 44.14 # 12.66 # 8
9 5.619# 3.394# 1.423# 10.29 # 7.694# 21.16 # 69.45 " 284.7 " 178.5 " 106.3 " 51.85 " 11.62 # 9
10 5.177# 3.246# 1.395# 14.00 # 7.600# 22.82 # 51.79 " 314.5 " 158.4 " 145.6 " 50.41 " 10.63 # 10
11 4.926# 3.172# 1.600# 12.80 # 7.136# 23.98 # 43.47 # 318.5 " 144.4 " 115.7 " 45.53 " 9.864# 11
12 4.661# 3.191# 1.886# 10.07 # 7.514# 29.52 # 39.50 # 370.8 137.8 " 105.4 " 42.59 # 9.458# 12
13 4.321# 3.117# 1.941# 7.499# 7.841# 28.77 # 39.64 # 398.2 121.4 " 157.2 " 41.67 # 9.084# 13
14 4.012# 3.184# 2.185# 6.013# 7.878# 30.55 # 43.45 # 403.7 110.2 " 230.2 " 36.54 # 8.836# 14
15 4.029# 3.225# 2.028# 100.2 # 7.467# 35.83 # 54.79 " 436.7 102.0 " 209.3 " 32.53 # 8.213# 15
16 3.921# 2.684# 1.890# 128.0 " 7.074# 35.01 # 57.43 " 319.8 " 94.11 " 163.7 " 29.85 # 7.851# 16
17 5.831# 2.457# 1.834# 78.74 " 6.799# 46.89 # 80.96 " 248.2 " 106.4 " 146.3 " 27.54 # 7.655# 17
18 7.171# 2.379# 1.693# 52.00 # 6.418# 42.53 # 74.13 " 223.0 " 354.0 " 168.8 " 25.15 # 8.407# 18
19 7.643# 2.290# 1.658# 36.19 # 6.239# 38.91 # 77.39 " 435.8 " 414.8 136.3 " 22.47 # 8.466# 19
20 8.306# 2.257# 1.597# 27.46 # 7.370# 36.47 # 143.0 " 755.2 436.6 102.1 " 20.56 # 8.462# 20
21 7.743# 2.083# 1.543# 21.11 # 7.866# 39.68 # 130.7 " 828.0 416.4 129.1 " 19.79 # 8.412# 21
22 7.275# 1.991# 1.487# 17.00 # 8.253# 42.05 # 105.8 " 948.5 667.2 175.4 " 20.32 # 8.122# 22
23 6.219# 1.792# 1.620# 14.55 # 7.937# 45.27 # 114.5 " 771.3 1173 132.8 " 21.41 # 7.603# 23
24 5.510# 1.771# 1.565# 12.29 # 7.001# 39.56 # 99.18 " 781.1 1345 98.16 " 23.12 # 6.874# 24
25 4.970# 1.682# 1.535# 11.18 # 7.069# 38.99 # 91.16 " 822.7 1278 77.75 " 23.00 # 6.360# 25
26 4.370# 1.640# 1.538# 10.23 # 16.65 # 41.73 # 126.8 " 870.8 923.6 62.22 " 19.03 # 5.981# 26
27 4.141# 1.436# 1.469# 9.906# 25.22 # 41.92 # 206.7 "1462 746.3 52.57 " 16.95 # 5.512# 27
28 9.258# 1.445# 1.574# 9.373# 30.69 # 44.39 # 254.5 "1411 555.9 55.68 " 15.70 # 5.345# 28
29 13.88 # 1.457# 8.919# 29.31 # 43.79 # 200.6 "1315 406.4 66.76 " 18.33 # 7.706# 29
30 11.51 # 1.414# 10.55 # 27.42 # 38.44 # 203.9 "1145 302.5 " 66.42 " 22.69 # 8.464# 30
31 9.842# 1.447# 24.23 # 195.9 "1128 56.85 " 8.084# 31
Mean 6.811# 3.325# 1.561# 20.67 # 11.50 # 34.04 # 108.0 # 557.2 " 474.1 " 123.9 " 33.48 # 10.52 #
Median 6.575# 3.145# 1.535# 10.26 # 7.878# 35.42 # 93.60 # 398.2 " 380.2 " 115.7 " 31.19 # 8.464#
Maximum 13.88 # 8.502# 2.185# 128.0 # 30.69 # 46.89 # 254.5 #1462 "1345 " 234.6 " 57.76 # 22.02 #
Minimum 3.921# 1.436# 1.238# 1.311# 6.239# 20.94 # 39.50 # 112.3 " 94.11 " 52.57 " 15.70 # 5.345#
Total 211.2 # 93.10# 48.39# 620.2 # 356.6 # 1021 # 3348 #17273 "14222 " 3840 " 1004 # 326.0 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 116.1 # " ... Relative Uncertainty +/-10%
Ann. Median 22.47 # # ... Relative Uncertainty +/-15%
Annual Total 42364 #
Maximum Minimum
Daily 1462 # 1.238#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 7.168# 0.975# 3.685# 1.685# 1.578# 4.809# 64.36 " 138.3 " 320.3 " 150.8 " 32.29 # 9.563# 1
2 6.501# 0.960# 3.180# 1.572# 1.535# 4.687# 67.18 " 153.2 " 252.2 " 124.2 " 29.77 # 9.381# 2
3 5.707# 0.956# 2.625# 1.566# 1.489# 4.468# 81.35 " 134.4 " 232.6 " 104.7 " 27.99 # 8.666# 3
4 5.168# 1.018# 2.175# 1.480# 1.426# 4.236# 94.69 " 158.0 " 234.4 " 88.15 " 26.84 # 7.828# 4
5 4.728# 0.994# 1.830# 1.462# 4.171# 4.274# 95.64 " 171.6 " 200.3 " 77.50 " 25.48 # 7.005# 5
6 4.455# 1.038# 1.657# 1.423# 7.521# 5.972# 98.51 " 144.8 " 180.9 " 73.01 " 23.74 # 6.692# 6
7 3.993# 1.129# 1.509# 1.383# 8.716# 7.364# 99.79 " 111.4 " 159.0 " 65.09 " 22.16 # 6.028# 7
8 3.542# 1.393# 1.428# 1.378# 9.096# 7.657# 79.63 " 99.44 " 134.8 " 57.94 " 21.01 # 5.677# 8
9 3.428# 1.415# 1.591# 1.350# 7.107# 8.186# 72.02 " 174.3 " 122.9 " 54.97 " 20.50 # 5.497# 9
10 3.303# 1.469# 2.167# 1.378# 5.956# 8.119# 58.00 " 198.9 " 129.8 " 52.50 " 20.17 # 5.196# 10
11 3.001# 1.471# 2.104# 1.316# 5.451# 8.023# 50.39 " 178.4 " 221.4 " 51.56 " 19.66 # 5.041# 11
12 2.781# 1.296# 2.090# 1.269# 5.094# 8.091# 47.21 " 312.4 " 281.0 " 51.49 " 18.59 # 4.512# 12
13 2.642# 1.254# 2.111# 1.424# 4.678# 7.864# 40.69 # 242.0 " 268.1 " 93.08 " 17.45 # 4.116# 13
14 2.490# 1.647# 2.142# 2.965# 4.796# 7.656# 52.32 # 191.0 " 376.7 107.8 " 16.76 # 3.922# 14
15 2.368# 1.549# 2.016# 2.665# 6.420# 7.485# 114.4 " 264.2 " 474.4 99.53 " 15.85 # 3.505# 15
16 2.237# 1.547# 1.841# 2.671# 5.844# 8.509# 78.63 " 227.2 " 507.7 121.8 " 15.21 # 3.469# 16
17 2.013# 1.497# 1.682# 2.583# 5.449# 8.929# 74.82 " 212.5 " 445.0 163.4 " 15.02 # 3.436# 17
18 1.975# 1.326# 1.836# 2.282# 4.815# 8.789# 105.8 " 268.8 " 452.9 195.0 " 14.19 # 3.312# 18
19 1.949# 1.319# 2.339# 2.114# 4.423# 8.200# 91.34 " 244.7 " 592.6 199.7 " 13.19 # 3.064# 19
20 1.780# 1.345# 2.584# 1.917# 4.834# 8.022# 85.69 " 206.0 " 493.6 187.6 " 12.68 # 2.874# 20
21 1.660# 2.331# 2.694# 1.872# 4.914# 8.078# 74.17 " 189.7 " 414.5 188.3 " 12.29 # 2.682# 21
22 1.576# 3.279# 2.590# 1.924# 5.022# 11.80 # 78.03 " 207.8 " 373.5 161.8 " 11.51 # 2.454# 22
23 1.470# 3.164# 2.315# 2.161# 5.736# 12.88 # 130.8 " 244.5 " 361.4 120.6 " 10.88 # 2.433# 23
24 1.363# 3.423# 2.061# 2.117# 5.790# 16.73 # 157.1 " 271.7 " 303.9 " 96.39 " 9.902# 2.307# 24
25 1.206# 2.775# 1.866# 2.104# 5.938# 18.66 # 233.8 " 351.6 275.5 " 76.24 " 9.303# 2.095# 25
26 1.089# 3.111# 1.716# 2.160# 6.081# 23.35 # 229.1 " 283.9 " 316.1 " 60.98 " 8.781# 1.916# 26
27 1.084# 4.627# 1.544# 2.204# 6.015# 22.85 # 211.3 " 243.4 " 285.4 " 51.16 " 8.282# 1.867# 27
28 1.061# 3.695# 1.651# 2.110# 6.502# 19.35 # 234.5 " 316.7 " 226.6 " 48.52 " 7.964# 1.748# 28
29 0.991# 1.906# 1.901# 6.034# 29.25 # 181.5 " 322.6 " 188.4 " 43.53 # 7.482# 1.641# 29
30 0.960# 1.601# 1.772# 5.487# 41.08 # 149.3 " 298.8 " 166.4 " 38.73 # 9.220# 1.975# 30
31 0.983# 1.935# 5.219# 141.7 " 374.5 35.24 # 1.779# 31
Mean 2.731# 1.857# 2.080# 1.874# 5.262# 11.51 # 108.8 # 223.8 " 299.7 " 98.11 # 16.81 # 4.248#
Median 2.237# 1.442# 2.016# 1.887# 5.451# 8.105# 91.34 # 212.5 " 278.2 " 88.15 # 15.53 # 3.469#
Maximum 7.168# 4.627# 3.685# 2.965# 9.096# 41.08 # 234.5 # 374.5 " 592.6 " 199.7 # 32.29 # 9.563#
Minimum 0.960# 0.956# 1.428# 1.269# 1.426# 4.236# 40.69 # 99.44 " 122.9 " 35.24 # 7.482# 1.641#
Total 84.67 # 52.01 # 64.47 # 56.21 # 163.1 # 345.4 #3374 #6936 "8992 "3041 # 504.2 # 131.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 65.06 # " ... Relative Uncertainty +/-10%
Ann. Median 7.482# # ... Relative Uncertainty +/-15%
Annual Total 23746 #
Maximum Minimum
Daily 592.6 # 0.956#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1987
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.757# 0.691$ 0.577$ 1.382# 53.28 " 20.54 # 45.77 " 730.2 202.3 " 79.53 " 155.3 # 38.40 # 1
2 1.743# 0.675$ 0.589$ 1.600# 43.21 # 18.83 # 42.24 # 635.0 194.1 " 66.92 " 335.1 " 30.08 # 2
3 1.684# 0.687$ 0.737$ 1.500# 32.20 # 17.54 # 44.62 # 561.1 177.1 " 59.72 " 215.7 " 25.18 # 3
4 1.623# 0.724$ 0.718$ 1.909# 27.15 # 16.91 # 57.15 " 498.2 162.6 " 48.91 " 148.0 " 22.30 # 4
5 1.621# 0.742$ 0.748$ 2.039# 23.24 # 16.76 # 46.61 # 378.9 131.5 " 42.19 # 108.6 " 21.21 # 5
6 1.613# 0.760$ 0.714$ 2.006# 19.25 # 16.78 # 40.13 # 273.1 " 111.7 " 36.76 # 81.09 " 21.10 # 6
7 1.488# 0.741$ 0.637$ 1.908# 16.82 # 16.88 # 39.20 # 207.3 " 98.87 " 33.37 # 64.78 " 20.74 # 7
8 1.423# 0.668$ 0.643$ 6.631# 15.25 # 16.32 # 70.04 # 156.6 " 88.16 " 31.03 # 55.59 " 19.90 # 8
9 1.388# 0.648$ 0.681$ 6.878# 15.62 # 17.07 # 87.31 " 120.9 " 77.90 " 30.15 # 46.23 # 18.43 # 9
10 1.526# 0.626$ 0.684$ 6.094# 36.76 # 21.20 # 72.17 " 101.4 " 70.22 " 28.90 # 38.97 # 16.87 # 10
11 1.461# 0.675$ 0.681$ 5.352# 67.18 " 24.34 # 73.49 " 87.50 " 63.06 " 26.43 # 33.25 # 15.08 # 11
12 1.400# 0.859$ 0.692$ 4.534# 67.43 " 26.17 # 74.46 " 79.49 " 55.60 " 23.82 # 28.84 # 13.36 # 12
13 1.266# 0.917# 0.845$ 3.691# 115.3 " 35.52 # 70.23 " 80.73 " 49.91 " 22.84 # 25.59 # 12.05 # 13
14 1.247# 0.935# 1.431# 3.416# 199.1 " 38.98 # 71.11 " 79.25 " 45.79 " 24.58 # 23.52 # 11.04 # 14
15 1.263# 0.875$ 1.987# 3.144# 206.3 " 46.37 # 69.80 " 89.08 " 42.25 # 66.90 # 24.60 # 10.08 # 15
16 1.271# 0.837$ 1.440# 2.894# 227.1 " 45.02 # 77.04 " 122.8 " 39.49 # 88.45 " 22.34 # 9.686# 16
17 1.201# 0.785$ 3.490# 2.718# 168.1 " 38.54 # 95.08 " 103.0 " 36.83 # 67.65 " 22.75 # 8.940# 17
18 1.150# 0.688$ 3.130# 2.599# 117.2 " 32.92 # 96.09 " 98.09 " 35.89 # 60.89 " 36.70 # 8.086# 18
19 1.103# 0.740$ 2.286# 2.478# 78.29 " 31.60 # 103.6 " 87.35 " 34.34 # 49.83 " 45.28 # 8.129# 19
20 1.084# 0.704$ 2.271# 2.290# 57.16 " 36.50 # 87.14 " 75.59 " 33.03 # 44.18 # 37.11 # 7.885# 20
21 0.988# 0.677$ 1.890# 2.221# 45.46 # 49.60 # 79.54 " 76.13 " 30.86 # 38.93 # 32.51 # 7.295# 21
22 0.997# 0.652$ 1.677# 2.304# 38.97 # 61.28 " 72.56 " 89.11 " 28.91 # 33.54 # 28.59 # 6.672# 22
23 1.121# 0.715$ 1.363# 2.364# 34.13 # 51.15 " 89.49 " 88.18 " 30.92 # 30.07 # 28.64 # 6.245# 23
24 1.178# 0.668$ 1.218# 2.469# 32.06 # 42.94 # 227.4 " 82.52 " 38.72 # 27.67 # 27.37 # 6.079# 24
25 1.127# 0.647$ 1.100# 3.367# 30.44 # 42.42 # 148.7 " 149.8 " 39.81 # 25.55 # 24.64 # 6.284# 25
26 1.061# 0.600$ 1.511# 7.308# 28.90 # 45.32 " 132.5 " 323.2 " 40.75 # 23.61 # 21.32 # 6.191# 26
27 0.855$ 0.620$ 1.844# 22.32 # 26.53 # 49.00 " 145.0 " 361.6 77.36 " 21.50 # 18.57 # 5.655# 27
28 0.826$ 0.613$ 1.435# 125.9 " 25.23 # 57.14 " 110.4 " 367.0 93.49 " 19.71 # 17.49 # 5.177# 28
29 0.857$ 1.168# 83.75 " 24.54 # 54.89 " 240.0 " 357.3 97.84 " 18.77 # 19.53 # 4.681# 29
30 0.869$ 1.092# 55.49 " 23.04 # 53.51 " 598.3 300.1 " 101.6 " 17.98 # 39.10 # 4.433# 30
31 0.784$ 1.181# 21.46 # 665.4 224.7 " 18.72 # 3.940# 31
Mean 1.257$ 0.720$ 1.305$ 12.42 # 61.83 # 34.73 # 124.9 # 225.3 " 77.69 # 39.00 # 60.24 # 12.94 #
Median 1.247$ 0.689$ 1.168$ 2.806# 34.13 # 36.01 # 77.04 # 122.8 " 59.33 # 31.03 # 32.88 # 9.686#
Maximum 1.757$ 0.935$ 3.490$ 125.9 # 227.1 # 61.28 # 665.4 # 730.2 " 202.3 # 88.45 # 335.1 # 38.40 #
Minimum 0.784$ 0.600$ 0.577$ 1.382# 15.25 # 16.32 # 39.20 # 75.59 " 28.91 # 17.98 # 17.49 # 3.940#
Total 38.98 $ 20.17 $ 40.46 $ 372.5 #1917 #1042 #3873 #6985 "2331 #1209 #1807 # 401.2 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 54.90 $ " ... Relative Uncertainty +/-10%
Ann. Median 25.18 $ # ... Relative Uncertainty +/-15%
Annual Total 20037 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 730.2 $ 0.577$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 1988
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.723# 1.436# 0.604$ 1.583# 2.260# 361.7 "2549 1274 3702 2600 103.1 " 25.45 # 1
2 3.640# 1.293# 0.657$ 1.365# 5.891# 576.9 1758 1055 2999 2020 100.1 " 27.56 # 2
3 3.377# 1.200# 0.624$ 1.252# 16.53 #1134 1331 899.8 2168 1561 111.5 " 27.17 # 3
4 3.010# 1.158# 0.549$ 1.172# 35.53 #1114 1058 786.0 1552 1328 111.3 " 24.27 # 4
5 2.787# 1.007# 0.556$ 1.108# 36.71 #1371 864.1 685.4 1193 1529 94.99 " 22.13 # 5
6 2.593# 1.008# 0.582$ 1.024# 26.72 #1434 729.9 583.4 1020 1829 84.95 " 19.88 # 6
7 2.467# 0.952# 0.626$ 1.008# 18.44 #1125 690.2 513.2 892.8 1985 171.3 " 18.42 # 7
8 2.225# 0.897$ 0.566$ 0.986# 28.12 # 906.8 800.5 452.1 804.7 1716 244.5 " 17.53 # 8
9 2.232# 0.876$ 0.555$ 0.982# 120.0 " 741.9 916.6 397.3 766.1 1370 183.8 " 17.02 # 9
10 2.255# 0.888$ 0.609$ 1.031# 126.4 " 752.1 1006 383.6 705.8 1056 161.1 " 17.25 # 10
11 2.278# 0.833$ 0.678$ 1.062# 92.32 " 764.4 952.6 378.6 704.5 799.8 131.2 " 16.47 # 11
12 2.327# 0.816$ 0.699$ 1.124# 79.57 " 827.9 824.9 488.4 699.2 620.3 112.0 " 15.59 # 12
13 3.234# 0.797$ 0.678$ 1.132# 87.44 "1184 1002 798.0 611.7 490.9 104.8 " 14.75 # 13
14 4.312# 0.769$ 0.715$ 1.315# 137.7 "1117 1219 979.9 516.3 403.4 87.44 " 14.06 # 14
15 3.763# 0.752$ 0.778$ 1.281# 354.9 "1391 1353 1298 541.4 329.0 " 73.59 " 13.82 # 15
16 3.630# 0.732$ 0.741$ 1.152# 623.6 1617 1756 1980 587.3 277.5 " 62.11 " 13.24 # 16
17 3.418# 0.678$ 0.737$ 0.992# 949.2 1505 1826 2640 558.2 236.5 " 53.18 " 12.72 # 17
18 3.137# 0.606$ 0.718$ 0.906# 917.0 1407 2867 2888 483.9 200.4 " 46.27 " 12.25 # 18
19 2.920# 0.624$ 0.775$ 0.832$ 777.1 1322 3276 2557 401.3 176.3 " 42.20 # 11.53 # 19
20 2.588# 0.734$ 0.815$ 0.841$ 570.3 1192 3910 1969 342.3 220.4 " 39.46 # 11.07 # 20
21 2.347# 0.584$ 0.848$ 1.068# 461.2 1016 3347 1655 303.9 " 468.8 36.99 # 10.59 # 21
22 2.386# 0.591$ 0.800$ 1.140# 493.9 812.0 2685 1396 504.8 " 561.7 34.32 # 10.08 # 22
23 2.353# 0.647$ 0.974$ 1.108# 538.8 635.7 2243 1112 878.1 609.0 33.09 # 9.582# 23
24 2.105# 0.680$ 1.186# 1.444# 568.1 646.0 2939 1010 1144 549.6 33.94 # 9.394# 24
25 1.870# 0.729$ 1.534# 1.535# 562.1 5047 "3799 1087 1255 426.7 33.93 # 9.012# 25
26 1.845# 0.684$ 2.088# 1.390# 507.4 7554 "4676 1330 1112 338.7 " 31.37 # 8.641# 26
27 1.808# 0.713$ 1.871# 1.360# 428.4 9243 "4378 1311 1481 282.8 " 28.93 # 8.372# 27
28 1.683# 0.700$ 1.814# 1.565# 345.5 8146 "3667 1244 2479 222.3 " 28.15 # 7.916# 28
29 1.674# 0.692$ 2.042# 1.798# 291.5 "5903 "2668 1421 3482 170.5 " 27.22 # 7.853# 29
30 1.580# 2.035# 1.762# 254.3 "3940 2044 2282 3305 138.8 " 25.75 # 8.359# 30
31 1.480# 1.904# 226.2 " 1608 3212 117.6 " 8.617# 31
Mean 2.615# 0.830$ 0.979$ 1.211$ 312.4 #2160 "2088 1292 1240 " 794.7 " 81.08 # 14.54 #
Median 2.386# 0.752$ 0.737$ 1.136$ 254.3 #1159 "1758 1112 841.4 " 490.9 " 67.85 # 13.24 #
Maximum 4.312# 1.436$ 2.088$ 1.798$ 949.2 #9243 "4676 3212 3702 "2600 " 244.5 # 27.56 #
Minimum 1.480# 0.584$ 0.549$ 0.832$ 2.260# 361.7 " 690.2 378.6 303.9 " 117.6 " 25.75 # 7.853#
Total 81.05# 24.08$ 30.36$ 36.32$ 9683 #64789 "64743 40067 37192 "24634 " 2432 # 450.6 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 667.1 $ " ... Relative Uncertainty +/-10%
Ann. Median 101.6 $ # ... Relative Uncertainty +/-15%
Annual Total 244163 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 9243 $ 0.549$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 8.887# 25.61 # 9.188# 12.08 # 14.68 # 77.64 " 214.7 " 898.2 779.0 382.3 174.6 " 24.19 # 1
2 8.691# 20.62 # 8.747# 11.86 # 14.19 # 74.61 " 240.4 " 957.1 742.8 350.6 143.7 " 22.30 # 2
3 8.321# 16.64 # 8.491# 12.33 # 13.57 # 70.11 " 333.6 "1350 655.1 341.0 121.8 " 20.85 # 3
4 7.533# 13.89 # 8.227# 12.31 # 14.57 # 53.61 " 278.8 "1479 611.7 530.7 105.1 " 19.30 # 4
5 6.789# 12.23 # 8.265# 13.35 # 16.73 # 42.97 # 230.5 "1276 521.3 909.3 91.29 " 17.91 # 5
6 9.272# 10.50 # 8.393# 11.82 # 17.30 # 39.47 # 172.0 "1400 405.0 1091 79.12 " 16.77 # 6
7 14.98 # 9.190# 9.609# 10.46 # 14.68 # 40.34 # 242.4 "1175 331.0 "1185 68.74 " 15.86 # 7
8 16.98 # 8.256# 10.21 # 9.715# 12.99 # 46.93 # 462.5 957.7 291.4 "1027 60.12 " 14.92 # 8
9 15.30 # 7.559# 9.499# 9.884# 11.66 # 40.48 # 449.2 799.3 253.1 " 844.9 52.81 " 13.94 # 9
10 13.57 # 7.158# 10.54 # 11.14 # 11.86 # 36.57 # 341.2 " 623.8 212.9 " 688.6 48.43 " 13.29 # 10
11 12.04 # 6.770# 11.12 # 14.91 # 15.36 # 35.84 # 254.0 " 482.4 173.9 " 561.9 94.49 " 12.87 # 11
12 10.68 # 6.254# 10.29 # 15.70 # 14.97 # 39.85 # 215.8 " 387.3 147.7 " 433.6 131.4 " 12.40 # 12
13 9.374# 5.887# 9.360# 15.09 # 13.10 # 59.29 " 218.7 " 385.9 129.6 " 389.0 186.2 " 11.62 # 13
14 10.09 # 5.388# 8.792# 14.07 # 11.89 # 81.70 " 524.8 " 408.6 114.4 " 369.1 190.5 " 11.02 # 14
15 11.93 # 6.320# 8.133# 13.09 # 11.70 # 103.8 " 725.4 383.3 115.6 " 363.5 250.6 " 10.41 # 15
16 12.68 # 10.98 # 7.199# 12.01 # 17.22 # 130.5 " 689.2 343.6 " 129.6 " 329.6 " 344.5 " 10.14 # 16
17 11.76 # 11.35 # 6.743# 11.17 # 40.39 # 251.4 " 543.8 282.8 " 130.8 " 276.6 " 313.1 " 9.670# 17
18 10.08 # 9.926# 6.172# 10.27 # 38.67 # 217.5 " 447.3 525.6 " 143.5 " 281.9 " 245.5 " 9.178# 18
19 8.573# 8.258# 5.521# 9.724# 33.02 # 175.0 " 391.2 798.0 165.1 " 391.0 175.2 " 8.794# 19
20 7.541# 7.426# 4.977# 9.922# 38.56 # 153.4 " 422.8 830.2 182.4 " 436.4 128.5 " 8.382# 20
21 7.032# 6.971# 4.497# 9.174# 55.14 " 143.5 " 727.2 924.1 387.0 " 953.9 101.3 " 7.917# 21
22 6.539# 6.358# 4.137# 8.334# 62.86 " 126.5 "1084 829.3 403.3 799.3 83.21 " 7.535# 22
23 6.002# 5.747# 4.243# 8.027# 57.39 " 107.1 " 870.9 693.5 365.6 657.7 67.37 " 7.523# 23
24 6.179# 5.333# 3.929# 10.97 # 53.19 " 83.57 " 695.2 609.3 382.4 603.8 55.22 " 8.376# 24
25 9.914# 5.439# 3.883# 11.25 # 47.11 " 66.57 " 585.6 545.2 360.0 577.4 46.66 " 7.942# 25
26 63.89 # 10.22 # 3.402# 11.57 # 42.50 # 57.27 " 507.0 458.5 284.2 " 545.4 40.57 # 7.440# 26
27 106.5 " 10.59 # 3.290# 11.62 # 56.75 " 50.88 " 656.4 430.5 217.5 " 437.2 36.12 # 6.507# 27
28 55.48 " 10.26 # 3.258# 12.94 # 78.44 " 59.86 "1163 402.8 326.6 " 351.5 32.43 # 5.626# 28
29 48.37 " 3.050# 14.40 # 67.07 " 72.08 "1389 382.2 357.5 287.2 " 29.25 # 5.376# 29
30 39.15 # 2.920# 13.29 # 57.70 " 151.2 "1210 690.1 419.7 255.0 " 26.69 # 5.219# 30
31 31.05 # 3.222# 59.58 " 1058 812.8 221.6 " 4.940# 31
Mean 19.20 # 9.683# 6.752# 11.75 # 32.74 # 89.66 # 559.5 " 726.5 " 324.7 " 544.3 " 117.5 # 11.56 #
Median 10.09 # 8.257# 7.199# 11.72 # 17.30 # 71.09 # 462.5 " 690.1 " 309.0 " 436.4 " 92.89 # 10.14 #
Maximum 106.5 # 25.61 # 11.12 # 15.70 # 78.44 # 251.4 #1389 "1479 " 779.0 "1185 " 344.5 # 24.19 #
Minimum 6.002# 5.333# 2.920# 8.027# 11.66 # 35.84 # 172.0 " 282.8 " 114.4 " 221.6 " 26.69 # 4.940#
Total 595.2 # 271.1 # 209.3 # 352.5 # 1015 # 2690 #17344 "22522 " 9740 "16873 " 3524 # 358.2 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 206.8 # " ... Relative Uncertainty +/-10%
Ann. Median 47.11 # # ... Relative Uncertainty +/-15%
Annual Total 75493 #
Maximum Minimum
Daily 1479 # 2.920#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 4.920# 3.466# 2.365# 4.438# 16.40 # 40.08 # 148.8 " 858.2 345.4 216.5 " 321.4 " 19.54 # 1
2 4.937# 3.153# 2.480# 4.869# 16.51 # 37.39 # 136.3 " 849.3 294.9 " 173.2 " 564.7 17.92 # 2
3 4.671# 2.622# 2.426# 4.698# 15.70 # 33.26 # 164.2 " 925.4 243.8 " 165.5 " 501.9 16.65 # 3
4 4.547# 2.427# 2.634# 5.700# 15.03 # 30.91 # 145.4 "1218 207.8 " 185.0 " 466.7 15.74 # 4
5 4.216# 2.314# 2.965# 5.663# 14.14 # 28.84 # 133.2 "1457 180.7 " 208.6 " 356.4 " 15.43 # 5
6 3.681# 2.136# 2.687# 5.119# 13.51 # 41.99 # 117.2 "1335 157.3 " 250.1 " 283.1 " 16.05 # 6
7 3.457# 2.102# 2.144# 4.677# 12.72 # 47.05 # 97.40 "1166 141.6 " 264.7 " 205.6 " 16.48 # 7
8 2.905# 1.964# 2.232# 4.067# 12.37 # 76.66 # 84.51 " 940.8 127.5 " 323.3 " 148.5 " 16.94 # 8
9 3.449# 1.727# 2.198# 3.734# 12.25 # 103.0 " 74.99 " 763.6 115.9 " 352.6 106.7 " 16.30 # 9
10 4.967# 1.682# 2.134# 9.033# 12.06 # 67.42 " 68.07 " 651.9 166.8 " 428.1 80.13 " 14.62 # 10
11 5.107# 2.633# 1.966# 42.11 # 11.84 # 140.2 " 85.84 " 596.1 192.5 " 615.3 64.65 " 13.31 # 11
12 5.741# 4.271# 1.835# 45.09 # 11.76 # 138.8 " 119.1 " 567.4 170.9 " 574.1 53.81 " 12.11 # 12
13 5.693# 4.360# 1.808# 28.32 # 11.83 # 136.9 " 354.7 " 599.6 177.7 " 613.8 47.14 " 11.62 # 13
14 5.583# 5.873# 1.813# 20.08 # 12.02 # 360.3 " 278.2 " 631.7 150.1 " 717.4 42.21 # 11.49 # 14
15 5.171# 7.719# 1.653# 15.78 # 74.59 # 438.0 358.7 " 555.5 125.3 " 682.7 39.20 # 11.24 # 15
16 4.575# 8.347# 1.735# 13.01 # 108.8 " 288.8 " 663.9 467.8 118.9 " 680.9 41.21 # 10.95 # 16
17 4.111# 7.992# 1.760# 11.05 # 48.67 # 281.9 " 955.0 400.5 113.3 " 687.0 73.84 " 10.67 # 17
18 3.537# 7.248# 1.663# 9.725# 47.83 # 252.4 " 891.7 362.6 144.3 " 619.9 70.68 " 10.12 # 18
19 3.270# 6.424# 1.781# 12.18 # 59.61 " 202.1 " 800.5 471.3 222.2 " 607.3 52.73 " 9.597# 19
20 3.041# 5.738# 1.821# 13.05 # 52.43 " 161.7 " 677.4 559.1 259.8 " 556.2 48.92 " 9.175# 20
21 3.016# 5.515# 1.746# 14.26 # 55.92 " 126.2 " 738.6 736.5 333.2 " 463.7 45.68 " 8.866# 21
22 3.034# 5.030# 1.727# 15.26 # 49.41 " 101.5 "1105 765.9 278.3 " 386.5 43.49 # 8.877# 22
23 2.808# 4.423# 1.940# 15.54 # 45.21 # 84.79 "2546 634.1 307.5 " 312.8 " 39.53 # 8.563# 23
24 2.802# 3.829# 1.876# 15.89 # 36.52 # 75.69 "4281 502.6 403.8 " 254.7 " 36.15 # 8.301# 24
25 2.597# 3.123# 4.415# 15.37 # 29.95 # 65.28 "5984 " 420.8 609.9 199.0 " 34.49 # 7.798# 25
26 2.552# 2.532# 15.59 # 15.26 # 26.15 # 61.80 "4641 357.1 646.2 162.8 " 30.92 # 7.469# 26
27 2.467# 2.883# 13.85 # 15.34 # 24.73 # 57.38 "4038 316.0 " 610.3 134.5 " 28.18 # 6.979# 27
28 2.316# 2.340# 9.401# 15.69 # 33.39 # 58.14 "3203 325.9 " 467.1 110.6 " 25.70 # 6.899# 28
29 3.235# 6.821# 17.68 # 63.24 # 63.55 "2233 359.3 358.8 96.37 " 23.41 # 6.906# 29
30 3.267# 5.718# 17.13 # 72.50 " 131.5 "1526 385.2 280.3 " 150.4 " 21.33 # 6.714# 30
31 3.285# 4.983# 43.95 # 1108 392.4 217.0 " 6.445# 31
Mean 3.837# 4.067# 3.554# 13.99 # 34.23 # 124.4 #1218 " 663.6 " 265.1 " 368.1 " 130.0 # 11.61 #
Median 3.457# 3.309# 2.144# 13.66 # 26.15 # 80.72 # 663.9 " 596.1 " 215.0 " 312.8 " 50.83 # 10.95 #
Maximum 5.741# 8.347# 15.59 # 45.09 # 108.8 # 438.0 #5984 "1457 " 646.2 " 717.4 " 564.7 # 19.54 #
Minimum 2.316# 1.682# 1.653# 3.734# 11.76 # 28.84 # 68.07 " 316.0 " 113.3 " 96.37 " 21.33 # 6.445#
Total 119.0 # 113.9 # 110.2 # 419.8 # 1061 # 3733 #37759 "20573 " 7952 "11410 " 3899 # 359.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 239.8 # " ... Relative Uncertainty +/-10%
Ann. Median 41.21 # # ... Relative Uncertainty +/-15%
Annual Total 87510 #
Maximum Minimum
Daily 5984 # 1.653#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 6.418# 1.828# 2.886# 3.848# 3.959# 25.69 # 229.0 "1499 709.8 236.0 " 35.49 # 23.37 # 1
2 6.024# 1.683# 2.602# 3.693# 3.542# 37.51 # 241.3 "2320 539.0 215.3 " 37.81 # 21.51 # 2
3 5.812# 1.715# 2.240# 3.448# 3.581# 28.38 # 226.1 "3917 433.6 186.7 " 38.06 # 19.78 # 3
4 5.728# 1.598# 2.240# 3.078# 4.005# 37.92 # 265.8 "4579 378.4 160.6 " 38.69 # 18.30 # 4
5 5.561# 1.524# 2.097# 2.811# 4.346# 38.33 # 189.0 "4401 324.4 " 145.8 " 90.77 " 17.25 # 5
6 5.034# 1.465# 2.034# 2.781# 4.270# 32.61 # 275.3 "3494 281.9 " 133.8 " 106.3 " 16.38 # 6
7 4.712# 1.464# 1.958# 2.537# 4.945# 30.71 # 301.2 "2389 304.5 " 120.3 " 103.6 " 15.41 # 7
8 4.753# 1.458# 2.003# 2.428# 5.205# 32.34 # 305.2 "1634 380.1 " 109.2 " 93.69 " 14.25 # 8
9 4.514# 1.444# 1.943# 2.545# 5.059# 29.58 # 294.6 "1184 765.3 96.62 " 81.71 " 13.30 # 9
10 4.270# 1.438# 1.845# 2.744# 4.630# 34.19 # 262.5 " 914.3 789.4 88.11 " 65.05 " 12.50 # 10
11 3.967# 1.445# 1.896# 3.477# 4.232# 29.85 # 209.2 " 736.7 838.9 80.91 " 57.00 " 11.81 # 11
12 3.838# 1.452# 1.760# 3.529# 3.888# 27.84 # 166.6 " 609.0 816.3 72.95 " 72.84 " 11.20 # 12
13 3.683# 1.354# 1.628# 3.596# 3.396# 26.01 # 147.5 " 508.3 694.3 66.61 " 108.3 " 10.75 # 13
14 3.424# 1.298# 1.532# 3.616# 3.080# 23.89 # 126.9 " 427.8 845.8 60.69 " 396.9 " 10.09 # 14
15 3.307# 1.400# 1.453# 3.245# 3.054# 25.45 # 119.4 " 364.1 991.7 58.06 " 471.8 9.433# 15
16 3.687# 1.474# 1.353# 3.003# 3.112# 31.52 # 199.6 " 315.1 "1372 55.77 " 483.0 8.758# 16
17 3.923# 1.575# 6.574# 2.727# 3.119# 69.04 # 272.0 " 282.5 "1493 49.24 " 352.9 " 8.323# 17
18 4.241# 1.571# 5.557# 2.603# 3.054# 96.81 " 422.6 395.6 "1547 47.83 " 271.5 " 7.865# 18
19 4.308# 1.511# 5.747# 2.406# 3.088# 86.43 " 476.3 590.9 1408 78.14 " 199.6 " 7.341# 19
20 3.966# 1.487# 4.117# 2.312# 3.536# 112.0 "1042 858.3 1421 117.0 " 164.4 " 6.700# 20
21 3.600# 1.472# 2.952# 2.491# 9.228# 148.6 "2264 893.0 1523 129.8 " 137.9 " 6.168# 21
22 3.207# 1.456# 2.496# 1.883# 14.37 # 134.4 "2997 893.2 1337 109.1 " 99.55 " 5.882# 22
23 2.872# 1.280# 2.273# 2.434# 14.38 # 131.1 "3943 796.0 1077 100.4 " 72.61 " 5.723# 23
24 2.700# 1.250# 2.379# 2.823# 18.88 # 107.5 "3853 645.6 836.5 95.74 " 56.77 " 5.953# 24
25 2.590# 1.415# 2.466# 3.127# 16.01 # 112.2 "2700 517.5 664.9 85.25 " 46.67 " 8.757# 25
26 2.568# 1.643# 2.345# 2.818# 12.35 # 128.1 "1989 537.2 529.6 69.53 " 40.56 # 10.51 # 26
27 2.455# 2.420# 2.364# 2.733# 10.12 # 208.8 "1641 685.8 427.0 57.84 " 35.40 # 10.45 # 27
28 2.356# 2.401# 2.535# 2.678# 10.46 # 366.3 "1185 856.8 351.5 50.65 " 31.39 # 10.72 # 28
29 2.211# 2.803# 2.980# 12.41 # 224.9 " 984.5 1023 291.1 " 45.33 " 28.00 # 9.373# 29
30 2.087# 3.015# 4.359# 13.70 # 196.7 "1051 953.3 252.6 " 41.15 # 25.49 # 8.359# 30
31 1.963# 3.279# 14.01 # 998.9 791.7 37.57 # 7.498# 31
Mean 3.864# 1.554# 2.657# 2.958# 7.194# 87.16 # 947.7 "1291 " 787.4 " 96.84 # 128.1 # 11.41 #
Median 3.838# 1.469# 2.345# 2.815# 4.346# 38.13 # 301.2 " 856.8 " 737.5 " 85.25 # 77.28 # 10.45 #
Maximum 6.418# 2.420# 6.574# 4.359# 18.88 # 366.3 #3943 "4579 "1547 " 236.0 # 483.0 # 23.37 #
Minimum 1.963# 1.250# 1.353# 1.883# 3.054# 23.89 # 119.4 " 282.5 " 252.6 " 37.57 # 25.49 # 5.723#
Total 119.8 # 43.52# 82.37# 88.75# 223.0 # 2615 #29378 "40013 "23623 " 3002 # 3844 # 353.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 283.2 # " ... Relative Uncertainty +/-10%
Ann. Median 23.89 # # ... Relative Uncertainty +/-15%
Annual Total 103386 #
Maximum Minimum
Daily 4579 # 1.250#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 7.228# 1.798# 1.746# 1.866# 2.160# 53.62 " 353.5 " 144.2 "3361 389.2 51.56 " 138.7 " 1
2 6.937# 1.708# 1.732# 1.953# 2.305# 38.80 # 405.1 279.7 "2968 330.1 46.82 " 120.8 " 2
3 6.397# 1.738# 1.718# 2.087# 3.706# 30.95 # 492.5 496.3 3074 314.5 " 43.23 # 102.6 " 3
4 5.724# 1.810# 1.652# 2.112# 8.251# 27.30 # 393.0 381.5 3203 304.3 " 40.06 # 83.50 " 4
5 5.159# 1.904# 1.538# 2.040# 9.941# 26.01 # 343.2 358.2 2979 284.0 " 37.13 # 68.50 " 5
6 4.635# 2.076# 1.599# 1.962# 10.02 # 25.22 # 309.3 " 362.9 2945 1649 34.48 # 57.10 " 6
7 4.232# 2.242# 1.808# 1.920# 10.74 # 24.34 # 247.8 " 528.2 2487 2391 40.58 # 48.27 " 7
8 3.811# 2.304# 1.990# 2.058# 9.167# 24.93 # 213.7 " 530.6 2099 2451 75.57 " 43.35 # 8
9 3.564# 2.629# 1.801# 2.282# 7.921# 23.69 # 173.5 " 509.9 2424 1764 68.65 " 58.64 " 9
10 3.661# 2.819# 1.680# 2.349# 6.879# 22.78 # 138.1 " 560.7 2393 1309 55.55 " 90.54 " 10
11 3.857# 2.732# 1.509# 2.239# 6.003# 32.86 # 110.9 " 604.0 2372 1016 48.35 " 85.62 " 11
12 3.985# 2.623# 1.427# 2.113# 5.261# 33.91 # 91.25 " 647.6 1765 769.6 41.89 # 87.02 " 12
13 3.754# 2.958# 1.542# 2.092# 4.927# 30.96 # 106.9 " 559.0 1533 610.6 38.73 # 99.55 " 13
14 3.585# 2.917# 1.576# 1.968# 5.081# 33.94 # 171.3 " 522.3 1429 497.9 49.76 # 84.54 " 14
15 3.355# 2.755# 1.449# 1.881# 4.821# 42.68 # 146.6 " 622.4 1246 414.9 234.2 " 66.48 " 15
16 3.002# 2.455# 1.535# 1.832# 4.402# 53.14 " 221.0 " 936.5 1055 372.4 615.0 50.34 " 16
17 2.919# 2.392# 1.652# 1.779# 4.168# 49.39 " 346.7 " 790.8 1371 353.0 449.8 42.04 # 17
18 3.203# 2.310# 2.140# 1.793# 4.050# 50.23 " 340.1 686.6 1713 298.1 " 316.1 " 36.46 # 18
19 3.160# 2.200# 2.119# 1.783# 3.834# 46.88 " 400.5 667.8 1411 260.1 "1054 32.28 # 19
20 3.103# 2.122# 2.122# 1.740# 3.571# 48.19 " 420.2 654.6 1128 216.1 "2898 28.55 # 20
21 3.250# 1.997# 2.113# 1.780# 3.520# 60.43 " 361.0 627.2 1021 177.3 "3290 25.07 # 21
22 3.376# 1.821# 2.236# 1.857# 3.955# 64.39 " 338.9 544.5 1077 147.6 "2229 22.43 # 22
23 3.152# 1.809# 2.059# 2.069# 6.218# 56.67 " 277.6 " 443.1 1039 126.3 "1566 20.64 # 23
24 2.938# 1.696# 2.022# 2.039# 14.85 # 49.54 " 224.3 " 375.0 944.0 111.0 "1068 19.12 # 24
25 2.794# 1.556# 2.595# 1.952# 31.09 # 54.34 " 209.5 " 360.4 837.0 103.1 " 770.7 17.71 # 25
26 2.681# 1.582# 2.588# 1.851# 22.56 # 66.59 " 181.9 " 416.9 715.4 99.53 " 563.4 16.42 # 26
27 2.486# 1.652# 2.238# 1.979# 19.23 # 88.87 " 148.7 " 519.5 691.4 92.51 " 392.6 15.31 # 27
28 2.313# 1.658# 2.075# 2.269# 17.44 # 141.1 " 143.0 "1264 624.1 83.37 " 280.4 " 14.21 # 28
29 2.136# 1.759# 1.995# 2.175# 54.43 # 200.3 " 160.1 "1809 527.9 72.46 " 208.9 " 13.22 # 29
30 1.986# 1.873# 2.073# 70.71 " 244.1 " 160.2 "2108 452.9 64.70 " 164.5 " 12.20 # 30
31 1.897# 1.803# 70.13 " 153.8 "3124 58.09 " 11.42 # 31
Mean 3.686# 2.139# 1.869# 1.996# 13.91 # 58.21 # 251.1 " 723.7 "1696 552.6 " 559.1 # 52.02 #
Median 3.355# 2.076# 1.803# 1.973# 6.218# 47.54 # 221.0 " 544.5 "1420 304.3 " 186.7 # 43.35 #
Maximum 7.228# 2.958# 2.595# 2.349# 70.71 # 244.1 # 492.5 "3124 "3361 2451 "3290 # 138.7 #
Minimum 1.897# 1.556# 1.427# 1.740# 2.160# 22.78 # 91.25 " 144.2 " 452.9 58.09 " 34.48 # 11.42 #
Total 114.3 # 62.02# 57.93# 59.89# 431.3 # 1746 # 7784 "22436 "50884 17131 "16772 # 1613 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 325.4 # " ... Relative Uncertainty +/-10%
Ann. Median 42.36 # # ... Relative Uncertainty +/-15%
Annual Total 119092 #
Maximum Minimum
Daily 3361 # 1.427#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 10.85 # 4.555# 2.218# 17.06 # 34.43 # 319.6 " 154.6 " 868.0 1596 225.1 " 110.5 " 22.20 # 1
2 10.44 # 4.402# 2.164# 14.49 # 27.71 # 412.8 485.5 " 822.4 1329 842.0 99.87 " 20.75 # 2
3 9.782# 4.183# 2.117# 14.41 # 26.31 # 340.3 " 352.2 " 803.2 1090 1100 84.43 " 19.10 # 3
4 9.166# 3.840# 2.038# 13.20 # 28.85 # 247.0 " 569.1 669.2 1140 833.4 74.01 " 17.48 # 4
5 8.719# 3.734# 2.183# 12.22 # 36.90 # 175.3 " 733.5 577.5 1211 641.8 65.40 " 16.13 # 5
6 8.316# 3.604# 2.114# 11.33 # 32.68 # 127.0 " 598.2 950.0 1200 586.2 58.86 " 15.07 # 6
7 7.854# 3.288# 2.104# 10.72 # 33.26 # 92.39 " 541.4 1303 1211 665.2 53.95 " 14.01 # 7
8 7.462# 3.234# 2.219# 9.712# 43.42 # 74.11 " 458.0 1494 1095 627.3 50.12 " 13.39 # 8
9 7.123# 3.188# 2.272# 8.957# 52.22 " 74.23 " 375.8 1586 982.2 593.1 47.57 " 12.37 # 9
10 6.943# 2.983# 2.243# 9.290# 65.24 " 113.3 " 441.5 1387 859.4 535.8 53.54 " 12.05 # 10
11 6.602# 2.752# 2.106# 8.731# 65.05 " 82.20 " 852.4 1215 732.3 429.9 57.93 " 11.65 # 11
12 6.370# 2.639# 2.068# 9.539# 47.92 # 71.16 "1219 1314 685.2 341.7 " 51.43 " 11.50 # 12
13 6.115# 2.621# 2.083# 9.124# 35.80 # 81.95 "1243 1657 711.1 284.1 " 46.52 " 11.14 # 13
14 5.821# 2.549# 2.106# 8.611# 28.77 # 104.0 "1262 1231 652.7 233.1 " 42.53 # 10.81 # 14
15 5.740# 2.523# 2.059# 7.995# 24.55 # 97.87 "1221 1224 635.7 196.1 " 40.69 # 10.51 # 15
16 6.094# 2.491# 2.231# 7.455# 21.42 # 103.8 "1126 1126 566.4 315.3 " 53.61 " 9.928# 16
17 5.869# 2.580# 2.333# 6.989# 19.56 # 93.57 " 962.9 997.2 521.5 459.8 70.39 " 9.046# 17
18 5.668# 2.581# 3.584# 7.015# 23.04 # 201.5 " 816.2 826.0 567.8 487.7 98.42 " 8.466# 18
19 5.525# 2.380# 5.369# 7.480# 37.67 # 180.0 " 710.2 659.5 791.6 382.2 145.6 " 8.484# 19
20 5.154# 2.252# 8.672# 8.274# 44.04 # 206.1 " 569.1 547.3 930.6 322.2 " 143.0 " 8.329# 20
21 4.840# 2.254# 9.871# 8.172# 45.84 # 192.5 " 462.0 455.9 1011 269.8 " 132.8 " 7.944# 21
22 4.722# 2.186# 8.531# 7.779# 72.19 " 155.7 " 404.3 372.5 887.0 234.9 " 101.5 " 7.442# 22
23 4.895# 2.055# 7.344# 8.102# 94.13 " 134.0 " 377.3 312.4 " 742.3 203.8 " 74.18 " 7.042# 23
24 4.826# 1.965# 6.385# 7.834# 76.34 " 113.5 " 379.6 269.5 " 568.6 176.9 " 56.47 " 6.822# 24
25 4.803# 2.032# 22.25 # 7.304# 59.71 " 103.7 " 340.2 495.0 " 425.1 157.1 " 44.57 # 6.613# 25
26 4.460# 2.251# 119.1 " 7.220# 48.82 " 94.14 " 309.8 "1259 331.4 " 138.2 " 37.26 # 6.257# 26
27 4.090# 2.355# 85.64 " 6.873# 40.28 # 102.0 " 296.0 "1448 270.2 " 133.4 " 32.10 # 5.875# 27
28 3.921# 2.221# 57.24 " 6.710# 97.80 # 110.6 " 311.4 "1650 225.9 " 155.5 " 28.55 # 5.905# 28
29 3.822# 38.34 # 7.216# 308.6 " 122.8 " 365.6 "1566 196.8 " 146.8 " 25.79 # 5.426# 29
30 3.881# 27.67 # 19.36 # 209.4 " 131.6 " 525.5 1684 204.9 " 134.4 " 23.62 # 5.378# 30
31 4.221# 21.16 # 221.8 " 721.7 1730 122.6 " 5.220# 31
Mean 6.261# 2.846# 14.77 # 9.639# 64.64 # 148.6 " 618.9 "1048 " 779.1 " 386.3 " 66.85 # 10.72 #
Median 5.821# 2.580# 2.272# 8.442# 43.42 # 113.4 " 525.5 "1126 " 737.3 " 315.3 " 55.21 # 9.928#
Maximum 10.85 # 4.555# 119.1 # 19.36 # 308.6 # 412.8 "1262 "1730 "1596 "1100 " 145.6 # 22.20 #
Minimum 3.822# 1.965# 2.038# 6.710# 19.56 # 71.16 " 154.6 " 269.5 " 196.8 " 122.6 " 23.62 # 5.220#
Total 194.1 # 79.70# 457.8 # 289.2 # 2004 # 4459 "19185 "32500 "23373 "11976 " 2005 # 332.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 265.4 # " ... Relative Uncertainty +/-10%
Ann. Median 53.61 # # ... Relative Uncertainty +/-15%
Annual Total 96855 #
Maximum Minimum
Daily 1730 # 1.965#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 4.950# 2.188# 1.541# 1.730# 2.100# 126.2 " 114.1 " 133.2 " 311.8 " 62.92 " 44.76 # 15.23 # 1
2 4.646# 2.402# 1.501# 1.736# 1.963# 333.4 " 141.6 " 121.5 " 491.3 74.33 " 40.89 # 13.53 # 2
3 4.674# 2.173# 1.478# 1.604# 1.900# 404.7 142.0 " 117.9 " 613.7 195.0 " 37.29 # 11.98 # 3
4 4.662# 2.333# 1.479# 1.775# 1.950# 433.7 155.2 " 500.7 " 531.5 237.5 " 34.14 # 10.56 # 4
5 4.523# 2.277# 1.450# 2.240# 1.913# 356.1 " 217.3 " 738.2 615.4 236.7 " 32.25 # 9.603# 5
6 4.543# 2.263# 1.398# 1.973# 1.904# 251.3 " 293.0 " 722.4 498.1 259.5 " 29.97 # 8.884# 6
7 4.565# 2.280# 1.336# 1.799# 1.809# 174.3 " 284.9 " 818.2 419.6 214.0 " 27.23 # 8.223# 7
8 4.412# 2.353# 1.348# 1.878# 1.780# 150.3 " 334.9 " 800.9 346.3 " 169.0 " 24.63 # 7.639# 8
9 4.433# 2.376# 1.405# 1.919# 1.745# 191.5 " 376.9 727.5 257.8 " 129.3 " 22.02 # 6.938# 9
10 4.157# 2.716# 1.386# 1.896# 1.768# 148.0 " 453.7 569.3 219.8 " 106.8 " 20.37 # 6.503# 10
11 3.958# 2.244# 1.307# 1.743# 13.39 # 113.6 " 546.0 648.3 347.9 " 91.52 " 19.36 # 6.089# 11
12 3.773# 2.010# 1.280# 1.592# 25.81 # 105.3 " 505.9 850.9 372.0 76.08 " 18.25 # 5.968# 12
13 3.657# 2.052# 1.241# 1.537# 20.72 # 119.3 " 464.9 839.4 331.6 " 64.41 " 16.85 # 5.835# 13
14 3.536# 2.176# 1.278# 1.713# 14.10 # 148.6 " 398.9 807.3 285.3 " 218.6 " 15.43 # 5.558# 14
15 3.282# 2.082# 1.448# 1.757# 11.14 # 108.1 " 319.7 " 763.8 245.4 " 728.0 14.09 # 5.332# 15
16 3.034# 1.951# 1.263# 2.237# 9.559# 90.04 " 264.3 " 647.8 197.2 " 673.8 13.01 # 5.170# 16
17 3.084# 1.813# 1.260# 2.144# 8.972# 84.04 " 231.9 " 555.7 174.9 " 523.3 12.56 # 4.902# 17
18 3.021# 1.715# 1.285# 1.887# 8.302# 80.79 " 188.1 " 510.0 148.3 " 368.1 " 18.25 # 4.582# 18
19 2.912# 1.658# 1.298# 2.005# 6.946# 83.94 " 162.9 " 405.3 123.7 " 254.2 " 30.90 # 4.280# 19
20 2.837# 1.661# 1.345# 2.054# 6.999# 83.09 " 191.3 " 358.1 105.0 " 192.4 " 26.46 # 4.034# 20
21 2.799# 1.741# 1.367# 2.040# 9.424# 127.5 " 244.1 " 382.7 92.40 " 145.4 " 20.45 # 3.716# 21
22 2.706# 1.725# 1.406# 1.958# 14.24 # 201.3 " 262.3 " 369.5 81.24 " 109.5 " 16.87 # 3.442# 22
23 2.681# 1.613# 1.437# 2.056# 18.61 # 142.7 " 254.4 " 298.7 " 71.63 " 84.70 " 14.72 # 3.182# 23
24 2.615# 1.679# 1.514# 2.288# 47.00 # 195.7 " 255.1 " 253.6 " 64.87 " 72.58 " 13.69 # 2.927# 24
25 3.061# 1.836# 1.442# 1.989# 65.00 # 306.0 " 249.2 " 229.6 " 58.26 " 98.83 " 14.06 # 2.718# 25
26 3.057# 1.844# 1.419# 2.130# 32.29 # 242.9 " 225.8 " 209.2 " 53.02 " 119.6 " 18.82 # 2.540# 26
27 2.753# 1.762# 1.433# 2.654# 22.16 # 206.3 " 198.6 " 193.6 " 49.43 " 108.3 " 28.43 # 2.494# 27
28 2.566# 1.618# 1.510# 2.331# 17.10 # 169.3 " 198.9 " 195.8 " 46.55 " 88.52 " 23.22 # 2.339# 28
29 2.534# 1.447# 2.255# 44.92 # 133.1 " 175.1 " 162.7 " 44.61 " 68.85 " 18.60 # 2.202# 29
30 2.511# 1.511# 2.168# 245.9 " 114.1 " 158.8 " 142.2 " 49.15 " 56.71 " 16.69 # 2.178# 30
31 2.259# 1.571# 144.5 " 143.1 " 152.4 " 50.06 " 2.214# 31
Mean 3.490# 2.019# 1.400# 1.970# 26.00 # 180.8 " 263.0 " 458.9 " 241.6 " 189.6 " 22.81 # 5.832#
Median 3.084# 2.031# 1.406# 1.965# 9.559# 148.3 " 244.1 " 405.3 " 208.5 " 119.6 " 19.87 # 5.170#
Maximum 4.950# 2.716# 1.571# 2.654# 245.9 # 433.7 " 546.0 " 850.9 " 615.4 " 728.0 " 44.76 # 15.23 #
Minimum 2.259# 1.613# 1.241# 1.537# 1.745# 80.79 " 114.1 " 117.9 " 44.61 " 50.06 " 12.56 # 2.178#
Total 108.2 # 56.54# 43.39# 59.09# 806.0 # 5425 " 8153 "14227 " 7248 " 5878 " 684.2 # 180.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 117.5 # " ... Relative Uncertainty +/-10%
Ann. Median 18.25 # # ... Relative Uncertainty +/-15%
Annual Total 42869 #
Maximum Minimum
Daily 850.9 # 1.241#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 1.988# 1.684# 1.683# 1.785# 2.740# 10.96 # 116.0 " 598.2 412.2 286.0 " 48.64 " 20.50 # 1
2 1.853# 1.736# 1.610# 1.650# 2.675# 11.15 # 96.40 " 490.4 339.8 220.0 " 92.89 " 18.65 # 2
3 1.854# 1.566# 1.791# 1.603# 2.474# 14.74 # 77.66 " 401.3 591.3 170.3 " 186.0 " 17.13 # 3
4 2.000# 1.549# 2.327# 1.613# 2.296# 14.60 # 65.53 " 337.1 "1208 161.7 " 207.5 " 15.88 # 4
5 1.931# 1.459# 1.830# 1.548# 2.125# 13.33 # 56.28 " 262.7 "1298 175.7 " 168.5 " 14.96 # 5
6 1.933# 1.392# 1.561# 1.396# 2.008# 15.43 # 74.50 " 197.8 "1373 141.9 " 144.3 " 13.84 # 6
7 1.847# 1.389# 1.499# 1.362# 1.912# 24.63 # 84.53 " 156.0 "1553 115.5 " 119.6 " 12.73 # 7
8 1.963# 1.348# 1.526# 1.361# 1.898# 36.91 # 230.4 " 128.9 "1505 94.41 " 116.1 " 11.91 # 8
9 2.129# 1.277# 1.488# 1.374# 1.996# 141.9 " 494.5 127.2 "1248 79.18 " 165.0 " 11.17 # 9
10 1.912# 1.199# 1.389# 1.438# 2.218# 137.1 " 556.7 156.7 " 933.4 70.45 " 170.7 " 10.44 # 10
11 1.766# 1.168# 1.281# 1.305# 2.732# 62.60 " 574.3 189.5 " 734.0 67.48 " 118.1 " 9.574# 11
12 1.710# 1.168# 1.262# 1.258# 7.281# 48.54 " 591.2 261.5 " 555.1 83.11 " 91.18 " 8.722# 12
13 1.810# 1.207# 1.271# 1.172# 17.63 # 85.66 " 540.1 428.0 " 412.2 77.12 " 73.18 " 8.190# 13
14 2.066# 1.411# 1.246# 1.484# 28.95 # 194.2 " 470.4 483.8 307.7 " 67.96 " 56.60 " 8.253# 14
15 2.009# 1.335# 1.195# 2.375# 16.95 # 104.1 " 407.5 482.6 245.7 " 60.79 " 46.21 " 8.073# 15
16 1.937# 1.166# 1.192# 1.812# 11.43 # 75.40 " 389.4 430.1 198.3 " 51.79 " 40.32 # 7.462# 16
17 1.974# 1.137# 1.187# 1.916# 9.982# 65.24 " 351.3 " 430.2 164.8 " 49.92 " 35.30 # 6.546# 17
18 1.904# 1.185# 1.108# 2.642# 13.83 # 55.09 " 289.1 " 480.6 144.7 " 122.6 " 31.09 # 6.065# 18
19 1.896# 1.197# 1.088# 2.443# 14.47 # 44.84 # 261.6 " 462.6 132.3 " 257.8 " 27.86 # 6.240# 19
20 1.876# 1.211# 1.039# 2.597# 10.66 # 40.91 # 402.6 " 444.5 127.1 " 217.9 " 25.06 # 11.47 # 20
21 1.594# 1.210# 1.032# 2.505# 8.816# 40.47 # 728.4 352.0 120.2 " 213.0 " 22.18 # 10.58 # 21
22 1.524# 1.171# 1.064# 2.367# 9.651# 39.86 # 680.0 305.0 " 113.1 " 184.2 " 19.70 # 14.55 # 22
23 1.546# 1.648# 1.085# 2.232# 16.19 # 47.43 # 642.1 293.8 " 105.0 " 129.6 " 17.77 # 29.96 # 23
24 1.452# 2.311# 1.500# 2.072# 34.23 # 83.26 " 534.5 310.4 " 92.97 " 99.02 " 16.39 # 46.09 # 24
25 1.403# 1.805# 6.619# 1.964# 30.02 # 81.85 " 526.0 412.4 82.51 " 74.90 " 18.79 # 51.58 " 25
26 1.342# 1.454# 5.181# 1.861# 21.46 # 161.5 " 513.1 432.1 73.99 " 58.76 " 23.73 # 53.42 " 26
27 1.461# 1.491# 4.742# 2.049# 15.74 # 174.2 " 473.2 427.0 66.32 " 48.57 " 23.87 # 64.60 " 27
28 1.599# 1.571# 3.364# 2.259# 13.59 # 124.4 " 452.1 341.7 " 60.90 " 41.77 # 26.00 # 54.35 " 28
29 1.476# 2.538# 2.137# 16.19 # 116.8 " 524.9 283.2 " 82.23 " 37.08 # 22.98 # 56.11 " 29
30 1.393# 2.100# 2.386# 17.19 # 122.8 " 681.0 310.9 " 147.1 " 35.69 # 21.40 # 71.83 " 30
31 1.554# 1.935# 12.89 # 642.4 378.1 " 43.08 # 58.09 " 31
Mean 1.765# 1.409# 1.927# 1.865# 11.36 # 73.00 # 404.1 " 348.3 " 480.9 " 114.1 # 72.56 # 23.84 #
Median 1.853# 1.368# 1.499# 1.836# 10.66 # 58.84 # 470.4 " 352.0 " 222.0 " 83.11 # 43.27 # 13.84 #
Maximum 2.129# 2.311# 6.619# 2.642# 34.23 # 194.2 # 728.4 " 598.2 "1553 " 286.0 # 207.5 # 71.83 #
Minimum 1.342# 1.137# 1.032# 1.172# 1.898# 10.96 # 56.28 " 127.2 " 60.90 " 35.69 # 16.39 # 6.065#
Total 54.70# 39.45# 59.73# 55.96# 352.2 # 2190 #12528 "10796 "14428 " 3537 # 2177 # 738.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 128.6 # " ... Relative Uncertainty +/-10%
Ann. Median 22.98 # # ... Relative Uncertainty +/-15%
Annual Total 46957 #
Maximum Minimum
Daily 1553 # 1.032#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 51.53 " 3.847# 1.316# 1.658# 2.384# 3.928# 65.71 "1468 648.4 2828 190.4 " 18.35 # 1
2 42.09 # 3.525# 1.350# 1.639# 2.997# 4.453# 81.28 "1504 532.2 2241 146.5 " 20.05 # 2
3 32.63 # 3.092# 1.426# 1.592# 2.024# 4.810# 114.1 "1446 477.1 1672 118.3 " 19.80 # 3
4 26.52 # 2.640# 1.467# 1.662# 2.134# 3.964# 118.0 "1865 399.0 1271 97.69 " 19.37 # 4
5 22.34 # 2.302# 1.553# 1.617# 2.574# 3.573# 107.7 "1455 327.3 " 970.1 82.85 " 17.42 # 5
6 18.97 # 2.130# 1.332# 1.496# 2.207# 3.660# 122.0 "1239 333.0 " 773.0 71.97 " 17.07 # 6
7 16.12 # 2.026# 1.213# 1.467# 2.146# 3.599# 127.7 "1269 356.2 618.7 65.44 " 19.33 # 7
8 13.90 # 1.968# 1.144# 1.418# 2.251# 3.426# 136.7 "1141 303.3 " 487.2 58.43 " 17.75 # 8
9 12.24 # 1.874# 1.096# 1.389# 2.249# 3.249# 124.8 " 957.0 284.0 " 395.3 51.21 " 15.91 # 9
10 11.03 # 1.702# 1.113# 1.386# 2.617# 3.693# 115.2 " 897.4 396.4 " 352.0 46.32 " 14.50 # 10
11 9.921# 1.554# 1.104# 1.519# 3.027# 3.464# 137.3 " 927.0 823.8 469.2 42.56 # 13.88 # 11
12 9.074# 1.500# 1.132# 1.622# 2.560# 3.654# 140.0 " 788.5 995.1 432.3 39.38 # 65.03 # 12
13 8.382# 1.456# 1.044# 1.736# 2.328# 3.598# 116.7 "1049 1136 438.2 35.71 # 198.2 " 13
14 7.633# 1.534# 1.076# 1.609# 2.303# 3.348# 97.48 "1047 1393 376.8 32.83 # 175.7 " 14
15 6.808# 1.580# 1.237# 1.511# 2.280# 3.484# 73.31 "1121 1905 320.3 " 37.33 # 178.4 " 15
16 6.061# 1.520# 1.376# 1.494# 2.399# 5.575# 68.19 "1105 1869 275.4 " 60.89 " 256.5 " 16
17 5.496# 1.550# 1.344# 1.480# 3.079# 5.949# 162.5 " 982.8 1975 244.5 " 76.70 " 188.6 " 17
18 5.089# 1.565# 1.336# 1.423# 2.574# 11.97 # 230.4 " 896.1 1736 211.7 " 55.86 " 108.4 " 18
19 4.652# 1.550# 1.314# 1.539# 2.666# 14.83 # 286.3 " 706.3 2121 184.5 " 46.47 " 74.75 " 19
20 4.148# 1.624# 1.330# 1.456# 2.942# 13.69 # 403.8 607.5 2132 158.0 " 44.42 " 52.50 " 20
21 3.749# 1.573# 1.320# 1.380# 3.010# 15.96 # 500.2 539.3 1851 169.5 " 41.77 # 40.34 # 21
22 3.378# 1.563# 1.310# 1.457# 3.545# 26.17 # 546.0 455.9 2133 542.6 38.31 # 32.92 # 22
23 3.066# 1.524# 1.379# 1.679# 3.205# 20.83 # 595.3 451.7 2006 826.7 33.30 # 27.98 # 23
24 2.600# 1.588# 1.383# 1.647# 3.288# 45.69 # 851.3 489.5 2286 2540 28.81 # 23.88 # 24
25 2.432# 1.571# 1.331# 1.757# 3.172# 73.74 "1372 502.5 2038 2559 25.30 # 20.48 # 25
26 2.310# 1.572# 1.269# 2.349# 2.978# 69.49 "1669 540.1 1791 1726 22.64 # 18.00 # 26
27 2.171# 1.541# 1.258# 2.271# 2.809# 61.12 "1791 525.4 1503 1147 20.62 # 16.09 # 27
28 2.017# 1.463# 1.722# 2.117# 2.621# 58.14 "1365 755.6 2290 722.4 18.86 # 14.72 # 28
29 2.230# 1.352# 1.795# 2.052# 2.417# 49.02 "1156 845.5 2980 502.8 17.38 # 13.57 # 29
30 3.720# 2.025# 1.981# 2.280# 44.42 #1646 736.8 3330 368.0 " 16.93 # 12.55 # 30
31 3.265# 1.690# 3.766# 1542 770.9 262.0 " 11.50 # 31
Mean 11.15 # 1.872# 1.348# 1.647# 2.672# 19.08 # 511.7 " 938.3 1412 " 841.5 " 55.51 # 55.60 #
Median 6.061# 1.572# 1.330# 1.600# 2.574# 5.193# 140.0 " 897.4 1619 " 487.2 " 43.49 # 19.80 #
Maximum 51.53 # 3.847# 2.025# 2.349# 3.766# 73.74 #1791 "1865 3330 "2828 " 190.4 # 256.5 #
Minimum 2.017# 1.352# 1.044# 1.380# 2.024# 3.249# 65.71 " 451.7 284.0 " 158.0 " 16.93 # 11.50 #
Total 345.6 # 54.29# 41.78# 49.40# 82.83# 572.5 #15862 "29086 42351 "26085 " 1665 # 1724 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 322.2 # " ... Relative Uncertainty +/-10%
Ann. Median 18.92 # # ... Relative Uncertainty +/-15%
Annual Total 117919 #
Maximum Minimum
Daily 3330 # 1.044#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 10.56 # 1.900# 3.280# 2.154# 2.419# 32.08 # 36.55 # 126.1 " 527.7 134.2 " 20.82 # 10.50 # 1
2 9.728# 1.779# 3.026# 2.001# 2.269# 29.77 # 32.95 # 101.1 " 825.4 125.7 " 19.49 # 9.568# 2
3 8.899# 1.802# 2.717# 1.804# 2.457# 28.47 # 31.06 # 88.07 "1186 125.5 " 18.26 # 9.122# 3
4 8.192# 1.809# 2.363# 1.746# 2.571# 33.90 # 28.82 # 91.60 "1108 117.8 " 17.31 # 9.242# 4
5 7.624# 1.751# 2.085# 1.678# 2.459# 50.01 # 27.04 # 244.8 " 953.8 115.8 " 17.45 # 9.394# 5
6 7.030# 1.665# 1.985# 1.648# 2.354# 77.22 " 26.72 # 379.9 1494 98.60 " 18.38 # 9.489# 6
7 6.407# 1.723# 1.844# 1.612# 2.240# 53.99 " 48.76 # 332.7 1379 85.36 " 17.95 # 9.860# 7
8 5.857# 1.764# 1.690# 1.464# 2.142# 62.64 " 89.23 " 350.3 1113 76.26 " 16.95 # 9.275# 8
9 5.364# 1.803# 1.581# 1.426# 2.107# 75.42 " 214.9 " 397.4 1044 75.27 " 16.17 # 8.133# 9
10 5.059# 1.656# 1.597# 1.446# 1.972# 89.93 " 189.0 " 516.1 880.9 214.6 " 14.95 # 7.248# 10
11 4.649# 1.617# 1.628# 1.715# 2.132# 79.15 " 210.2 " 507.5 1112 318.9 " 14.16 # 6.720# 11
12 4.345# 1.659# 1.523# 1.787# 2.183# 77.90 " 206.9 " 469.6 1349 223.1 " 13.83 # 6.346# 12
13 3.880# 1.679# 1.512# 1.625# 2.133# 89.23 " 263.6 " 424.3 1911 193.1 " 13.84 # 6.069# 13
14 3.635# 1.620# 1.473# 1.484# 2.109# 86.94 " 368.8 356.0 1851 172.9 " 13.48 # 5.704# 14
15 3.494# 1.542# 1.411# 1.456# 2.103# 78.17 " 295.6 " 444.3 2246 136.5 " 13.13 # 5.147# 15
16 3.277# 1.476# 2.218# 1.440# 2.231# 65.80 " 292.0 " 459.9 2076 104.6 " 12.33 # 5.038# 16
17 3.133# 1.542# 3.217# 1.445# 2.380# 51.05 " 299.3 " 475.5 1486 85.97 " 11.32 # 4.703# 17
18 3.135# 1.600# 3.197# 1.423# 7.011# 43.25 # 282.4 " 446.8 1080 73.49 " 10.47 # 4.536# 18
19 3.054# 1.628# 3.030# 1.413# 8.598# 43.59 # 248.2 " 310.7 " 925.5 62.21 " 9.784# 4.457# 19
20 3.029# 2.199# 2.357# 1.586# 8.015# 48.22 " 179.3 " 242.4 " 961.5 53.15 " 9.201# 4.065# 20
21 3.207# 2.717# 1.724# 2.125# 7.057# 45.51 " 118.4 " 204.0 " 813.8 47.24 " 18.08 # 3.615# 21
22 3.280# 3.314# 1.863# 1.894# 5.852# 44.80 # 84.79 " 204.4 " 680.8 42.43 # 38.47 # 3.375# 22
23 3.311# 4.225# 1.986# 1.936# 6.226# 66.86 " 68.52 " 210.0 " 509.5 37.92 # 24.99 # 3.013# 23
24 3.229# 5.119# 1.815# 2.043# 6.179# 85.06 " 58.89 " 183.6 " 404.4 35.33 # 20.10 # 2.836# 24
25 2.996# 7.024# 1.701# 1.942# 10.96 # 69.87 " 73.75 " 153.8 " 356.3 " 33.25 # 16.78 # 2.506# 25
26 2.769# 7.139# 1.699# 1.873# 13.00 # 62.10 " 101.5 " 133.1 " 282.3 " 30.65 # 15.25 # 2.189# 26
27 2.557# 5.876# 1.631# 2.226# 12.26 # 49.83 " 197.2 " 121.1 " 243.7 " 28.09 # 13.99 # 2.061# 27
28 2.409# 4.062# 1.583# 2.069# 10.80 # 53.59 " 158.4 " 159.7 " 203.9 " 26.30 # 12.79 # 2.025# 28
29 2.371# 1.642# 1.885# 12.05 # 49.79 " 128.5 " 702.3 " 174.8 " 24.86 # 11.73 # 1.861# 29
30 2.221# 1.912# 2.036# 10.42 # 41.38 # 130.3 " 723.5 148.2 " 23.95 # 10.81 # 1.831# 30
31 2.061# 2.002# 28.37 # 128.7 " 621.5 22.50 # 1.770# 31
Mean 4.541# 2.632# 2.042# 1.746# 5.970# 58.85 # 149.0 # 328.5 " 977.6 " 95.02 # 16.08 # 5.539#
Median 3.311# 1.772# 1.844# 1.731# 2.459# 53.79 # 128.7 # 332.7 " 957.6 " 76.26 # 15.10 # 5.038#
Maximum 10.56 # 7.139# 3.280# 2.226# 28.37 # 89.93 # 368.8 # 723.5 "2246 " 318.9 # 38.47 # 10.50 #
Minimum 2.061# 1.476# 1.411# 1.413# 1.972# 28.47 # 26.72 # 88.07 " 148.2 " 22.50 # 9.201# 1.770#
Total 140.8 # 73.69# 63.29# 52.38# 185.1 # 1766 # 4620 #10182 "29329 " 2946 # 482.3 # 171.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 137.0 # " ... Relative Uncertainty +/-10%
Ann. Median 11.32 # # ... Relative Uncertainty +/-15%
Annual Total 50012 #
Maximum Minimum
Daily 2246 # 1.411#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 1.701# 1.000# 0.873$ 1.381# 12.37 # 21.58 # 141.1 " 402.4 3437 869.4 40.86 # 13.37 # 1
2 1.558# 0.944$ 0.899$ 1.302# 10.99 # 20.09 # 117.9 " 360.6 2844 802.4 37.75 # 24.09 # 2
3 1.462# 0.891$ 0.899$ 1.250# 9.719# 18.59 # 101.3 " 334.7 3403 751.7 35.73 # 29.07 # 3
4 1.452# 0.885$ 0.860$ 1.212# 8.721# 18.23 # 104.5 " 338.8 4492 625.4 34.23 # 22.93 # 4
5 1.472# 0.846$ 0.786$ 1.241# 8.611# 23.67 # 183.1 " 348.0 3636 539.3 31.77 # 20.00 # 5
6 1.446# 0.846$ 0.733$ 1.263# 8.262# 35.03 # 262.4 " 392.0 3005 462.8 30.05 # 17.61 # 6
7 1.310# 0.858$ 0.681$ 1.351# 7.723# 27.75 # 449.6 351.1 2233 390.4 29.13 # 14.96 # 7
8 1.214# 0.841$ 0.808$ 1.487# 7.293# 24.51 # 321.7 343.2 1653 374.8 28.00 # 12.76 # 8
9 1.132# 0.840$ 1.478# 1.511# 13.27 # 26.59 # 362.1 372.3 1247 409.3 25.99 # 10.95 # 9
10 1.131# 0.772$ 2.378# 1.802# 24.19 # 45.51 # 356.6 360.3 969.2 391.7 23.75 # 10.06 # 10
11 1.219# 0.732$ 2.291# 2.232# 21.29 # 86.70 " 330.8 " 410.0 814.9 305.4 " 21.87 # 10.11 # 11
12 1.145# 0.741$ 2.162# 2.171# 16.03 # 106.8 " 292.1 " 362.1 721.7 284.4 " 20.28 # 10.19 # 12
13 1.010# 0.739$ 1.798# 2.220# 17.28 # 119.1 " 235.7 " 325.7 " 901.0 242.9 " 19.36 # 9.939# 13
14 0.926$ 0.810$ 2.515# 2.118# 27.28 # 144.5 " 175.6 " 297.8 " 825.1 220.9 " 20.11 # 9.334# 14
15 0.873$ 0.870$ 2.215# 1.953# 35.36 # 136.9 " 131.5 " 274.1 " 819.4 195.5 " 21.05 # 8.489# 15
16 1.053$ 0.764$ 1.782# 1.929# 33.44 # 133.1 " 104.2 " 249.1 " 722.6 168.9 " 19.53 # 7.663# 16
17 1.151# 0.683$ 1.537# 2.528# 30.61 # 110.7 " 87.86 " 270.9 " 654.7 165.6 " 17.84 # 6.859# 17
18 1.110# 0.632$ 1.364# 4.130# 26.92 # 99.48 " 78.17 " 271.8 " 677.2 202.0 " 17.47 # 6.181# 18
19 1.105# 0.607$ 1.261# 6.126# 25.05 # 84.53 " 78.80 " 556.3 605.0 195.4 " 17.57 # 5.663# 19
20 1.033# 0.620$ 4.232# 5.784# 23.53 # 99.95 " 87.00 " 613.5 496.3 185.5 " 17.85 # 5.189# 20
21 1.045# 0.621$ 9.118# 5.286# 20.92 # 105.6 " 103.7 " 831.9 728.0 153.7 " 17.51 # 4.881# 21
22 1.027# 0.636$ 9.101# 4.452# 23.39 # 121.5 " 168.4 " 876.7 1808 124.6 " 16.88 # 4.652# 22
23 1.063# 0.618$ 5.964# 4.421# 22.94 # 125.7 " 237.3 " 821.8 2195 108.4 " 16.34 # 5.270# 23
24 1.094# 0.731$ 4.423# 4.120# 19.26 # 133.6 " 159.0 " 785.1 2117 92.18 " 16.52 # 5.279# 24
25 1.031# 0.701$ 3.274# 13.53 # 19.84 # 130.4 " 148.8 " 662.7 1746 83.55 " 16.25 # 6.044# 25
26 1.018# 0.688$ 2.579# 27.32 # 32.33 # 110.0 " 269.4 " 505.8 1318 77.48 " 16.03 # 5.790# 26
27 1.004$ 0.670$ 2.177# 24.39 # 28.67 # 112.9 " 337.4 " 430.1 1154 68.04 " 15.96 # 5.677# 27
28 0.953# 0.699$ 1.864# 20.31 # 29.09 # 140.3 " 309.2 " 402.2 1026 60.50 " 15.34 # 5.136# 28
29 0.903$ 1.623# 17.03 # 25.62 # 110.2 " 315.4 " 940.0 884.3 55.63 " 13.84 # 4.589# 29
30 0.935$ 1.541# 14.29 # 22.00 # 132.0 " 281.5 "1814 811.4 50.26 " 12.78 # 4.196# 30
31 0.971# 1.483# 22.38 # 290.4 "2275 45.20 " 4.040# 31
Mean 1.147$ 0.760$ 2.410$ 6.005# 20.46 # 86.84 # 213.6 " 567.1 "1598 280.7 " 22.25 # 10.03 #
Median 1.094$ 0.740$ 1.782$ 2.226# 22.00 # 106.2 # 183.1 " 392.0 "1090 195.5 " 19.44 # 7.663#
Maximum 1.701$ 1.000$ 9.118$ 27.32 # 35.36 # 144.5 # 449.6 "2275 "4492 869.4 " 40.86 # 29.07 #
Minimum 0.873$ 0.607$ 0.681$ 1.212# 7.293# 18.23 # 78.17 " 249.1 " 496.3 45.20 " 12.78 # 4.040#
Total 35.55$ 21.29$ 74.70$ 180.1 # 634.3 # 2605 # 6622 "17579 "47946 8703 " 667.6 # 311.0 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 233.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 21.29 $ # ... Relative Uncertainty +/-15%
Annual Total 85381 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 4492 $ 0.607$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 4.072# 1.782# 0.846$ 1.313# 0.846$ 103.8 # 428.0 326.4 " 470.1 432.1 66.33 " 14.89 # 1
2 3.922# 1.618# 0.821$ 1.191# 1.112# 142.2 # 336.7 " 277.6 " 362.1 457.6 58.82 " 17.68 # 2
3 3.732# 1.549# 0.786$ 1.193# 1.441# 168.6 " 262.6 " 255.5 " 742.2 471.0 53.29 " 18.41 # 3
4 3.441# 1.551# 0.794$ 1.236# 1.416# 180.0 " 231.7 " 228.4 "1391 434.1 51.41 " 16.33 # 4
5 3.352# 1.355# 0.800$ 1.289# 1.655# 144.7 " 481.2 " 185.7 "1479 348.4 " 64.62 " 15.07 # 5
6 3.196# 1.341# 0.808$ 1.255# 5.509# 126.4 # 486.9 163.3 "1402 285.8 " 88.86 " 14.36 # 6
7 3.417# 1.247# 0.777$ 1.183# 2.885# 116.1 # 807.5 178.9 "1094 257.5 " 94.02 " 13.74 # 7
8 3.526# 1.183# 0.977$ 1.114# 3.886# 79.41 " 887.9 169.9 " 875.7 386.4 " 77.76 " 13.04 # 8
9 3.280# 1.121# 1.174# 1.098# 3.082# 61.14 " 731.7 174.0 " 706.9 502.5 91.02 " 12.51 # 9
10 3.109# 1.122# 1.034# 1.166# 4.191# 52.68 " 691.8 191.8 " 559.3 505.9 73.22 " 11.61 # 10
11 2.747# 1.153# 0.935$ 1.151# 4.040# 46.50 " 557.6 518.3 " 692.6 499.2 56.99 " 10.67 # 11
12 2.554# 1.100# 0.920$ 1.111# 3.338# 45.53 " 452.8 712.4 837.8 459.9 47.88 " 10.58 # 12
13 2.440# 1.079# 0.968# 1.032# 3.382# 41.10 # 386.4 724.3 744.9 380.3 44.25 # 11.21 # 13
14 2.307# 1.313# 1.042# 0.968# 3.534# 48.11 # 401.4 647.7 1021 804.9 40.80 # 11.16 # 14
15 2.122# 1.166# 1.224# 0.920$ 3.259# 41.12 # 420.7 508.3 1721 1194 37.87 # 10.63 # 15
16 1.942# 1.078# 1.268# 0.879$ 2.671# 59.25 # 515.3 447.9 2196 1233 35.18 # 9.684# 16
17 1.955# 1.072# 1.452# 0.795$ 2.374# 92.92 # 886.5 451.1 2276 1197 33.79 # 8.673# 17
18 1.964# 1.133# 1.475# 0.906$ 2.297# 86.02 "1237 553.9 1858 908.8 37.18 # 7.565# 18
19 1.756# 1.160# 1.629# 0.941# 2.754# 216.1 "1582 805.8 1415 751.8 41.12 # 7.041# 19
20 1.572# 1.187# 1.967# 0.891$ 2.912# 335.6 "1441 952.2 1096 605.9 38.21 # 6.980# 20
21 1.661# 1.309# 2.012# 0.842$ 4.973# 283.1 "1132 931.3 1034 436.9 34.36 # 6.505# 21
22 2.059# 1.327# 1.719# 0.836$ 5.404# 363.9 " 878.8 770.3 896.9 326.7 " 31.45 # 5.830# 22
23 2.161# 1.235# 1.646# 0.832$ 4.827# 412.3 683.2 589.4 794.8 254.2 " 28.35 # 5.983# 23
24 2.166# 1.148# 1.672# 0.864$ 4.237# 354.2 514.5 563.5 664.2 195.7 " 25.54 # 5.667# 24
25 2.473# 1.087# 1.577# 0.880$ 4.177# 401.5 402.1 836.2 543.8 158.0 " 23.41 # 5.127# 25
26 2.805# 1.099# 1.530# 0.927# 6.182# 640.3 334.0 976.8 440.1 132.8 " 21.40 # 4.690# 26
27 2.485# 0.960$ 1.458# 0.918$ 17.76 # 483.1 304.8 " 935.7 370.4 112.9 " 19.42 # 4.200# 27
28 2.316# 0.874$ 1.349# 0.908$ 52.40 # 610.7 311.4 " 915.6 335.4 98.41 " 17.66 # 3.807# 28
29 2.470# 1.400# 0.911$ 76.47 " 738.8 405.4 801.4 313.3 " 86.71 " 16.30 # 3.725# 29
30 2.155# 1.507# 0.870$ 54.90 # 524.8 380.5 699.8 296.6 " 78.58 " 15.24 # 3.448# 30
31 1.824# 1.433# 63.31 # 351.7 601.3 73.54 " 3.047# 31
Mean 2.612# 1.227$ 1.258$ 1.014$ 11.33 $ 233.3 # 610.5 " 551.4 " 954.4 " 453.9 " 45.53 # 9.479#
Median 2.470# 1.163$ 1.268$ 0.934$ 3.534$ 143.4 # 481.2 " 563.5 " 816.3 " 432.1 " 39.51 # 9.684#
Maximum 4.072# 1.782$ 2.012$ 1.313$ 76.47 $ 738.8 #1582 " 976.8 "2276 "1233 " 94.02 # 18.41 #
Minimum 1.572# 0.874$ 0.777$ 0.795$ 0.846$ 41.10 # 231.7 " 163.3 " 296.6 " 73.54 " 15.24 # 3.047#
Total 80.98# 34.35$ 39.00$ 30.42$ 351.2 $ 7000 #18925 "17095 "28631 "14070 " 1366 # 293.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 240.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 21.40 $ # ... Relative Uncertainty +/-15%
Annual Total 87916 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2276 $ 0.777$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.947# 2.368# 1.566# 6.119# 13.14 # 10.94 # 96.12 " 245.9 " 907.5 63.09 " 17.09 # 6.369# 1
2 2.782# 2.178# 1.343# 6.434# 11.70 # 11.30 # 116.7 " 387.2 " 849.3 57.58 " 15.92 # 5.785# 2
3 2.553# 2.209# 1.360# 7.499# 11.52 # 11.26 # 172.1 " 694.4 813.9 53.26 " 15.09 # 5.196# 3
4 2.395# 2.235# 1.431# 9.509# 12.43 # 11.23 # 300.2 " 654.8 814.5 50.38 " 14.21 # 5.164# 4
5 2.217# 2.143# 1.384# 8.224# 12.04 # 10.84 # 505.3 594.1 751.5 54.84 " 13.49 # 4.871# 5
6 2.190# 1.839# 1.325# 6.440# 9.501# 10.32 # 431.9 629.4 1388 63.33 " 13.29 # 4.592# 6
7 2.000# 1.761# 1.289# 5.508# 7.956# 10.07 # 503.8 891.6 1275 61.00 " 14.35 # 4.389# 7
8 1.932# 2.128# 1.409# 4.929# 7.177# 9.687# 450.7 1069 1167 58.59 " 19.53 # 4.048# 8
9 1.831# 8.424# 2.000# 4.426# 6.917# 9.241# 357.1 1154 1294 53.69 " 23.70 # 3.856# 9
10 1.704# 9.205# 9.207# 4.062# 7.417# 9.488# 330.6 957.8 1148 50.42 " 19.76 # 3.721# 10
11 1.665# 6.784# 13.80 # 3.829# 11.13 # 9.055# 389.7 769.1 976.6 47.07 " 17.48 # 3.502# 11
12 1.547# 4.998# 19.89 # 3.583# 25.18 # 8.689# 306.3 " 669.7 704.3 45.62 " 15.46 # 3.484# 12
13 1.434# 3.996# 15.27 # 3.568# 26.52 # 8.868# 263.7 " 589.1 567.2 44.30 " 13.93 # 3.415# 13
14 1.532# 3.549# 10.71 # 3.671# 21.15 # 9.495# 293.5 " 457.2 445.9 42.53 # 12.33 # 3.164# 14
15 1.979# 3.292# 7.845# 3.957# 17.03 # 11.51 # 384.6 382.7 373.1 39.53 # 11.03 # 3.002# 15
16 5.944# 3.020# 6.260# 3.858# 14.82 # 13.52 # 360.7 569.1 331.5 " 36.41 # 9.888# 2.829# 16
17 9.027# 2.703# 5.521# 4.529# 18.71 # 12.68 # 400.4 1118 282.5 " 34.97 # 9.150# 2.568# 17
18 8.456# 2.601# 16.32 # 5.636# 19.41 # 11.25 # 606.8 832.4 241.1 " 33.01 # 8.578# 2.430# 18
19 6.289# 2.500# 23.15 # 6.199# 19.79 # 16.80 # 775.0 768.4 219.5 " 30.68 # 8.142# 2.502# 19
20 4.692# 2.278# 16.99 # 5.660# 18.42 # 48.50 # 851.2 651.0 185.2 " 28.69 # 7.774# 2.804# 20
21 3.847# 2.107# 15.20 # 4.906# 16.44 # 61.78 " 706.1 621.6 154.6 " 27.65 # 7.454# 4.179# 21
22 3.637# 2.053# 14.19 # 4.259# 15.07 # 47.38 " 627.3 605.9 131.6 " 26.73 # 6.949# 4.326# 22
23 3.939# 1.971# 11.84 # 3.827# 13.94 # 59.43 " 565.1 487.9 114.8 " 25.59 # 6.307# 4.823# 23
24 5.134# 1.853# 10.42 # 3.424# 13.53 # 81.09 " 469.7 431.5 101.3 " 24.41 # 5.748# 4.499# 24
25 4.594# 1.711# 9.180# 3.375# 13.06 # 133.7 " 392.6 394.2 89.98 " 25.43 # 5.573# 3.829# 25
26 4.173# 1.646# 8.410# 3.711# 12.72 # 194.0 " 305.6 " 534.3 81.37 " 24.78 # 5.383# 3.277# 26
27 3.499# 1.555# 8.226# 3.002# 12.27 # 139.4 " 246.3 " 527.9 75.51 " 23.05 # 6.614# 2.896# 27
28 2.858# 1.618# 7.216# 4.663# 11.74 # 111.9 " 243.2 " 471.9 71.15 " 20.98 # 7.019# 2.568# 28
29 2.545# 1.726# 6.702# 12.10 # 11.21 # 105.9 " 468.6 545.9 68.30 " 19.31 # 7.667# 3.453# 29
30 2.369# 6.343# 17.12 # 10.53 # 115.1 " 357.4 658.1 65.63 " 18.37 # 6.840# 2.796# 30
31 2.662# 6.023# 10.01 # 305.6 " 753.7 18.07 # 2.352# 31
Mean 3.367# 2.981# 8.446# 5.601# 13.95 # 43.48 # 405.9 " 649.0 " 523.0 " 38.82 # 11.52 # 3.764#
Median 2.662# 2.209# 7.845# 4.596# 12.72 # 11.41 # 384.6 " 621.6 " 352.3 " 36.41 # 10.46 # 3.502#
Maximum 9.027# 9.205# 23.15 # 17.12 # 26.52 # 194.0 # 851.2 "1154 "1388 " 63.33 # 23.70 # 6.369#
Minimum 1.434# 1.555# 1.289# 3.002# 6.917# 8.689# 96.12 " 245.9 " 65.63 " 18.07 # 5.383# 2.352#
Total 104.4 # 86.45# 261.8 # 168.0 # 432.5 # 1304 #12584 "20118 "15690 " 1203 # 345.7 # 116.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 143.2 # " ... Relative Uncertainty +/-10%
Ann. Median 11.61 # # ... Relative Uncertainty +/-15%
Annual Total 52415 #
Maximum Minimum
Daily 1388 # 1.289#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.367# 1.989# 0.915$ 1.093$ 1.339# 4.743# 23.64 # 51.10 " 212.5 " 634.3 38.54 # 20.18 # 1
2 2.421# 1.628# 0.986# 1.118$ 1.344# 5.218# 22.45 # 44.67 # 159.9 " 532.8 34.41 # 21.03 # 2
3 2.313# 1.439# 1.018# 1.143$ 1.292# 7.807# 22.82 # 50.30 # 161.9 " 417.2 31.59 # 18.91 # 3
4 1.914# 1.367# 1.010# 1.074$ 1.296# 12.61 # 31.05 # 87.57 " 130.1 " 334.6 " 30.65 # 56.46 # 4
5 1.804# 1.257# 0.901$ 1.115# 1.258# 18.36 # 32.11 # 91.99 " 108.4 " 287.5 " 29.56 # 256.3 " 5
6 1.764# 1.287# 0.834$ 1.364# 5.813# 17.92 # 30.19 # 92.62 " 258.7 " 237.5 " 27.56 # 484.0 6
7 1.796# 1.317# 0.883$ 1.311# 6.665# 15.84 # 28.10 # 131.4 " 449.9 160.1 " 26.00 # 730.6 7
8 1.874# 1.164# 0.864$ 1.282# 6.628# 19.53 # 27.49 # 107.9 " 331.9 " 114.7 " 24.55 # 610.6 8
9 2.004# 1.062# 0.809$ 1.184# 4.357# 35.05 # 46.71 # 151.2 " 266.1 " 112.0 " 22.67 # 487.3 9
10 1.953# 1.026# 0.782$ 1.048# 4.298# 83.10 " 50.20 " 198.2 " 274.2 " 110.6 " 20.74 # 627.5 10
11 2.120# 1.028# 0.719$ 0.943$ 3.707# 128.4 " 45.02 # 163.3 " 278.0 " 105.0 " 18.77 # 509.4 11
12 2.395# 1.094# 0.723$ 0.917$ 6.026# 107.1 " 43.26 # 152.8 " 227.8 " 134.2 " 17.03 # 344.1 " 12
13 2.379# 1.189# 0.818$ 0.897$ 12.16 # 115.0 " 57.20 " 158.1 " 191.1 " 137.5 " 15.58 # 224.0 " 13
14 2.463# 1.128# 0.791$ 0.977# 15.69 # 167.3 " 57.51 " 159.2 " 155.5 " 106.2 " 14.43 # 138.0 " 14
15 2.412# 0.933$ 1.016# 1.031# 11.08 # 171.5 " 67.04 " 165.1 " 123.7 " 107.6 " 14.48 # 87.20 " 15
16 2.155# 0.899$ 1.036# 1.108# 8.370# 162.4 " 62.38 " 186.5 " 106.4 " 108.7 " 15.02 # 61.30 " 16
17 2.008# 0.821$ 1.047# 1.238# 6.746# 122.1 " 51.01 " 136.8 " 90.41 " 81.99 " 19.29 # 47.31 " 17
18 1.863# 0.892$ 0.903$ 1.140# 5.373# 85.40 " 44.48 # 107.4 " 78.82 " 70.13 " 30.68 # 39.71 # 18
19 1.749# 0.981# 0.860$ 1.122# 4.401# 60.72 " 40.43 # 112.4 " 70.94 " 60.18 " 29.78 # 35.18 # 19
20 1.596# 0.904$ 0.807$ 1.105# 4.522# 48.15 " 36.52 # 112.9 " 62.75 " 53.54 " 28.76 # 31.73 # 20
21 1.433# 0.850$ 0.801$ 1.085# 4.813# 41.86 # 37.79 # 109.8 " 55.59 " 54.23 " 30.01 # 28.91 # 21
22 1.486# 0.832$ 0.830$ 1.116# 4.696# 37.68 # 46.52 # 96.35 " 108.6 " 130.3 " 27.60 # 25.79 # 22
23 1.460# 0.874$ 0.860$ 1.076# 4.305# 33.60 # 42.96 # 81.95 " 377.3 " 137.2 " 26.11 # 22.33 # 23
24 1.767# 1.016# 0.889$ 1.190# 4.876# 30.90 # 38.31 # 118.3 " 361.0 " 139.7 " 33.97 # 19.88 # 24
25 1.956# 1.111# 0.917$ 1.562# 7.307# 28.94 # 34.38 # 133.0 " 227.8 " 116.0 " 33.79 # 18.08 # 25
26 1.836# 1.115# 0.945$ 1.564# 7.844# 28.12 # 32.53 # 101.0 " 166.4 " 85.45 " 29.41 # 16.76 # 26
27 1.794# 1.004# 0.972$ 1.433# 7.359# 26.99 # 31.95 # 88.41 " 140.8 " 71.40 " 24.76 # 15.63 # 27
28 1.777# 0.916$ 0.996$ 1.351# 6.373# 24.68 # 30.43 # 75.94 " 130.0 " 61.33 " 22.24 # 14.57 # 28
29 1.668# 1.020$ 1.343# 5.869# 23.17 # 29.40 # 148.9 " 238.7 " 57.62 " 20.15 # 14.00 # 29
30 1.618# 1.044$ 1.307# 5.364# 23.38 # 31.75 # 499.8 816.7 49.48 " 18.75 # 13.20 # 30
31 1.747# 1.068$ 4.881# 51.27 # 350.0 " 43.16 # 12.35 # 31
Mean 1.932# 1.112$ 0.905$ 1.175$ 5.679# 56.26 # 39.58 # 137.6 # 212.1 " 156.5 # 25.23 # 162.3 #
Median 1.863# 1.045$ 0.901$ 1.120$ 5.364# 32.25 # 37.79 # 112.9 # 164.1 " 110.6 # 26.05 # 35.18 #
Maximum 2.463# 1.989$ 1.068$ 1.564$ 15.69 # 171.5 # 67.04 # 499.8 # 816.7 " 634.3 # 38.54 # 730.6 #
Minimum 1.433# 0.821$ 0.719$ 0.897$ 1.258# 4.743# 22.45 # 44.67 # 55.59 " 43.16 # 14.43 # 12.35 #
Total 59.89 # 31.12 $ 28.06 $ 35.24 $ 176.1 #1688 #1227 #4265 #6362 "4853 # 756.9 #5032 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 67.16 $ " ... Relative Uncertainty +/-10%
Ann. Median 22.45 $ # ... Relative Uncertainty +/-15%
Annual Total 24514 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 816.7 $ 0.719$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 11.64 # 1.988# 0.943$ 1.141# 83.47 " 10.38 # 37.59 # 182.0 " 383.3 114.5 " 141.8 " 9.578# 1
2 10.86 # 1.851# 0.863$ 1.081# 71.41 " 10.24 # 42.13 # 213.6 " 559.7 98.79 " 204.1 " 9.168# 2
3 10.18 # 1.724# 0.846$ 1.027# 60.94 " 11.22 # 46.70 " 158.8 " 579.7 85.17 " 168.4 " 8.763# 3
4 9.631# 1.695# 0.862$ 1.064# 44.93 # 14.04 # 43.58 # 184.4 " 533.0 73.80 " 128.7 " 8.270# 4
5 9.092# 1.645# 0.918$ 0.974$ 36.13 # 18.86 # 53.41 " 405.3 " 477.0 65.97 " 89.38 " 7.670# 5
6 8.555# 1.540# 0.886$ 0.975$ 32.13 # 26.36 # 67.74 " 340.1 " 392.3 100.1 " 69.48 " 7.043# 6
7 7.970# 1.427# 0.895$ 1.054# 29.01 # 29.67 # 94.22 " 318.4 " 326.9 " 174.6 " 53.60 " 6.499# 7
8 7.394# 1.350# 0.924$ 1.132# 27.82 # 23.31 # 101.7 " 334.7 283.2 " 158.5 " 45.62 # 5.823# 8
9 6.939# 1.198$ 1.095# 1.259# 23.25 # 21.46 # 93.92 " 309.5 " 248.2 " 155.3 " 39.23 # 5.164# 9
10 7.091# 1.122# 1.119# 1.207# 20.19 # 23.74 # 97.25 " 447.8 " 206.9 " 137.8 " 34.68 # 4.458# 10
11 6.780# 1.127# 1.119# 1.151# 20.92 # 36.29 # 124.5 " 558.6 165.5 " 118.6 " 31.01 # 3.823# 11
12 6.577# 1.159# 1.118# 1.130# 19.95 # 38.27 # 186.3 " 413.2 139.3 " 104.0 " 27.28 # 3.283# 12
13 6.102# 1.154# 1.025# 1.165# 17.87 # 37.72 # 251.0 " 360.1 120.3 " 87.18 " 23.79 # 2.916# 13
14 5.416# 1.110# 0.982# 1.163# 16.42 # 42.77 # 224.0 " 278.3 " 123.5 " 74.55 " 20.75 # 2.693# 14
15 5.115# 1.069# 1.010$ 1.122# 18.53 # 67.33 " 310.1 " 258.5 " 422.8 " 62.78 " 18.26 # 2.502# 15
16 4.742# 1.573# 1.034# 2.884# 20.07 # 47.90 # 337.2 290.3 " 572.7 53.47 " 16.15 # 2.353# 16
17 4.386# 1.162# 1.249# 5.774# 18.93 # 36.96 # 367.7 264.6 " 620.2 51.55 " 14.69 # 2.243# 17
18 4.221# 1.241# 1.147# 11.93 # 21.33 # 56.65 # 419.1 248.6 " 712.8 115.3 " 14.00 # 2.095# 18
19 3.965# 1.808# 1.066# 10.11 # 21.33 # 104.9 " 352.8 " 212.8 " 617.4 123.5 " 13.34 # 2.025# 19
20 3.425# 1.708# 1.016# 6.696# 19.00 # 93.11 " 261.5 " 181.5 " 576.9 104.6 " 12.23 # 1.880# 20
21 3.174# 1.527# 1.105# 327.5 # 20.34 # 106.9 " 232.1 " 150.7 " 467.5 97.02 " 11.25 # 1.871# 21
22 2.994# 1.454# 1.542# 600.9 20.17 # 89.24 " 204.9 " 176.6 " 347.7 " 88.15 " 12.05 # 1.772# 22
23 2.900# 1.323# 2.083# 507.0 18.09 # 94.17 " 183.7 " 165.3 " 277.8 " 74.00 " 13.95 # 1.749# 23
24 2.701# 1.291# 2.285# 389.6 16.61 # 85.39 " 159.8 " 131.8 " 233.2 " 61.28 " 15.49 # 1.747# 24
25 2.573# 1.269# 2.914# 305.2 " 15.02 # 85.37 " 178.3 " 112.6 " 208.7 " 51.05 " 15.05 # 1.648# 25
26 2.385# 1.218# 2.447# 222.5 " 13.95 # 68.93 " 152.4 " 115.1 " 209.6 " 44.47 # 13.76 # 1.626# 26
27 2.240# 1.173# 1.925# 174.5 " 13.03 # 55.11 " 217.4 " 260.8 " 226.5 " 40.10 # 12.82 # 1.982# 27
28 2.061# 1.117# 1.542# 133.7 " 12.20 # 45.52 # 185.7 " 313.3 " 199.4 " 43.27 # 11.84 # 2.405# 28
29 2.049# 1.362# 149.0 " 11.66 # 40.47 # 150.5 " 318.8 " 174.6 " 100.1 " 10.92 # 2.254# 29
30 1.995# 1.249# 120.9 " 11.29 # 37.39 # 145.7 " 387.8 139.9 " 83.16 " 10.01 # 2.822# 30
31 1.924# 1.229# 10.79 # 162.9 " 375.3 67.05 " 2.726# 31
Mean 5.390# 1.394$ 1.284$ 99.49 $ 25.38 # 48.65 # 177.0 # 273.2 " 351.6 " 90.63 # 43.12 # 3.898#
Median 4.742# 1.307$ 1.105$ 2.071$ 20.07 # 39.37 # 162.9 # 264.6 " 305.0 " 87.18 # 17.20 # 2.693#
Maximum 11.64 # 1.988$ 2.914$ 600.9 $ 83.47 # 106.9 # 419.1 # 558.6 " 712.8 " 174.6 # 204.1 # 9.578#
Minimum 1.924# 1.069$ 0.846$ 0.974$ 10.79 # 10.24 # 37.59 # 112.6 " 120.3 " 40.10 # 10.01 # 1.626#
Total 167.1 # 39.02$ 39.80$ 2985 $ 786.8 # 1460 # 5486 # 8469 "10547 " 2810 # 1294 # 120.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 93.71 $ " ... Relative Uncertainty +/-10%
Ann. Median 20.92 $ # ... Relative Uncertainty +/-15%
Annual Total 34203 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 712.8 $ 0.846$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 2.322# 0.870$ 0.947$ 7.184# 2.040# 13.83 # 145.1 " 199.1 " 567.5 1777 782.3 36.48 # 1
2 2.150# 1.029# 0.874$ 6.288# 1.867# 19.95 # 104.0 " 190.2 " 444.2 1445 572.1 34.18 # 2
3 1.946# 1.098# 0.752$ 4.205# 1.763# 31.27 # 89.55 " 678.5 " 363.4 1193 406.4 29.33 # 3
4 1.819# 1.024# 0.730$ 3.471# 1.654# 39.35 # 93.44 "1062 322.6 1087 294.7 " 25.43 # 4
5 1.589# 0.985# 0.719$ 3.071# 1.647# 31.85 # 97.22 "1186 330.1 1177 223.2 " 22.38 # 5
6 1.490# 1.003# 0.733$ 3.898# 1.688# 35.28 # 157.5 "1117 313.4 " 949.2 168.1 " 20.71 # 6
7 1.425# 1.128# 0.720$ 4.037# 1.642# 35.54 # 184.5 " 930.7 284.3 " 739.8 131.8 " 20.60 # 7
8 1.323# 1.219# 0.701$ 3.933# 1.643# 28.93 # 194.1 " 932.0 270.5 " 574.2 107.1 " 21.51 # 8
9 1.275# 1.514# 0.796$ 3.356# 1.747# 25.54 # 180.3 " 668.7 330.6 " 462.1 89.18 " 20.55 # 9
10 1.286# 1.484# 0.867$ 2.620# 1.734# 25.17 # 189.3 " 469.0 444.2 373.9 75.43 " 18.76 # 10
11 1.277# 1.369# 0.902$ 2.596# 1.788# 36.91 # 344.4 " 360.9 1001 302.4 " 63.10 " 17.14 # 11
12 1.234# 1.944# 0.832$ 9.946# 3.497# 50.45 # 311.2 " 334.3 1398 249.6 " 53.18 " 16.28 # 12
13 1.252# 2.292# 0.816$ 12.42 # 6.335# 37.67 # 307.9 " 316.5 "1625 229.4 " 46.26 " 15.66 # 13
14 1.131# 2.049# 0.819$ 9.226# 6.307# 33.87 # 270.8 " 317.3 "1390 229.0 " 42.24 # 14.76 # 14
15 1.052# 2.261# 0.708$ 6.735# 6.747# 32.12 # 273.3 " 298.4 " 998.0 203.1 " 40.24 # 14.10 # 15
16 1.086# 2.385# 0.717$ 5.233# 9.077# 30.05 # 251.2 " 330.8 " 758.6 167.3 " 37.83 # 13.52 # 16
17 1.075# 5.038# 0.736$ 4.567# 12.40 # 26.99 # 248.4 " 480.5 570.9 143.2 " 36.04 # 12.86 # 17
18 1.116# 5.688# 0.787$ 5.035# 16.04 # 23.80 # 200.3 " 581.4 434.8 157.7 " 54.06 # 12.88 # 18
19 1.083# 5.287# 0.720$ 4.477# 23.62 # 21.17 # 157.8 " 530.9 347.7 161.5 " 98.19 " 13.44 # 19
20 1.013# 3.279# 0.696$ 4.075# 15.56 # 19.18 # 141.8 " 501.3 362.3 " 139.2 " 116.9 " 14.10 # 20
21 1.015$ 2.381# 0.613$ 3.475# 13.48 # 18.43 # 167.2 " 652.2 609.1 120.5 " 84.55 " 13.59 # 21
22 1.089# 1.834# 0.654$ 3.105# 13.67 # 18.63 # 274.1 "1460 1218 104.9 " 61.78 " 12.50 # 22
23 0.937$ 1.313# 0.731$ 2.762# 13.84 # 19.55 # 341.2 5846 "2119 92.39 " 51.47 " 11.54 # 23
24 0.966# 1.099# 0.826$ 2.670# 12.93 # 20.99 # 353.2 4044 2002 83.29 " 48.46 " 10.83 # 24
25 0.967$ 1.068# 0.849$ 2.567# 11.99 # 27.84 # 374.0 4463 1333 74.33 " 44.25 " 10.15 # 25
26 0.704$ 1.039# 0.873$ 2.471# 11.19 # 41.79 # 337.8 4232 1011 65.18 " 44.07 " 9.381# 26
27 0.666$ 1.001# 0.924$ 2.462# 9.995# 43.02 # 312.3 "2569 811.7 407.2 " 41.72 # 8.605# 27
28 0.674$ 0.936$ 1.123# 2.368# 8.855# 47.81 # 291.9 "1612 654.2 2439 37.46 # 8.093# 28
29 0.693$ 4.576# 2.294# 7.803# 69.22 " 256.8 "1196 583.0 2657 33.47 # 7.382# 29
30 0.689$ 4.980# 2.226# 8.999# 120.8 " 223.6 " 927.5 1278 1764 31.87 # 7.466# 30
31 0.966$ 7.504# 11.13 # 210.0 " 733.1 1135 7.480# 31
Mean 1.204$ 1.915$ 1.265$ 4.426# 7.829# 34.23 # 228.5 "1265 " 805.9 " 667.8 " 130.6 # 16.18 #
Median 1.089$ 1.341$ 0.796$ 3.687# 7.803# 30.66 # 223.6 " 678.5 " 596.0 " 302.4 " 57.92 # 14.10 #
Maximum 2.322$ 5.688$ 7.504$ 12.42 # 23.62 # 120.8 # 374.0 "5846 "2119 "2657 " 782.3 # 36.48 #
Minimum 0.666$ 0.870$ 0.613$ 2.226# 1.642# 13.83 # 89.55 " 190.2 " 270.5 " 65.18 " 31.87 # 7.382#
Total 37.31$ 53.61$ 39.22$ 132.8 # 242.7 # 1027 # 7084 "39221 "24176 "20703 " 3918 # 501.7 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 266.1 $ " ... Relative Uncertainty +/-10%
Ann. Median 21.17 $ # ... Relative Uncertainty +/-15%
Annual Total 97136 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 5846 $ 0.613$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 7.186# 3.798# 3.178# 2.235# 2.537# 14.31 # 125.8 " 130.5 " 757.8 48.58 " 11.55 # 6.886# 1
2 6.828# 3.684# 3.140# 2.039# 2.385# 12.19 # 164.1 " 231.9 " 589.9 47.18 " 11.47 # 6.265# 2
3 6.441# 3.269# 3.035# 1.988# 2.142# 10.21 # 284.0 " 245.8 " 447.6 42.91 # 11.91 # 5.607# 3
4 5.973# 2.963# 2.979# 1.960# 2.064# 9.596# 333.8 " 270.1 " 351.1 39.63 # 12.79 # 5.111# 4
5 5.821# 2.715# 2.878# 1.851# 2.002# 11.78 # 203.4 " 304.1 " 298.6 " 36.99 # 12.66 # 5.702# 5
6 5.857# 2.438# 2.804# 1.467# 1.910# 32.64 # 149.8 " 436.2 334.8 " 37.07 # 11.70 # 5.493# 6
7 5.844# 2.290# 3.273# 1.294# 1.907# 26.45 # 267.9 " 400.9 459.4 39.43 # 10.65 # 5.400# 7
8 5.701# 2.174# 3.961# 1.223# 2.242# 30.13 # 496.4 373.7 486.0 37.47 # 9.886# 4.801# 8
9 5.531# 2.200# 4.069# 1.286# 2.482# 41.35 # 417.3 329.0 " 458.9 34.36 # 10.15 # 4.132# 9
10 5.105# 2.350# 4.636# 1.324# 3.592# 28.95 # 387.6 286.4 " 469.7 32.21 # 11.83 # 3.554# 10
11 4.505# 2.393# 4.280# 1.266# 4.549# 69.88 # 345.7 254.8 " 420.6 30.04 # 14.08 # 3.012# 11
12 4.104# 2.261# 3.746# 1.381# 4.349# 71.36 " 331.3 270.0 " 345.5 " 31.00 # 14.40 # 2.684# 12
13 4.002# 2.119# 3.448# 2.155# 4.028# 78.11 " 345.1 280.6 " 274.6 " 34.33 # 13.45 # 2.528# 13
14 3.668# 2.011# 3.177# 3.438# 4.220# 48.14 # 286.3 " 366.9 " 214.7 " 34.09 # 11.93 # 2.341# 14
15 3.568# 1.979# 3.152# 3.653# 4.076# 56.78 # 226.0 " 466.5 170.1 " 31.86 # 10.45 # 2.330# 15
16 3.558# 2.144# 6.851# 3.080# 5.182# 92.82 " 170.3 " 410.8 140.8 " 30.14 # 9.399# 2.304# 16
17 3.295# 3.593# 7.309# 2.799# 7.763# 140.9 " 129.8 " 351.6 119.4 " 28.84 # 9.333# 2.112# 17
18 2.981# 8.682# 6.905# 2.720# 10.87 # 119.9 " 105.0 " 450.1 102.9 " 26.66 # 9.237# 1.990# 18
19 2.820# 14.56 # 5.712# 2.701# 10.69 # 106.0 " 88.99 " 396.3 89.91 " 24.59 # 8.666# 1.835# 19
20 2.608# 12.43 # 4.894# 2.673# 9.385# 90.67 " 77.78 " 331.4 " 79.78 " 23.16 # 7.975# 1.784# 20
21 2.508# 9.791# 4.287# 3.531# 9.062# 69.29 " 74.13 " 317.2 " 71.98 " 22.19 # 7.315# 1.726# 21
22 2.576# 7.765# 3.824# 3.942# 22.37 # 86.30 " 84.28 " 273.4 " 70.48 " 21.16 # 6.457# 1.643# 22
23 2.429# 6.340# 3.481# 3.757# 28.70 # 120.9 " 86.63 " 264.8 " 66.91 " 20.13 # 6.602# 1.547# 23
24 2.377# 5.286# 3.137# 3.486# 16.45 # 90.07 " 81.23 " 364.0 " 59.96 " 19.17 # 9.597# 1.406# 24
25 2.250# 4.613# 2.845# 3.189# 12.57 # 76.86 " 126.2 " 607.9 54.82 " 17.99 # 10.73 # 1.339# 25
26 2.314# 4.250# 2.544# 2.815# 10.39 # 69.67 " 122.1 " 954.4 54.78 " 16.62 # 9.699# 1.226# 26
27 2.384# 3.839# 2.306# 2.557# 8.834# 124.9 " 121.1 "1257 56.21 " 15.34 # 8.675# 1.123# 27
28 2.353# 3.561# 2.308# 2.433# 8.203# 225.1 " 119.6 "1386 50.92 " 14.30 # 7.692# 1.073# 28
29 2.347# 3.255# 2.186# 2.448# 8.090# 125.6 " 103.4 "1255 49.79 " 13.36 # 7.092# 1.152# 29
30 2.480# 2.104# 2.548# 8.173# 126.5 " 112.5 "1090 47.87 " 12.56 # 7.492# 1.205# 30
31 3.296# 2.115# 10.23 # 136.1 " 958.0 11.94 # 1.085# 31
Mean 3.958# 4.440# 3.696# 2.441# 7.466# 73.58 # 196.9 " 494.0 " 239.9 " 28.23 # 10.16 # 2.916#
Median 3.558# 3.269# 3.178# 2.498# 5.182# 70.62 # 136.1 " 364.0 " 155.4 " 30.04 # 10.02 # 2.304#
Maximum 7.186# 14.56 # 7.309# 3.942# 28.70 # 225.1 # 496.4 "1386 " 757.8 " 48.58 # 14.40 # 6.886#
Minimum 2.250# 1.979# 2.104# 1.223# 1.907# 9.596# 74.13 " 130.5 " 47.87 " 11.94 # 6.457# 1.073#
Total 122.7 # 128.8 # 114.6 # 73.24# 231.4 # 2207 # 6104 "15315 " 7196 " 875.3 # 304.9 # 90.40#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 89.52 # " ... Relative Uncertainty +/-10%
Ann. Median 9.392# # ... Relative Uncertainty +/-15%
Annual Total 32763 #
Maximum Minimum
Daily 1386 # 1.073#
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 0.988# 0.576$ 0.564$ 44.70 # 122.8 " 163.6 " 637.9 175.1 " 394.0 827.9 263.3 " 28.80 # 1
2 1.137# 0.540$ 0.525$ 334.2 " 94.30 " 133.7 " 579.2 281.6 " 349.1 852.9 196.6 " 27.59 # 2
3 1.184# 0.707$ 0.490$ 153.0 " 80.62 " 124.4 " 556.9 411.6 307.8 " 856.7 155.6 " 26.23 # 3
4 1.094# 0.613$ 0.499$1791 " 74.55 " 181.8 " 536.7 463.2 275.2 " 740.5 129.3 " 25.73 # 4
5 1.101# 0.622$ 0.499$3577 71.52 " 167.2 " 704.2 437.0 264.5 " 621.1 121.7 " 24.77 # 5
6 1.040# 0.725$ 0.470$1913 117.6 " 160.9 " 872.4 400.5 532.0 " 639.6 117.9 " 25.00 # 6
7 1.070# 0.605$ 0.452$1029 124.8 " 408.4 "1099 360.5 874.7 689.2 98.38 " 25.39 # 7
8 1.180# 0.680$ 0.465$ 649.0 119.6 " 424.8 1010 331.7 "1168 739.7 97.00 " 23.97 # 8
9 1.154# 0.710$ 0.545$ 439.9 119.7 " 591.1 883.9 286.7 "1432 698.6 111.9 " 21.64 # 9
10 0.971$ 0.649$ 1.003$ 309.7 " 108.2 " 996.6 754.6 347.5 "1369 629.3 108.1 " 19.61 # 10
11 0.787$ 0.712$ 1.285# 222.5 " 84.05 "1259 626.7 380.5 1217 563.0 90.21 " 21.24 # 11
12 0.692$ 0.606$ 0.928$ 164.7 " 68.07 "1975 510.5 310.8 " 998.6 502.2 78.21 " 27.68 # 12
13 0.669$ 0.608$ 0.771$ 118.9 " 60.15 "2214 508.0 316.5 " 844.9 435.3 70.23 " 26.65 # 13
14 0.658$ 1.083$ 0.804$ 87.27 " 48.49 "2522 648.9 656.5 789.5 356.8 63.97 " 24.49 # 14
15 0.654$ 1.524# 0.766$ 65.04 " 42.81 #2289 665.4 781.2 690.4 301.7 " 56.04 " 21.81 # 15
16 0.637$ 0.955$ 0.815$ 52.79 " 82.47 #1863 691.4 793.0 598.4 253.1 " 49.50 " 19.92 # 16
17 0.609$ 0.758$ 0.795$ 44.51 # 197.7 "1401 621.5 1179 547.6 272.6 " 44.88 " 18.40 # 17
18 0.575$ 0.776$ 0.766$ 38.59 # 146.2 "1675 537.0 1609 619.0 391.6 41.21 # 16.88 # 18
19 0.624$ 0.753$ 0.842$ 33.40 # 457.7 "1744 465.5 1875 617.7 431.6 37.28 # 16.06 # 19
20 0.632$ 0.686$ 0.778$ 29.92 # 567.2 1594 394.8 1511 617.5 351.5 " 33.44 # 15.36 # 20
21 0.621$ 0.664$ 0.732$ 34.60 # 920.8 1402 416.8 1312 745.8 272.3 " 30.31 # 13.98 # 21
22 0.625$ 0.895$ 0.732$ 138.3 "1324 1330 481.7 1218 982.0 302.9 " 27.61 # 13.00 # 22
23 0.602$ 0.982# 0.654$ 102.2 "1574 1289 452.2 1023 936.1 281.8 " 26.02 # 12.88 # 23
24 0.614$ 0.897$ 0.588$ 108.6 "1139 1339 445.9 839.2 834.3 264.7 " 24.58 # 12.13 # 24
25 0.612$ 0.760$ 0.582$ 237.4 " 861.1 1309 411.2 697.0 688.0 244.0 " 22.69 # 11.72 # 25
26 0.602$ 0.713$ 0.668$ 310.1 " 663.8 1222 360.7 579.3 581.3 239.6 " 20.40 # 11.03 # 26
27 0.600$ 0.662$ 0.836$ 276.8 " 510.6 1032 328.7 " 490.0 533.1 229.1 " 21.65 # 10.11 # 27
28 0.603$ 0.586$ 1.025# 255.6 " 392.9 847.1 290.9 " 420.0 634.9 228.4 " 29.07 # 9.304# 28
29 0.571$ 0.886$ 205.2 " 313.6 " 731.2 256.9 " 374.7 685.7 211.5 " 30.52 # 8.538# 29
30 0.585$ 0.867$ 161.1 " 257.4 " 678.8 227.5 " 394.9 747.4 173.3 " 29.59 # 7.971# 30
31 0.618$ 9.452# 206.9 " 197.9 " 421.8 245.4 " 7.524# 31
Mean 0.778$ 0.752$ 1.003$ 430.9 # 353.3 #1102 " 554.0 " 667.0 " 729.2 " 446.7 " 74.24 # 18.56 #
Median 0.637$ 0.708$ 0.766$ 162.9 # 124.8 #1240 " 536.7 " 437.0 " 686.8 " 356.8 " 52.77 # 19.61 #
Maximum 1.184$ 1.524$ 9.452$3577 #1574 #2522 "1099 "1875 "1432 " 856.7 " 263.3 # 28.80 #
Minimum 0.571$ 0.540$ 0.452$ 29.92 # 42.81 # 124.4 " 197.9 " 175.1 " 264.5 " 173.3 " 20.40 # 7.524#
Total 24.11$ 21.05$ 31.08$12927 #10952 #33069 "17175 "20678 "21875 "13848 " 2227 # 575.4 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 365.5 $ " ... Relative Uncertainty +/-10%
Ann. Median 160.9 $ # ... Relative Uncertainty +/-15%
Annual Total 133403 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 3577 $ 0.452$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 7.067# 5.044# 1.413# 3.677# 8.628# 17.89 # 21.58 # 88.04 " 69.09 " 27.48 # 11.68 # 2.517# 1
2 6.577# 4.499# 1.408# 4.067# 7.722# 13.96 # 24.66 # 96.82 " 61.79 " 25.21 # 10.74 # 2.420# 2
3 6.192# 4.180# 1.464# 4.155# 7.262# 11.92 # 18.41 # 81.98 " 54.60 " 24.79 # 9.937# 2.495# 3
4 6.114# 3.855# 1.383# 4.339# 6.909# 10.62 # 16.88 # 68.83 " 61.99 " 35.34 # 8.906# 2.549# 4
5 6.180# 3.433# 1.305# 4.433# 6.996# 9.688# 19.08 # 60.21 " 100.2 " 42.98 # 8.029# 2.329# 5
6 6.173# 2.986# 1.280# 4.434# 8.635# 9.095# 18.27 # 53.85 " 78.38 " 38.18 # 7.151# 1.993# 6
7 6.016# 4.823# 1.272# 4.341# 12.86 # 10.11 # 16.22 # 53.63 " 65.73 " 32.21 # 7.327# 1.736# 7
8 5.963# 4.273# 1.215# 3.957# 10.81 # 11.23 # 14.72 # 61.08 " 57.94 " 27.77 # 9.833# 1.876# 8
9 5.586# 3.815# 1.211# 3.656# 8.851# 10.97 # 15.53 # 75.76 " 53.11 " 24.25 # 11.58 # 1.679# 9
10 5.179# 3.703# 1.209# 3.568# 7.858# 10.80 # 40.42 # 56.92 " 48.25 " 24.63 # 11.37 # 1.502# 10
11 4.723# 3.348# 1.144# 3.665# 7.224# 10.21 # 98.08 " 51.58 " 49.26 " 25.06 # 11.91 # 1.452# 11
12 4.293# 2.979# 1.000# 3.690# 6.754# 9.397# 51.51 " 55.75 " 65.16 " 26.24 # 12.11 # 1.401# 12
13 4.196# 2.723# 0.924$ 3.959# 6.115# 8.993# 39.32 # 59.76 " 75.09 " 28.08 # 10.66 # 1.424# 13
14 4.315# 2.593# 0.905$ 4.332# 5.575# 8.463# 31.58 # 50.02 " 61.06 " 27.37 # 8.393# 1.352# 14
15 4.241# 2.636# 0.957# 4.598# 5.509# 8.024# 32.72 # 49.94 " 74.92 " 25.78 # 6.636# 1.208# 15
16 4.218# 2.667# 0.936$ 5.734# 5.359# 7.666# 31.14 # 98.60 " 67.98 " 25.07 # 5.768# 1.181# 16
17 4.288# 2.533# 0.987# 5.151# 5.311# 7.311# 26.78 # 82.44 " 57.88 " 23.19 # 6.229# 1.243# 17
18 4.312# 2.345# 1.029# 4.793# 5.680# 7.251# 24.67 # 64.82 " 53.49 " 21.06 # 6.322# 1.231# 18
19 4.013# 2.108# 1.025# 5.133# 7.299# 7.385# 21.82 # 82.06 " 57.78 " 19.37 # 6.690# 1.211# 19
20 4.008# 1.963# 1.082# 4.857# 9.210# 8.348# 20.24 # 99.19 " 56.90 " 18.18 # 6.105# 1.228# 20
21 3.631# 1.935# 1.070# 5.097# 8.736# 10.42 # 119.6 # 84.95 " 54.33 " 17.07 # 5.005# 1.264# 21
22 3.118# 1.781# 1.210# 6.354# 7.547# 10.66 # 111.4 " 116.6 " 75.67 " 18.16 # 4.320# 1.225# 22
23 2.963# 1.640# 8.525# 6.920# 8.206# 11.46 # 57.40 " 144.9 " 59.15 " 18.30 # 4.059# 1.093# 23
24 2.854# 1.591# 10.85 # 7.397# 19.21 # 10.61 # 48.46 " 134.5 " 49.86 " 17.44 # 3.821# 0.973# 24
25 4.018# 1.511# 10.52 # 6.847# 21.51 # 9.629# 81.10 " 143.3 " 44.32 # 15.97 # 3.411# 0.864$ 25
26 4.862# 1.476# 9.139# 8.227# 14.07 # 10.29 # 71.64 " 133.0 " 40.64 # 14.95 # 2.923# 0.805$ 26
27 4.934# 1.439# 7.396# 11.26 # 11.26 # 16.29 # 65.64 " 114.1 " 38.69 # 14.63 # 2.664# 0.752$ 27
28 4.932# 1.463# 6.176# 12.25 # 9.798# 35.35 # 181.9 " 94.23 " 35.55 # 13.39 # 2.472# 0.705$ 28
29 5.112# 5.154# 10.70 # 9.663# 33.96 # 126.5 " 79.37 " 32.25 # 13.98 # 2.518# 0.672$ 29
30 5.916# 4.302# 10.18 # 13.24 # 20.66 # 135.2 " 63.58 " 29.79 # 14.51 # 2.588# 0.652$ 30
31 5.362# 3.764# 22.77 # 96.41 " 66.97 " 13.04 # 0.626$ 31
Mean 4.882# 2.834# 2.944$ 5.726# 9.567# 12.29 # 54.16 # 82.80 " 57.70 # 23.02 # 7.039# 1.408$
Median 4.862# 2.651# 1.272$ 4.696# 8.206# 10.35 # 32.72 # 79.37 " 57.83 # 24.25 # 6.663# 1.243$
Maximum 7.067# 5.044# 10.85 $ 12.25 # 22.77 # 35.35 # 181.9 # 144.9 " 100.2 # 42.98 # 12.11 # 2.549$
Minimum 2.854# 1.439# 0.905$ 3.568# 5.311# 7.251# 14.72 # 49.94 " 29.79 # 13.04 # 2.472# 0.626$
Total 151.4 # 79.34 # 91.26 $ 171.8 # 296.6 # 368.6 #1679 #2567 "1731 # 713.7 # 211.2 # 43.66 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.20 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.227$ # ... Relative Uncertainty +/-15%
Annual Total 8104 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 181.9 $ 0.626$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 0.596$ 0.619$ 0.936$ 0.558$ 5.415# 7.947# 12.67 # 141.1 " 228.0 " 136.4 " 72.24 " 4.236# 1
2 0.706$ 0.562$ 0.963$ 0.616$ 4.453# 6.864# 24.71 # 175.3 " 270.1 " 115.0 " 59.02 " 3.890# 2
3 1.253# 0.508$ 0.787$ 0.624$ 4.972# 5.935# 57.08 # 148.3 " 241.9 " 94.63 " 47.47 " 3.987# 3
4 1.204# 0.482$ 0.642$ 0.586$ 4.447# 5.186# 41.38 # 147.9 " 217.9 " 78.52 " 41.44 # 4.105# 4
5 1.016# 0.466$ 0.552$ 0.569$ 3.930# 4.668# 28.82 # 130.9 " 222.3 " 67.32 " 36.69 # 5.522# 5
6 0.880$ 0.471$ 0.516$ 0.579$ 3.195# 4.242# 21.73 # 142.9 " 173.7 " 60.03 " 32.51 # 10.35 # 6
7 0.770$ 0.488$ 0.482$ 0.583$ 2.730# 3.788# 17.79 # 257.1 " 130.6 " 52.35 " 32.54 # 13.34 # 7
8 0.753$ 0.504$ 0.509$ 0.776$ 2.372# 3.600# 16.20 # 167.8 " 371.3 " 48.00 " 29.09 # 10.96 # 8
9 1.046$ 0.523$ 0.547$ 0.886$ 2.072# 3.751# 18.74 # 127.7 " 409.7 45.14 " 25.44 # 8.813# 9
10 1.735# 0.518$ 0.567$ 0.835$ 1.907# 3.581# 37.23 # 115.0 " 260.4 " 44.99 " 22.74 # 7.201# 10
11 1.624# 0.515$ 0.523$ 0.995# 1.832# 3.562# 42.18 # 104.1 " 211.9 " 43.63 # 20.58 # 5.993# 11
12 1.371# 0.490$ 0.517$ 0.968$ 1.877# 3.660# 33.99 # 88.57 " 215.0 " 39.94 # 18.46 # 5.038# 12
13 1.246# 0.485$ 0.518$ 0.810$ 2.071# 4.085# 28.67 # 80.66 " 399.5 36.30 # 16.47 # 4.459# 13
14 1.144# 0.499$ 0.504$ 0.772$ 2.075# 5.230# 24.95 # 86.33 " 383.6 32.88 # 15.06 # 3.854# 14
15 1.085# 0.544$ 0.514$ 1.353$ 2.075# 6.831# 21.80 # 91.44 " 546.5 30.27 # 13.95 # 3.479# 15
16 1.027# 0.666$ 0.504$ 2.858# 2.075# 7.269# 20.06 # 104.1 " 455.3 27.63 # 12.65 # 3.417# 16
17 0.944# 0.710$ 0.515$ 1.604# 2.131# 6.936# 19.26 # 82.18 " 396.2 26.38 # 11.42 # 6.049# 17
18 0.936# 0.629$ 0.512$ 1.210# 2.384# 6.184# 18.17 # 69.35 " 337.1 29.32 # 10.61 # 10.84 # 18
19 0.935# 0.590$ 0.571$ 0.993# 2.527# 5.688# 16.67 # 65.22 " 301.4 " 29.56 # 10.08 # 15.38 # 19
20 0.883$ 0.611$ 0.585$ 1.843# 3.172# 5.359# 17.29 # 149.1 " 240.7 " 27.34 # 10.35 # 13.32 # 20
21 0.820$ 0.596$ 0.562$ 2.291# 2.985# 4.952# 19.91 # 118.4 " 183.7 " 30.44 # 9.450# 121.4 # 21
22 0.767$ 0.607$ 0.542$ 2.028# 2.705# 4.653# 22.56 # 97.93 " 156.2 " 36.97 # 8.676# 177.0 " 22
23 0.692$ 0.630$ 0.540$ 1.905# 2.581# 4.754# 27.64 # 134.4 " 136.4 " 36.28 # 7.895# 101.8 " 23
24 0.651$ 0.638$ 0.470$ 2.821# 2.517# 6.704# 41.60 # 113.0 " 124.3 " 33.12 # 7.174# 55.69 " 24
25 0.637$ 0.646$ 0.491$ 2.752# 2.387# 11.57 # 54.66 " 92.38 " 282.9 " 29.86 # 6.794# 37.80 # 25
26 0.590$ 0.619$ 0.816$ 2.653# 4.121# 13.04 # 55.43 " 87.78 " 283.4 " 26.90 # 6.284# 28.49 # 26
27 0.545$ 0.597$ 1.414# 2.227# 5.104# 10.37 # 41.36 # 136.1 " 275.8 " 36.74 # 5.598# 22.45 # 27
28 0.530$ 0.655$ 0.939$ 1.940# 12.39 # 9.670# 57.61 # 127.6 " 227.6 " 63.27 " 5.051# 18.24 # 28
29 0.605$ 0.761$ 2.209# 16.85 # 9.801# 64.53 " 103.9 " 180.2 " 72.38 " 4.795# 15.12 # 29
30 0.643$ 0.636$ 4.238# 13.26 # 10.94 # 64.80 " 310.6 " 154.7 " 67.18 " 4.518# 13.02 # 30
31 0.638$ 0.556$ 9.885# 94.38 " 268.4 " 85.66 " 11.04 # 31
Mean 0.912$ 0.567$ 0.629$ 1.503$ 4.274# 6.361# 34.32 # 131.1 " 267.3 " 51.11 # 20.17 # 24.07 #
Median 0.880$ 0.576$ 0.547$ 1.102$ 2.705# 5.523# 27.64 # 118.4 " 241.3 " 39.94 # 13.30 # 10.84 #
Maximum 1.735$ 0.710$ 1.414$ 4.238$ 16.85 # 13.04 # 94.38 # 310.6 " 546.5 " 136.4 # 72.24 # 177.0 #
Minimum 0.530$ 0.466$ 0.470$ 0.558$ 1.832# 3.562# 12.67 # 65.22 " 124.3 " 26.38 # 4.518# 3.417#
Total 28.27 $ 15.87 $ 19.49 $ 45.08 $ 132.5 # 190.8 #1064 #4066 "8018 "1584 # 605.0 # 746.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 45.25 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.704$ # ... Relative Uncertainty +/-15%
Annual Total 16515 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 546.5 $ 0.466$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 9.131# 0.611$ 0.815$ 3.422# 1.531# 33.70 # 85.09 "1282 72.01 # 205.9 # 114.6 # 657.9 # 1
2 7.837# 0.676$ 0.706$ 1.421# 1.492# 32.60 # 133.1 "1359 70.84 # 193.6 # 103.0 # 563.0 # 2
3 7.246# 0.742$ 0.657$ 0.896$ 1.500# 29.51 # 151.0 "1415 68.98 # 184.3 # 75.72 # 470.4 # 3
4 6.644# 0.812$ 0.628$ 0.720$ 1.516# 34.86 # 140.2 "1327 68.47 # 177.0 # 59.98 # 383.8 # 4
5 5.683# 0.743$ 0.625$ 0.706$ 1.481# 34.04 # 130.6 "1151 68.50 # 188.9 # 54.58 # 331.0 # 5
6 4.650# 0.620$ 0.661$ 0.708$ 1.416# 34.96 # 127.6 " 864.7 68.82 # 192.2 # 53.18 # 296.3 # 6
7 3.919# 0.522$ 0.776$ 0.776$ 1.373# 30.45 # 96.22 " 745.9 69.14 # 168.5 # 104.9 # 262.7 # 7
8 3.355# 0.499$ 0.849$ 1.205# 2.748# 25.75 # 79.55 " 602.6 70.01 # 155.3 # 118.2 # 238.4 # 8
9 2.732# 0.468$ 0.816$ 1.122# 3.965# 23.65 # 73.73 " 467.6 75.92 # 143.9 # 90.27 # 213.3 # 9
10 2.306# 0.445$ 0.819$ 1.194# 4.949# 24.46 # 88.76 " 376.5 83.09 # 129.8 # 80.92 # 191.0 # 10
11 2.011# 0.459$ 0.754$ 1.425# 5.139# 26.53 # 268.2 " 306.1 " 91.87 # 116.3 # 65.99 # 168.8 # 11
12 1.964# 0.506$ 0.741$ 1.384# 4.210# 29.22 # 332.1 " 251.3 " 101.5 # 105.4 # 55.47 # 149.1 # 12
13 1.908# 0.507$ 0.850$ 1.384# 5.218# 25.94 # 263.3 " 202.9 " 114.6 # 95.82 # 48.97 # 133.5 # 13
14 1.577# 0.652$ 0.839$ 1.414# 7.140# 21.40 # 296.5 " 166.5 " 131.7 # 87.30 # 43.74 # 116.9 # 14
15 1.475# 0.934$ 0.734$ 1.328# 8.298# 19.95 # 328.0 140.5 " 140.7 # 78.85 # 43.21 # 102.9 # 15
16 1.304# 0.989# 0.712$ 1.336# 7.524# 40.24 # 464.6 122.6 " 146.8 # 70.64 # 38.36 # 89.96 # 16
17 1.234# 1.079# 0.638$ 2.012# 7.827# 73.38 " 448.2 107.1 " 155.6 # 63.25 # 37.29 # 76.95 # 17
18 1.270# 1.141# 0.667$ 2.385# 7.237# 69.97 " 443.2 93.79 " 174.3 # 56.39 # 36.83 # 62.92 " 18
19 1.421# 1.116# 0.728$ 2.645# 6.791# 39.61 # 892.6 89.05 " 225.0 # 49.91 # 41.14 # 52.41 " 19
20 1.418# 0.995# 0.738$ 9.087# 6.769# 40.93 #1076 95.03 " 234.8 # 44.14 # 67.69 # 45.84 " 20
21 1.310# 0.984# 0.669$ 10.05 # 7.524# 43.88 "1163 85.28 " 244.6 # 39.38 # 285.8 # 58.04 " 21
22 1.116# 0.990# 0.711$ 7.660# 7.666# 46.96 "1140 78.04 " 314.5 # 33.48 # 654.5 # 67.38 " 22
23 1.030# 0.971# 1.147# 5.651# 10.95 # 43.13 #1094 73.24 " 306.9 # 31.74 #1064 # 58.49 " 23
24 1.034# 0.933$ 1.197# 3.844# 16.05 # 38.38 # 989.0 67.56 " 276.8 # 32.06 #2564 # 43.87 # 24
25 0.994# 0.898$ 0.997# 2.850# 17.28 # 34.36 # 843.9 67.57 " 267.7 # 34.83 #2434 # 36.60 # 25
26 0.896$ 0.856$ 0.843$ 2.317# 15.98 # 30.58 # 775.7 67.20 " 272.5 # 38.39 #2091 # 31.57 # 26
27 0.786$ 0.831$ 0.710$ 1.983# 12.58 # 27.99 # 689.8 59.47 # 252.2 # 36.21 #1674 # 28.07 # 27
28 0.699$ 0.894$ 0.621$ 1.797# 14.52 # 43.74 # 608.7 57.31 # 233.9 # 34.78 #1191 # 25.79 # 28
29 0.661$ 0.893$ 0.707$ 1.630# 35.37 # 110.9 " 587.2 58.05 # 224.7 # 106.2 #1056 # 22.86 # 29
30 0.701$ 0.740$ 1.660# 29.53 # 95.90 " 696.7 66.51 # 217.5 # 321.9 # 836.2 # 20.32 # 30
31 0.655$ 1.026$ 25.02 # 1099 73.06 # 173.6 # 18.37 # 31
Mean 2.547$ 0.785$ 0.778$ 2.534$ 9.051# 40.23 # 503.4 " 384.5 # 161.5 # 109.4 # 506.1 # 161.9 #
Median 1.421$ 0.831$ 0.738$ 1.527$ 7.140# 34.20 # 443.2 " 122.6 # 143.7 # 95.82 # 85.60 # 89.96 #
Maximum 9.131$ 1.141$ 1.197$ 10.05 $ 35.37 # 110.9 #1163 "1415 # 314.5 # 321.9 #2564 # 657.9 #
Minimum 0.655$ 0.445$ 0.621$ 0.706$ 1.373# 19.95 # 73.73 " 57.31 # 68.47 # 31.74 # 36.83 # 18.37 #
Total 78.97$ 22.76$ 24.12$ 76.01$ 280.6 # 1207 #15606 "11918 # 4844 # 3390 #15184 # 5019 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 157.5 $ " ... Relative Uncertainty +/-10%
Ann. Median 36.72 $ # ... Relative Uncertainty +/-15%
Annual Total 57650 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2564 $ 0.445$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 16.40 # 2.347# 1.462# 2.279# 1.596# 6.417#1142 659.5 614.9 882.4 39.27 # 13.25 # 1
2 14.83 # 2.167# 2.597# 2.213# 1.423# 7.067# 943.8 536.9 593.8 775.0 36.17 # 12.09 # 2
3 13.45 # 2.145# 5.012# 3.002# 1.343# 8.860# 731.7 438.5 555.1 632.9 33.20 # 11.10 # 3
4 12.10 # 2.179# 4.137# 2.436# 1.414# 29.16 # 574.1 366.4 530.7 499.8 30.90 # 10.26 # 4
5 10.91 # 2.039# 2.954# 2.072# 1.420# 65.13 " 533.7 317.4 " 512.1 395.5 28.69 # 9.385# 5
6 10.13 # 1.873# 2.268# 1.736# 1.177# 78.79 " 420.3 321.0 " 634.0 327.0 " 26.86 # 8.805# 6
7 9.274# 1.728# 1.857# 1.506# 1.165# 80.70 " 394.2 335.8 691.8 285.7 " 25.01 # 8.821# 7
8 8.337# 1.412# 1.514# 1.383# 1.150# 100.1 " 354.2 304.1 " 960.0 250.3 " 24.46 # 8.265# 8
9 7.636# 1.330# 1.325# 1.351# 1.131# 69.85 " 316.0 " 268.6 " 899.9 218.1 " 24.27 # 7.852# 9
10 7.146# 1.228# 1.217# 1.367# 1.158# 51.35 " 326.5 " 234.4 " 840.2 192.9 " 22.87 # 7.429# 10
11 6.648# 1.189# 1.219# 1.298# 1.300# 46.37 " 397.7 220.2 "1294 191.7 " 20.87 # 7.022# 11
12 6.241# 1.236# 1.110# 1.244# 1.359# 50.00 " 434.4 216.1 "1746 207.9 " 19.39 # 6.501# 12
13 5.534# 1.237# 1.038# 1.181# 1.352# 49.94 " 358.3 229.1 "1946 216.2 " 19.04 # 5.884# 13
14 5.153# 1.419# 0.995# 1.139# 1.310# 55.19 " 297.5 " 270.9 "1721 230.4 " 18.32 # 5.405# 14
15 4.887# 1.422# 0.921$ 1.064# 1.349# 63.97 " 253.0 " 590.4 1455 206.3 " 16.77 # 5.250# 15
16 4.444# 1.198# 0.906$ 1.047# 1.422# 56.33 " 233.7 "1339 1155 171.5 " 15.52 # 5.203# 16
17 4.022# 1.145# 0.909$ 1.040# 1.399# 53.47 " 252.6 "1507 933.9 142.6 " 15.27 # 4.996# 17
18 3.665# 1.628# 1.043# 1.074# 1.446# 53.55 " 313.1 "1174 901.5 120.2 " 17.00 # 4.735# 18
19 3.421# 1.417# 1.235# 1.335# 1.549# 88.44 " 835.9 903.9 904.1 100.9 " 22.36 # 4.505# 19
20 3.260# 1.254# 1.376# 1.259# 1.694# 207.7 "1005 759.8 869.7 84.47 " 35.60 # 4.338# 20
21 3.196# 1.191# 1.383# 1.123# 10.31 # 326.8 "1754 683.7 1090 72.85 " 37.66 # 4.052# 21
22 3.061# 1.093# 1.313# 1.319# 18.02 # 300.7 "2528 645.8 1702 63.78 " 36.77 # 3.715# 22
23 2.872# 1.032# 1.352# 1.634# 27.74 # 245.9 "2920 688.2 1749 57.18 " 33.69 # 3.543# 23
24 2.545# 0.984# 1.939# 1.629# 36.84 # 206.3 "2935 665.7 1387 51.88 " 32.25 # 3.148# 24
25 2.477# 1.336# 1.659# 1.643# 22.43 # 197.2 "2875 624.5 1072 47.46 " 27.64 # 2.805# 25
26 2.508# 1.878# 1.397# 1.595# 15.22 # 184.9 "2556 572.5 853.9 45.57 # 23.16 # 2.660# 26
27 2.408# 1.486# 1.285# 1.483# 11.87 # 195.6 "2058 460.1 679.6 49.12 " 19.81 # 2.479# 27
28 2.416# 1.264# 1.381# 1.477# 9.549# 332.7 "1617 727.7 564.3 50.75 " 17.82 # 2.363# 28
29 2.444# 1.504# 1.989# 8.113# 750.0 1257 1211 665.4 48.79 " 16.17 # 2.340# 29
30 2.306# 1.412# 1.901# 7.074#1387 997.5 995.7 996.1 45.85 " 14.56 # 2.459# 30
31 2.368# 2.055# 6.436# 802.3 727.2 42.32 # 2.270# 31
Mean 6.003# 1.495# 1.670$ 1.561# 6.476# 178.3 #1046 " 612.7 "1017 216.4 # 25.05 # 5.901#
Median 4.444# 1.374# 1.381$ 1.430# 1.423# 74.32 # 731.7 " 590.4 " 902.8 171.5 # 23.72 # 5.203#
Maximum 16.40 # 2.347# 5.012$ 3.002# 36.84 #1387 #2935 "1507 "1946 882.4 # 39.27 # 13.25 #
Minimum 2.306# 0.984# 0.906$ 1.040# 1.131# 6.417# 233.7 " 216.1 " 512.1 42.32 # 14.56 # 2.270#
Total 186.1 # 41.86# 51.78$ 46.82# 200.7 # 5349 #32417 "18995 "30518 6707 # 751.4 # 182.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 261.5 $ " ... Relative Uncertainty +/-10%
Ann. Median 15.52 $ # ... Relative Uncertainty +/-15%
Annual Total 95447 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2935 $ 0.906$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 2.162# 1.033# 0.574$ 0.962# 1.318# 7.754# 12.73 # 34.95 # 44.47 " 15.32 # 7.337# 2.425# 1
2 2.078# 1.154# 0.632$ 1.739# 1.289# 7.317# 16.96 # 30.58 # 45.67 " 14.78 # 6.337# 2.282# 2
3 2.080# 1.282# 0.702$ 2.030# 1.306# 6.664# 34.75 # 28.01 # 51.74 " 14.03 # 5.338# 2.949# 3
4 2.050# 1.172# 0.744$ 2.442# 1.266# 7.152# 26.86 # 26.97 # 46.29 " 13.86 # 4.673# 6.160# 4
5 1.938# 1.072# 0.756$ 3.226# 1.219# 6.444# 19.39 # 26.24 # 47.00 " 14.16 # 4.462# 11.80 # 5
6 1.755# 1.032# 0.787$ 2.619# 1.217# 5.696# 15.60 # 26.12 # 40.80 # 13.76 # 4.750# 13.90 # 6
7 1.632# 1.007# 0.830$ 2.863# 1.281# 5.544# 13.34 # 25.74 # 39.34 # 12.73 # 4.600# 13.87 # 7
8 1.648# 1.003$ 0.877$ 2.414# 1.345# 5.964# 12.33 # 26.16 # 122.1 " 11.67 # 4.451# 15.67 # 8
9 1.540# 0.979# 0.850$ 2.380# 1.451# 5.519# 18.98 # 25.59 # 122.5 " 10.76 # 4.703# 15.42 # 9
10 1.526# 0.911$ 0.747$ 2.092# 1.470# 5.139# 42.83 # 25.28 # 93.84 " 10.57 # 8.262# 11.83 # 10
11 1.569# 0.941# 0.722$ 1.665# 1.412# 4.548# 32.76 # 23.53 # 72.00 " 12.90 # 16.15 # 9.317# 11
12 1.546# 1.040# 0.710$ 1.853# 1.344# 4.056# 73.83 # 23.98 # 101.7 " 16.49 # 20.09 # 7.817# 12
13 1.412# 0.982# 0.765$ 2.121# 2.671# 3.691# 186.6 " 79.96 # 116.2 " 14.13 # 16.53 # 6.693# 13
14 1.363# 0.858$ 1.095# 1.717# 3.350# 4.326# 80.95 " 113.2 " 91.41 " 12.55 # 13.16 # 5.639# 14
15 1.312# 0.786$ 1.247# 1.573# 3.059# 4.806# 49.15 # 59.08 " 71.89 " 11.71 # 10.87 # 4.763# 15
16 1.256# 0.794$ 1.217# 1.517# 3.092# 6.933# 38.25 # 43.76 # 58.18 " 10.87 # 9.148# 4.040# 16
17 1.176# 0.879$ 1.131# 1.492# 2.965# 7.483# 70.60 # 42.07 # 48.82 " 9.883# 7.709# 3.570# 17
18 1.122# 0.978# 1.059# 1.420# 2.771# 6.632# 58.19 " 109.7 " 42.99 # 8.987# 6.804# 3.068# 18
19 1.135# 0.915$ 1.104# 1.335# 2.497# 5.805# 73.53 " 149.7 " 38.54 # 8.165# 8.289# 2.758# 19
20 1.319# 0.902$ 1.233# 1.302# 2.276# 5.089# 67.82 " 85.08 " 35.09 # 8.312# 7.910# 2.518# 20
21 1.425# 0.903$ 1.198# 1.305# 2.081# 4.557# 44.60 # 78.05 " 32.24 # 10.55 # 7.381# 2.595# 21
22 1.251# 0.826$ 1.173# 1.360# 2.005# 4.258# 36.52 # 130.4 " 29.42 # 12.76 # 7.037# 2.607# 22
23 1.151# 0.785$ 1.284# 1.348# 2.932# 10.01 # 31.03 # 139.3 " 26.85 # 12.26 # 6.697# 2.509# 23
24 1.074# 0.750$ 0.791$ 1.292# 2.849# 32.87 # 27.34 # 87.50 " 25.00 # 10.67 # 6.508# 2.389# 24
25 1.192# 0.721$ 0.676$ 1.278# 2.748# 23.79 # 25.49 # 75.73 " 23.25 # 9.441# 5.970# 2.350# 25
26 1.387# 0.682$ 0.664$ 1.267# 2.941# 16.05 # 27.77 # 71.53 " 21.60 # 8.456# 5.249# 2.304# 26
27 1.337# 0.619$ 0.749$ 1.239# 4.848# 13.12 # 26.27 # 63.39 " 20.59 # 7.793# 4.493# 1.982# 27
28 1.268# 0.567$ 0.846$ 1.244# 6.103# 12.65 # 25.94 # 54.60 " 19.39 # 7.829# 3.962# 1.678# 28
29 1.187# 0.763$ 1.254# 6.161# 16.22 # 35.44 # 48.58 " 17.95 # 7.768# 3.418# 1.530# 29
30 1.132# 0.707$ 1.204# 5.141# 15.19 # 39.52 # 45.92 " 16.59 # 7.809# 2.789# 1.359# 30
31 1.148# 0.876$ 7.307# 34.25 # 44.09 " 7.900# 1.246# 31
Mean 1.457# 0.913$ 0.887$ 1.718# 2.700# 8.843# 41.92 # 59.51 # 52.11 # 11.25 # 7.503# 5.453#
Median 1.363# 0.913$ 0.791$ 1.505# 2.497# 6.538# 34.25 # 45.92 # 43.73 # 10.87 # 6.602# 2.949#
Maximum 2.162# 1.282$ 1.284$ 3.226# 7.307# 32.87 # 186.6 # 149.7 # 122.5 # 16.49 # 20.09 # 15.67 #
Minimum 1.074# 0.567$ 0.574$ 0.962# 1.217# 3.691# 12.33 # 23.53 # 16.59 # 7.768# 2.789# 1.246#
Total 45.17 # 25.57 $ 27.51 $ 51.55 # 83.71 # 265.3 #1300 #1845 #1563 # 348.9 # 225.1 # 169.0 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.30 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.806$ # ... Relative Uncertainty +/-15%
Annual Total 5950 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 186.6 $ 0.567$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 1.147# 6.674# 0.759$ 0.683$ 3.053# 6.245# 78.03 # 504.8 300.7 " 250.0 " 386.9 28.93 # 1
2 1.090# 5.039# 0.695$ 0.669$ 3.183# 11.77 # 247.7 " 501.3 286.3 " 210.5 " 298.6 " 25.80 # 2
3 1.030# 3.800# 0.586$ 0.694$ 3.023# 19.54 # 330.8 " 729.7 353.9 311.4 " 325.4 " 22.93 # 3
4 1.007# 2.900# 0.593$ 0.751$ 2.576# 22.00 # 437.5 1157 304.9 " 342.7 690.7 21.32 # 4
5 1.805# 2.343# 0.666$ 0.718$ 2.588# 18.60 # 414.2 835.6 311.2 " 332.9 780.2 20.67 # 5
6 3.618# 1.886# 0.842$ 0.586$ 3.018# 14.82 # 406.7 629.2 295.0 " 277.1 "1241 18.99 # 6
7 2.185# 1.632# 0.943# 0.922$ 2.541# 12.70 # 390.1 564.7 247.7 " 208.6 "1054 20.16 # 7
8 1.921# 2.093# 0.896$ 1.481# 2.222# 11.23 # 302.5 " 464.6 203.9 " 235.1 "1140 " 35.86 # 8
9 2.309# 2.812# 0.797$ 1.011# 2.045# 10.16 # 252.6 " 427.6 166.5 " 572.4 1100 37.67 # 9
10 1.929# 3.890# 0.786$ 0.851$ 2.060# 9.118# 212.6 " 365.2 137.9 " 634.7 915.9 29.24 # 10
11 1.573# 3.205# 0.799$ 1.290# 1.963# 8.300# 177.9 " 293.3 " 116.8 " 525.3 834.1 24.35 # 11
12 1.300# 2.530# 0.794$ 1.847# 1.778# 7.503# 148.3 " 232.1 " 100.1 " 446.1 698.5 21.03 # 12
13 1.150# 2.014# 0.638$ 1.567# 1.672# 6.795# 125.6 " 184.1 " 88.75 " 358.4 540.2 18.95 # 13
14 1.009# 1.710# 0.646$ 1.284# 1.629# 6.815# 108.3 " 206.4 " 81.50 " 296.2 " 435.0 18.64 # 14
15 0.914$ 1.500# 0.663$ 1.043# 1.585# 7.290# 104.3 " 254.1 " 72.07 " 250.9 " 312.2 " 20.83 # 15
16 0.870$ 1.333# 0.633$ 0.944$ 1.574# 8.029# 177.5 " 509.8 " 64.83 " 198.7 " 225.9 " 21.50 # 16
17 0.843$ 1.211# 0.635$ 0.871$ 1.800# 10.18 # 130.4 " 596.5 68.60 " 146.3 " 166.6 " 20.51 # 17
18 0.823$ 1.206# 0.718$ 1.180# 2.831# 11.00 # 97.31 " 506.2 107.5 " 113.1 " 136.0 " 18.97 # 18
19 0.770$ 1.152# 0.745$ 1.203# 2.539# 10.11 # 86.83 " 457.2 275.7 " 97.37 " 113.7 " 17.27 # 19
20 0.699$ 1.059# 0.747$ 1.102# 12.47 # 10.31 # 97.01 " 420.9 294.8 " 83.02 " 93.47 " 15.56 # 20
21 0.644$ 0.942$ 0.659$ 1.077# 42.16 # 13.82 # 108.7 " 373.1 319.7 " 69.90 " 78.57 " 14.27 # 21
22 0.617$ 0.836$ 0.666$ 1.180# 27.86 # 14.64 # 123.6 " 418.8 433.6 61.19 " 68.71 " 13.36 # 22
23 0.501$ 0.736$ 0.665$ 1.049# 18.56 # 12.54 # 136.1 " 510.8 447.4 1970 " 58.86 " 12.62 # 23
24 1.334$ 0.605$ 0.677$ 1.108# 14.41 # 15.57 # 128.5 " 484.0 458.8 2682 50.57 " 11.76 # 24
25 1.575# 0.636$ 0.665$ 4.049# 12.11 # 70.19 # 106.0 "1127 413.2 1996 43.86 # 10.92 # 25
26 1.210# 0.712$ 0.713$ 3.291# 10.25 # 47.16 # 149.3 "1292 343.8 1685 40.14 # 10.35 # 26
27 0.973$ 0.680$ 0.723$ 3.323# 8.752# 28.06 # 124.9 " 999.7 324.0 "1427 37.61 # 10.03 # 27
28 0.915$ 0.718$ 0.728$ 3.051# 7.557# 25.47 # 104.9 " 753.6 404.3 1026 35.00 # 9.719# 28
29 1.646# 0.689$ 3.952# 6.611# 43.01 # 243.4 " 593.9 367.3 845.6 34.95 # 9.202# 29
30 5.139# 0.719$ 3.304# 6.383# 32.16 # 471.5 464.6 313.1 " 664.2 33.30 # 8.871# 30
31 6.967# 0.678$ 6.244# 425.7 367.1 509.6 10.59 # 31
Mean 1.597$ 1.995$ 0.715$ 1.536$ 7.001# 17.50 # 208.0 # 555.6 " 256.8 " 607.3 " 399.0 # 18.74 #
Median 1.147$ 1.566$ 0.695$ 1.105$ 3.018# 12.15 # 148.3 # 501.3 " 294.9 " 332.9 " 262.2 # 18.97 #
Maximum 6.967$ 6.674$ 0.943$ 4.049$ 42.16 # 70.19 # 471.5 #1292 " 458.8 "2682 "1241 # 37.67 #
Minimum 0.501$ 0.605$ 0.586$ 0.586$ 1.574# 6.245# 78.03 # 184.1 " 64.83 " 61.19 " 33.30 # 8.871#
Total 49.51$ 55.85$ 22.16$ 46.08$ 217.0 # 525.1 # 6449 #17224 " 7704 "18827 "11969 # 580.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 174.4 $ " ... Relative Uncertainty +/-10%
Ann. Median 18.56 $ # ... Relative Uncertainty +/-15%
Annual Total 63670 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2682 $ 0.501$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 14.53 # 1.183# 0.800$ 0.787$ 1.096# 30.65 # 49.55 " 51.85 " 160.9 " 332.1 " 18.80 # 31.97 # 1
2 14.41 # 1.323# 0.768$ 0.911$ 1.113# 125.6 " 44.64 # 52.81 " 161.6 " 250.6 " 19.51 # 23.31 # 2
3 12.67 # 1.618# 0.741$ 1.100# 1.084# 88.88 " 40.51 # 84.14 " 147.6 " 187.4 " 21.72 # 16.95 # 3
4 11.08 # 1.418# 0.734$ 1.193# 1.017# 34.02 # 35.74 # 98.80 " 506.2 " 164.7 " 23.46 # 14.18 # 4
5 10.43 # 1.353# 0.700$ 1.117$ 1.274# 22.43 # 31.61 # 106.2 " 856.6 155.3 " 62.69 # 13.36 # 5
6 9.921# 1.356# 0.719$ 0.833$ 1.766# 16.78 # 29.19 # 74.20 "1142 125.2 " 112.1 " 20.32 # 6
7 9.353# 1.196# 0.723$ 0.749$ 2.559# 14.34 # 35.85 # 75.01 " 840.7 98.51 " 88.51 " 21.85 # 7
8 8.505# 1.096# 0.643$ 0.762$ 5.989# 13.67 # 317.9 " 144.2 " 664.4 80.14 " 60.36 " 17.01 # 8
9 8.394# 1.039$ 0.723$ 0.711$ 6.856# 13.18 # 250.5 " 112.4 " 549.9 67.43 " 45.24 # 14.14 # 9
10 8.090# 1.011$ 0.662$ 0.665$ 6.520# 12.36 # 103.1 " 81.45 " 497.1 56.00 " 36.43 # 11.44 # 10
11 7.736# 0.985# 0.605$ 0.615$ 5.060# 15.92 # 97.78 " 68.77 " 400.1 47.43 " 32.63 # 10.39 # 11
12 7.158# 0.955# 0.623$ 0.585$ 3.920# 24.38 # 108.9 " 74.01 " 318.3 " 41.19 # 30.58 # 10.88 # 12
13 6.333# 1.008# 0.658$ 0.606$ 3.032# 122.1 # 175.7 " 273.9 " 244.3 " 37.32 # 25.40 # 12.56 # 13
14 5.450# 0.967# 0.628$ 0.599$ 2.496# 90.60 " 164.6 " 223.1 " 177.4 " 42.44 # 21.41 # 15.83 # 14
15 4.938# 0.968# 0.633$ 0.589$ 2.234# 59.71 " 103.7 " 221.7 " 133.8 " 51.11 " 18.93 # 15.01 # 15
16 4.314# 0.964$ 0.653$ 0.589$ 2.050# 64.06 " 108.2 " 198.3 " 105.4 " 43.38 # 16.77 # 13.04 # 16
17 3.760# 1.017# 0.646$ 0.581$ 2.048# 44.44 # 125.6 " 195.6 " 86.05 " 37.87 # 14.89 # 11.32 # 17
18 3.327# 1.067# 0.675$ 0.646$ 2.125# 32.87 # 132.3 " 159.6 " 74.15 " 33.70 # 13.63 # 9.678# 18
19 3.048# 0.994$ 0.667$ 0.699$ 2.031# 32.77 # 97.02 " 137.9 " 86.03 " 30.50 # 12.53 # 8.193# 19
20 2.839# 0.907$ 0.749$ 0.751$ 1.912# 85.92 " 86.82 " 123.6 " 98.40 " 27.87 # 11.74 # 7.031# 20
21 2.605# 0.849$ 0.830$ 0.806$ 1.873# 187.5 " 74.59 " 117.5 " 101.8 " 25.32 # 10.81 # 6.205# 21
22 2.541# 0.803$ 0.771$ 0.962$ 1.839# 158.6 " 63.54 " 172.5 " 178.4 " 24.67 # 9.852# 5.651# 22
23 2.439# 0.814$ 0.737$ 1.044# 1.757# 103.7 " 65.10 " 208.0 " 236.3 " 33.00 # 9.135# 5.112# 23
24 2.330# 0.770$ 0.713$ 1.006# 1.688# 75.75 " 222.1 " 221.8 " 190.6 " 49.67 # 8.552# 4.290# 24
25 2.185# 0.782$ 0.677$ 0.947# 1.679# 63.49 " 143.5 " 215.5 " 151.9 " 58.67 " 7.998# 3.740# 25
26 2.009# 0.807$ 0.703$ 0.880$ 1.681# 64.36 " 206.5 " 209.6 " 121.1 " 45.91 # 7.268# 3.355# 26
27 1.823# 0.875$ 0.746$ 0.822$ 1.679# 66.45 " 129.8 " 183.0 " 368.9 " 37.86 # 6.646# 2.996# 27
28 1.891# 0.894$ 0.812$ 0.870$ 1.662# 67.16 " 94.18 " 168.8 " 792.8 31.77 # 6.464# 2.636# 28
29 1.669# 0.885$ 0.804$ 0.948$ 1.618# 66.80 " 76.41 " 159.3 " 679.3 26.90 # 12.02 # 2.420# 29
30 1.357# 0.947$ 1.047# 1.536# 56.93 " 63.30 " 142.7 " 487.0 23.39 # 25.94 # 2.229# 30
31 1.209# 0.867$ 4.046# 54.46 " 118.8 " 20.69 # 1.858# 31
Mean 5.753# 1.031$ 0.721$ 0.814$ 2.492# 61.85 # 107.5 # 144.4 " 352.0 " 73.81 # 26.40 # 10.93 #
Median 4.314# 0.985$ 0.719$ 0.796$ 1.873# 61.60 # 97.02 # 142.7 " 213.5 " 43.38 # 18.86 # 10.88 #
Maximum 14.53 # 1.618$ 0.947$ 1.193$ 6.856# 187.5 # 317.9 # 273.9 "1142 " 332.1 # 112.1 # 31.97 #
Minimum 1.209# 0.770$ 0.605$ 0.581$ 1.017# 12.36 # 29.19 # 51.85 " 74.15 " 20.69 # 6.464# 1.858#
Total 178.3 # 29.90$ 22.36$ 24.42$ 77.24# 1855 # 3333 # 4475 "10559 " 2288 # 792.0 # 339.0 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 65.50 $ " ... Relative Uncertainty +/-10%
Ann. Median 13.27 $ # ... Relative Uncertainty +/-15%
Annual Total 23973 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1142 $ 0.581$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 1.567# 0.896$ 1.050# 1.124# 3.875# 38.44 # 26.50 # 136.1 " 218.4 "1014 48.55 " 11.17 # 1
2 1.420# 0.923$ 0.953$ 1.192# 9.945# 25.35 # 24.46 # 134.3 " 163.4 " 861.2 45.91 " 10.53 # 2
3 1.328# 0.938$ 1.060# 1.056# 14.95 # 19.60 # 43.86 # 111.4 " 134.9 " 701.5 41.25 # 9.862# 3
4 1.200# 0.955$ 1.226# 0.946$ 15.51 # 16.32 # 105.2 " 95.83 " 135.1 " 547.6 37.39 # 9.120# 4
5 1.107# 0.961$ 1.396# 0.875$ 11.05 # 14.81 # 76.71 " 164.9 " 128.2 " 433.5 33.94 # 8.294# 5
6 1.054# 0.911$ 1.334# 0.803$ 8.054# 15.27 # 67.20 " 306.0 " 117.3 " 371.0 37.17 # 7.638# 6
7 1.287# 0.901$ 1.357# 0.789$ 6.236# 16.96 # 56.86 " 436.0 " 130.2 " 320.2 " 55.21 " 7.119# 7
8 1.269# 0.981$ 1.302# 0.785$ 5.385# 16.12 # 44.09 # 665.3 956.0 269.0 " 47.41 " 7.191# 8
9 1.204# 1.066# 1.213# 0.773$ 6.316# 22.55 # 38.23 # 643.8 1098 230.1 " 39.48 # 7.249# 9
10 1.069# 1.014$ 1.645# 0.826$ 7.891# 25.29 # 58.18 # 535.4 916.8 202.8 " 32.93 # 6.888# 10
11 0.964$ 0.995$ 1.893# 0.938# 12.74 # 21.21 # 50.55 " 527.3 673.5 174.7 " 28.45 # 6.335# 11
12 0.984$ 0.995# 1.304# 1.151# 16.74 # 16.24 # 40.97 # 563.0 794.4 157.0 " 25.18 # 5.716# 12
13 0.939$ 1.113# 0.989# 1.301# 15.85 # 14.10 # 68.41 " 796.3 726.5 141.7 " 23.30 # 5.152# 13
14 0.910$ 1.228# 0.910$ 1.184# 12.31 # 12.75 # 62.78 " 835.2 846.4 122.3 " 22.53 # 4.728# 14
15 0.862$ 1.169# 1.052# 1.115# 10.01 # 11.80 # 47.51 " 696.0 2871 107.0 " 21.10 # 4.346# 15
16 1.129$ 1.153# 1.145# 1.046# 8.389# 11.53 # 47.57 " 963.8 3679 95.98 " 18.77 # 3.840# 16
17 1.323# 1.398# 1.146# 1.094# 8.350# 14.09 # 172.6 " 897.6 3511 86.93 " 16.82 # 3.526# 17
18 1.178# 1.442# 1.012# 1.395# 9.603# 93.53 # 156.0 " 818.7 3220 77.28 " 15.14 # 3.409# 18
19 1.175# 0.948$ 0.973# 2.761# 11.23 # 166.7 " 115.4 " 673.8 2498 79.96 " 13.90 # 4.335# 19
20 1.154# 0.856$ 1.009$ 2.216# 9.265# 101.3 " 93.69 " 519.7 2032 536.5 " 12.91 # 6.631# 20
21 1.136# 1.093$ 0.870$ 2.027# 7.866# 64.63 " 80.47 " 395.6 1787 720.9 12.02 # 6.613# 21
22 1.078# 1.838# 0.853$ 3.079# 7.110# 46.34 # 63.96 " 352.4 1746 533.7 13.05 # 6.408# 22
23 1.154# 1.382# 0.789$ 2.865# 6.534# 40.36 # 52.94 " 307.5 "2375 413.0 20.48 # 5.280# 23
24 1.253# 1.345# 0.804$ 2.455# 5.882# 64.10 " 120.3 " 258.0 "2243 281.8 " 25.78 # 4.423# 24
25 1.208# 1.395# 1.139$ 2.386# 5.282# 52.48 " 111.3 " 215.0 "2239 205.2 " 21.18 # 3.715# 25
26 1.200# 1.265# 4.735# 2.320# 4.813# 45.57 " 99.28 " 242.2 "2202 152.3 " 18.02 # 3.343# 26
27 1.327# 1.187# 2.164# 2.380# 4.456# 40.83 # 309.1 " 405.1 1783 118.8 " 15.25 # 3.095# 27
28 1.239# 1.070# 1.290# 2.803# 5.163# 38.36 # 251.4 " 613.7 1367 95.69 " 13.55 # 2.843# 28
29 1.161# 1.177# 2.846# 6.137# 33.62 # 326.4 " 536.6 1098 78.91 " 12.33 # 2.652# 29
30 1.154# 1.118# 2.902# 34.65 # 29.21 # 225.3 " 391.8 1214 65.86 " 11.54 # 2.531# 30
31 1.133# 0.974# 71.08 " 149.4 " 291.3 " 54.96 " 2.403# 31
Mean 1.167$ 1.122$ 1.286$ 1.648$ 11.70 # 37.65 # 102.8 # 468.7 "1430 " 298.4 " 26.02 # 5.690#
Median 1.161$ 1.068$ 1.139$ 1.188$ 8.350# 25.32 # 68.41 # 436.0 "1156 " 202.8 " 21.85 # 5.280#
Maximum 1.567$ 1.838$ 4.735$ 3.079$ 71.08 # 166.7 # 326.4 # 963.8 "3679 "1014 " 55.21 # 11.17 #
Minimum 0.862$ 0.856$ 0.789$ 0.773$ 3.875# 11.53 # 24.46 # 95.83 " 117.3 " 54.96 " 11.54 # 2.403#
Total 36.17$ 31.42$ 39.88$ 49.43$ 362.7 # 1129 # 3187 #14530 "42905 " 9252 " 780.5 # 176.4 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 198.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 12.91 $ # ... Relative Uncertainty +/-15%
Annual Total 72479 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 3679 $ 0.773$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 2.205# 0.902$ 0.555$ 1.098# 1.446# 3.443# 10.61 # 285.3 " 125.9 " 87.23 " 81.09 " 9.909# 1
2 2.030# 0.853$ 0.528$ 1.004# 1.688# 3.214# 11.77 # 241.4 " 154.3 " 77.31 " 60.45 " 9.209# 2
3 1.795# 0.753$ 0.590$ 0.969$ 1.966# 2.994# 17.65 # 194.7 " 194.1 " 67.20 " 49.01 " 7.990# 3
4 1.639# 0.689$ 0.656$ 0.975# 1.940# 2.730# 19.29 # 156.2 " 191.6 " 56.41 " 41.19 # 6.979# 4
5 1.664# 0.821$ 0.649$ 0.976# 2.127# 2.526# 15.95 # 125.9 " 188.4 " 49.92 " 35.48 # 6.333# 5
6 1.560# 1.355# 0.646$ 0.948$ 2.231# 2.438# 19.07 # 100.2 " 158.2 " 49.48 " 30.65 # 5.779# 6
7 1.545# 1.812# 0.650$ 0.933$ 2.152# 2.278# 61.47 # 80.53 " 146.5 " 46.84 " 28.15 # 5.107# 7
8 1.435# 1.449# 0.721$ 0.959$ 3.260# 2.209# 149.8 " 67.50 " 164.6 " 40.89 # 25.10 # 4.601# 8
9 1.404# 1.114# 0.774$ 0.957# 3.310# 2.324# 117.3 " 58.74 " 336.4 " 36.94 # 22.21 # 4.261# 9
10 1.309# 0.970$ 0.759$ 0.921$ 2.989# 8.087# 113.1 " 52.65 " 296.8 " 35.41 # 19.56 # 3.920# 10
11 1.206# 1.009# 0.744$ 0.879$ 2.929# 12.79 # 198.6 " 47.25 " 252.8 " 32.58 # 17.26 # 3.687# 11
12 1.095# 1.194# 0.762$ 0.857$ 2.633# 12.57 # 291.7 " 42.55 # 257.3 " 29.72 # 15.68 # 3.418# 12
13 0.993$ 1.227# 0.795$ 0.937$ 2.419# 13.30 # 366.7 38.72 # 254.6 " 27.26 # 18.65 # 3.007# 13
14 0.981$ 1.079# 0.862$ 0.970# 2.214# 10.65 # 382.6 35.75 # 210.5 " 24.97 # 22.12 # 2.633# 14
15 0.972$ 0.952$ 0.795$ 1.031# 2.250# 8.709# 391.7 34.98 # 200.8 " 22.12 # 25.94 # 2.458# 15
16 0.930$ 0.863$ 0.837$ 1.120# 2.291# 7.170# 301.1 " 33.57 # 165.0 " 19.85 # 23.21 # 2.241# 16
17 0.871$ 0.777$ 0.931$ 1.185# 2.124# 5.982# 241.4 " 31.79 # 128.9 " 18.10 # 19.41 # 2.040# 17
18 0.828$ 0.697$ 0.960# 1.246# 3.127# 6.071# 233.0 " 31.07 # 104.8 " 17.20 # 16.94 # 1.899# 18
19 0.840$ 0.686$ 0.999# 1.267# 4.379# 6.831# 218.9 " 31.57 # 84.74 " 17.89 # 14.92 # 1.799# 19
20 0.786$ 0.652$ 0.998$ 1.268# 5.010# 9.680# 183.6 " 30.54 # 67.94 " 99.21 # 13.22 # 1.958# 20
21 0.726$ 0.615$ 1.052# 1.294# 5.469# 10.85 # 182.1 " 29.41 # 59.60 " 184.6 " 12.22 # 2.131# 21
22 0.696$ 0.559$ 0.993$ 1.229# 4.601# 24.11 # 191.0 " 30.87 # 122.5 " 123.3 " 11.31 # 1.937# 22
23 0.715$ 0.537$ 0.913$ 1.199# 5.718# 31.79 # 340.2 " 30.74 # 146.3 " 125.3 " 10.52 # 1.951# 23
24 0.847$ 0.531$ 0.736$ 1.225# 4.857# 20.39 # 291.4 " 27.94 # 117.7 " 150.3 " 9.456# 1.883# 24
25 0.880$ 0.547$ 0.723$ 1.260# 6.422# 15.89 # 211.8 " 25.78 # 94.66 " 188.6 " 8.521# 1.672# 25
26 0.820$ 0.528$ 0.852$ 1.266# 6.985# 13.75 # 248.2 " 27.30 # 82.78 " 239.8 " 7.680# 1.476# 26
27 0.888$ 0.524$ 0.960# 1.274# 6.969# 12.80 # 377.8 30.70 # 82.19 " 297.7 " 8.010# 1.390# 27
28 0.743$ 0.527$ 0.912$ 1.675# 6.231# 15.26 # 304.8 " 28.57 # 100.2 " 240.1 " 8.776# 1.299# 28
29 0.688$ 0.941$ 1.523# 5.942# 13.30 # 304.3 " 70.04 # 105.1 " 191.6 " 10.14 # 1.201# 29
30 0.701$ 1.141# 1.359# 4.739# 11.70 # 380.6 195.0 " 95.27 " 141.2 " 10.03 # 1.133# 30
31 0.948$ 1.184# 3.925# 325.7 " 157.4 " 108.1 " 1.053# 31
Mean 1.121$ 0.865$ 0.826$ 1.127$ 3.689# 9.861# 209.8 # 76.60 # 156.3 " 91.84 # 22.56 # 3.431#
Median 0.948$ 0.799$ 0.795$ 1.109$ 3.127# 9.195# 218.9 # 38.72 # 146.4 " 56.41 # 17.96 # 2.241#
Maximum 2.205$ 1.812$ 1.184$ 1.675$ 6.985# 31.79 # 391.7 # 285.3 # 336.4 " 297.7 # 81.09 # 9.909#
Minimum 0.688$ 0.524$ 0.528$ 0.857$ 1.446# 2.209# 10.61 # 25.78 # 59.60 " 17.20 # 7.680# 1.053#
Total 34.74 $ 24.22 $ 25.62 $ 33.81 $ 114.3 # 295.8 #6503 #2374 #4690 "2847 # 676.9 # 106.4 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.57 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.982$ # ... Relative Uncertainty +/-15%
Annual Total 17727 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 391.7 $ 0.524$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 0.989# 0.354& 0.680$ 0.943$ 9.036# 8.127# 52.26 " 206.8 " 569.2 34.25 # 13.75 # 2.037# 1
2 0.950$ 0.325& 0.708$ 0.932$ 7.542# 9.456# 43.70 # 199.0 " 443.9 30.57 # 14.25 # 1.902# 2
3 0.868$ 0.372& 0.758$ 0.848$ 6.404# 13.68 # 38.14 # 336.5 " 344.2 " 27.50 # 12.58 # 1.780# 3
4 0.749$ 0.376& 0.674$ 0.803$ 7.885# 17.90 # 34.06 # 423.6 262.3 " 24.69 # 10.98 # 1.853# 4
5 0.696$ 0.447$ 0.579$ 0.791$ 9.054# 18.05 # 31.12 # 395.5 224.4 " 23.81 # 9.709# 1.978# 5
6 0.635$ 0.515$ 0.615$ 0.874$ 8.635# 16.04 # 28.52 # 359.6 199.9 " 24.07 # 8.985# 5.213# 6
7 0.580$ 0.554$ 0.590$ 0.845$ 7.562# 14.73 # 28.24 # 281.8 " 185.7 " 23.60 # 8.719# 9.671# 7
8 0.540$ 0.468$ 0.694$ 0.856$ 6.593# 13.50 # 68.24 # 242.4 " 169.3 " 21.72 # 8.373# 11.89 # 8
9 0.563$ 0.412$ 0.680$ 1.000$ 5.801# 12.60 # 74.76 " 340.4 " 148.3 " 19.93 # 8.814# 9.753# 9
10 0.623$ 0.436$ 0.751$ 2.245# 5.224# 11.52 # 53.10 " 324.5 " 129.0 " 18.79 # 8.696# 7.259# 10
11 0.628$ 0.483$ 0.658$ 2.732# 4.711# 10.71 # 53.02 " 322.3 " 121.7 " 17.49 # 8.712# 5.646# 11
12 0.561$ 0.518$ 0.648$ 8.165# 4.278# 12.39 # 43.49 # 276.2 " 148.6 " 16.22 # 8.150# 4.533# 12
13 0.531$ 0.556$ 0.620$ 10.17 # 3.696# 17.67 # 37.92 # 279.8 " 309.8 " 15.22 # 7.017# 3.577# 13
14 0.498$ 0.554$ 0.877$ 7.459# 3.198# 18.86 # 33.80 # 264.8 " 444.5 14.19 # 6.076# 2.990# 14
15 0.520$ 0.534$ 1.054$ 5.335# 2.799# 16.12 # 31.78 # 245.3 " 488.7 13.44 # 5.756# 2.548# 15
16 0.498$ 0.549$ 0.762$ 3.434# 2.828# 17.87 # 33.17 # 202.9 " 416.0 12.87 # 4.793# 2.230# 16
17 0.437$ 0.612$ 0.806$ 2.512# 4.383# 16.55 # 33.39 # 166.6 " 358.0 12.10 # 4.570# 1.947# 17
18 0.400& 0.656$ 1.208$ 2.135# 7.647# 15.05 # 32.14 # 153.9 " 284.5 " 12.11 # 4.342# 1.770# 18
19 0.420$ 0.652$ 1.264# 1.802# 10.09 # 18.39 # 31.54 # 143.0 " 236.1 " 18.11 # 3.890# 1.648# 19
20 0.423$ 0.654$ 1.026# 14.63 # 12.30 # 21.31 # 56.98 # 238.0 " 194.0 " 23.63 # 3.413# 1.520# 20
21 0.420$ 0.710$ 0.977$ 47.76 # 13.77 # 19.33 # 76.69 " 432.6 150.6 " 19.34 # 2.959# 1.388# 21
22 0.464$ 0.761$ 1.261# 37.12 # 12.44 # 47.46 # 60.15 " 458.8 122.2 " 16.83 # 2.690# 1.317# 22
23 0.539$ 0.696$ 1.089# 29.35 # 11.36 # 70.37 " 92.25 " 845.4 100.6 " 15.15 # 2.552# 1.239# 23
24 0.552$ 0.595$ 0.969$ 23.16 # 10.50 # 42.38 # 94.42 " 972.2 82.70 " 14.98 # 2.403# 1.146# 24
25 0.567$ 0.619$ 0.974$ 18.41 # 9.753# 32.73 # 69.56 " 792.5 68.79 " 15.85 # 2.366# 1.035# 25
26 0.528$ 0.785$ 0.923$ 15.12 # 9.565# 30.25 # 80.72 " 642.5 58.11 " 16.19 # 2.302# 0.923$ 26
27 0.498$ 0.976$ 0.854$ 12.77 # 9.330# 53.27 # 77.79 " 529.0 51.59 " 15.15 # 2.283# 0.874$ 27
28 0.551$ 0.784$ 0.840$ 10.79 # 9.438# 63.85 " 77.70 " 442.5 46.55 " 14.14 # 2.449# 0.843$ 28
29 0.761$ 0.734$ 9.460# 8.921# 68.70 " 71.81 " 376.7 42.09 # 13.40 # 2.324# 0.843$ 29
30 0.778$ 0.749$ 9.951# 8.594# 64.80 " 66.47 " 385.6 38.12 # 12.72 # 2.158# 0.879$ 30
31 0.585$ 0.819$ 8.480# 128.7 " 352.9 13.00 # 0.831$ 31
Mean 0.592& 0.570& 0.834$ 9.414$ 7.800# 26.46 # 55.99 # 375.3 " 214.7 # 18.42 # 6.202# 3.002$
Median 0.552& 0.554& 0.762$ 4.385$ 8.480# 17.89 # 53.02 # 336.5 " 177.5 # 16.22 # 5.274# 1.853$
Maximum 0.989& 0.976& 1.264$ 47.76 $ 13.77 # 70.37 # 128.7 # 972.2 " 569.2 # 34.25 # 14.25 # 11.89 $
Minimum 0.400& 0.325& 0.579$ 0.791$ 2.799# 8.127# 28.24 # 143.0 " 38.12 # 12.10 # 2.158# 0.831$
Total 18.35& 15.95& 25.84$ 282.4 $ 241.8 # 793.7 # 1736 #11633 " 6440 # 571.1 # 186.1 # 93.06$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 60.38 & " ... Relative Uncertainty +/-10%
Ann. Median 9.054& # ... Relative Uncertainty +/-15%
Annual Total 22037 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 972.2 & 0.325&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 0.708$ 18.97 # 1.258# 1.431# 16.75 # 84.09 " 263.8 " 456.5 4144 901.3 64.32 " 8.113# 1
2 0.602$ 15.66 # 1.120# 1.314# 11.83 # 73.53 " 227.7 " 518.5 3265 1162 58.25 " 7.731# 2
3 0.561$ 12.50 # 1.044# 1.186# 9.467# 64.13 " 298.7 " 456.6 2569 1472 51.62 " 7.484# 3
4 0.705$ 10.13 # 1.044# 1.153# 7.846# 61.67 " 570.1 394.2 1914 1473 46.40 " 7.209# 4
5 0.632$ 8.301# 1.075# 1.166# 7.370# 70.84 " 445.9 407.7 1516 1277 42.70 # 6.905# 5
6 0.652$ 6.673# 1.080# 1.087# 6.862# 57.21 " 356.9 372.1 1233 1035 39.84 # 6.563# 6
7 0.603$ 5.313# 1.040# 1.060# 9.485# 66.39 " 332.0 404.5 1050 840.3 38.27 # 6.076# 7
8 0.591$ 4.141# 0.951$ 0.997# 19.49 # 118.5 " 310.4 " 688.2 1181 739.8 37.00 # 5.523# 8
9 0.612$ 3.141# 0.869$ 0.991# 16.59 # 94.53 " 277.8 "1263 1182 707.0 34.29 # 5.326# 9
10 0.670$ 2.512# 0.848$ 0.941$ 14.20 # 123.2 " 366.7 "1521 1181 727.1 32.80 # 4.936# 10
11 0.824$ 2.040# 0.832$ 1.323$ 12.59 # 168.4 " 724.9 1433 1191 701.9 38.88 # 4.623# 11
12 0.590$ 1.700# 0.856$ 9.639# 11.02 # 233.6 " 798.6 1426 978.9 644.1 44.40 # 5.711# 12
13 0.555$ 1.442# 0.865$ 13.18 # 9.900# 247.5 " 564.3 1170 865.0 548.6 38.40 # 6.017# 13
14 0.542$ 1.333# 0.872$ 9.064# 10.20 # 398.9 " 456.1 993.4 747.6 448.1 33.23 # 6.454# 14
15 0.490$ 1.173# 0.836$ 7.475# 9.932# 538.1 397.9 870.6 632.8 384.6 29.81 # 5.813# 15
16 0.474$ 1.045# 0.931$ 5.500# 9.117# 450.0 412.5 745.2 830.3 349.4 26.50 # 5.049# 16
17 0.564$ 0.958$ 1.147# 4.342# 8.719# 415.4 735.4 659.0 860.2 315.0 " 24.19 # 4.434# 17
18 1.427$ 0.893$ 1.047# 3.807# 8.246# 393.5 1019 850.8 746.4 294.9 " 22.30 # 4.087# 18
19 4.242# 0.912$ 0.996# 3.560# 7.741# 340.5 957.5 1012 697.0 257.2 " 20.85 # 3.692# 19
20 9.085# 0.820$ 0.988# 3.035# 8.188# 324.1 855.1 1046 702.4 261.3 " 19.41 # 3.501# 20
21 12.69 # 0.684$ 1.051# 2.802# 24.04 # 429.4 907.0 1137 636.4 250.1 " 17.80 # 3.249# 21
22 12.13 # 0.975$ 1.039# 2.517# 75.84 " 391.2 1130 1303 603.0 188.4 " 16.37 # 3.080# 22
23 10.49 # 1.883# 1.720# 2.245# 51.89 # 458.6 1150 1313 854.0 155.7 " 15.22 # 2.796# 23
24 6.941# 1.753# 2.241# 1.937# 37.28 # 408.7 1053 1222 955.0 130.0 " 14.14 # 2.581# 24
25 5.097# 2.560# 1.383# 1.968# 38.41 # 418.6 929.9 1140 991.8 111.5 " 13.14 # 2.417# 25
26 4.897# 2.220# 1.442# 2.374# 58.32 # 431.7 780.3 936.0 895.1 98.90 " 11.99 # 2.281# 26
27 3.918# 1.686# 2.177# 3.321# 114.4 " 346.7 640.0 859.9 838.4 87.27 " 10.99 # 3.262# 27
28 3.170# 1.420# 1.872# 4.170# 133.8 " 302.9 " 526.2 2270 1529 76.64 " 10.11 # 3.434# 28
29 2.533# 1.304# 1.677# 8.404# 164.4 " 326.9 " 433.1 4668 1415 70.99 " 9.217# 3.011# 29
30 2.364# 1.581# 16.35 # 132.4 " 329.7 " 360.2 5110 1108 75.51 " 8.629# 3.684# 30
31 3.567# 1.438# 102.7 " 354.5 4650 69.86 " 4.114# 31
Mean 2.998$ 3.936$ 1.204$ 3.945$ 37.07 # 272.3 " 601.2 "1332 1244 511.4 " 29.04 # 4.811#
Median 0.708$ 1.753$ 1.047$ 2.445$ 12.59 # 325.5 " 526.2 "1012 985.4 349.4 " 28.16 # 4.623#
Maximum 12.69 $ 18.97 $ 2.241$ 16.35 $ 164.4 # 538.1 "1150 "5110 4144 1473 " 64.32 # 8.113#
Minimum 0.474$ 0.684$ 0.832$ 0.941$ 6.862# 57.21 " 227.7 " 372.1 603.0 69.86 " 8.629# 2.281#
Total 92.93$ 114.1 $ 37.32$ 118.3 $ 1149 # 8168 "18636 "41296 37313 15853 " 871.1 # 149.2 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 338.2 $ " ... Relative Uncertainty +/-10%
Ann. Median 20.17 $ # ... Relative Uncertainty +/-15%
Annual Total 123798 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 5110 $ 0.474$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.815# 0.924$ 0.913$ 1.485# 1.381# 2.451# 7.512# 303.0 " 103.6 "1136 29.60 # 5.636# 1
2 3.532# 0.896$ 0.864$ 1.364# 1.314# 2.295# 12.58 # 372.0 " 133.7 " 949.2 29.47 # 5.038# 2
3 3.289# 0.918$ 0.865$ 1.244# 1.222# 2.226# 27.56 # 242.2 " 140.3 " 823.6 28.43 # 4.473# 3
4 2.942# 0.971$ 0.886$ 1.276# 1.184# 2.152# 32.54 # 244.7 " 148.2 " 686.7 26.90 # 5.098# 4
5 2.476# 1.032# 0.949$ 1.281# 1.254# 2.069# 31.20 # 259.4 " 125.8 " 511.7 24.75 # 5.425# 5
6 2.182# 0.994$ 0.874$ 1.297# 1.275# 2.041# 47.00 # 191.8 " 102.1 " 385.7 21.98 # 5.579# 6
7 2.109# 0.958$ 0.861$ 1.307# 1.223# 2.054# 42.82 # 155.6 " 85.08 " 346.1 19.58 # 5.852# 7
8 1.792# 0.850$ 0.852$ 1.271# 1.193# 2.033# 29.68 # 195.0 " 76.15 " 345.4 17.76 # 5.438# 8
9 1.871# 0.823$ 0.954$ 1.167# 1.214# 1.955# 28.26 # 306.9 " 69.04 " 287.1 " 16.19 # 4.668# 9
10 1.883# 1.733$ 1.145# 1.105# 1.243# 1.864# 27.16 # 660.4 63.88 " 216.5 " 14.69 # 4.024# 10
11 1.930# 2.662# 0.990$ 1.081# 1.310# 1.857# 24.26 # 423.4 59.98 " 177.1 " 13.28 # 3.546# 11
12 1.715# 2.088# 0.934$ 1.081# 1.306# 1.787# 21.22 # 347.9 62.82 " 148.0 " 12.50 # 3.127# 12
13 1.364# 2.468# 0.917$ 1.092# 1.275# 1.739# 22.15 # 431.9 62.97 " 122.5 " 12.11 # 2.864# 13
14 1.237# 2.983# 1.106$ 1.049# 1.322# 1.766# 21.72 # 473.2 54.22 " 102.5 " 11.80 # 2.670# 14
15 1.279# 2.447# 1.467# 1.064# 2.098# 1.895# 20.30 # 593.7 46.86 " 86.30 " 10.99 # 2.457# 15
16 1.271# 2.033# 1.456# 1.089# 2.233# 1.848# 19.56 # 713.7 42.15 # 74.59 " 10.07 # 2.283# 16
17 1.254# 1.860# 1.387# 1.200# 2.255# 1.855# 20.97 # 690.5 38.63 # 82.46 " 9.671# 2.239# 17
18 1.236# 1.570# 1.522# 1.301# 3.155# 1.821# 25.53 # 702.6 35.48 # 79.06 " 9.889# 4.417# 18
19 1.253# 1.384# 1.641# 1.268# 2.666# 1.803# 21.96 # 631.8 33.37 # 67.96 " 10.09 # 4.187# 19
20 1.175# 1.229# 1.594# 1.224# 2.961# 3.162# 24.71 # 714.9 33.02 # 56.50 " 9.548# 5.128# 20
21 1.148# 1.504# 1.537# 1.189# 4.229# 2.981# 29.33 # 589.7 35.79 # 48.01 " 8.689# 5.771# 21
22 1.163# 1.457# 2.641# 1.319# 4.573# 2.415# 39.50 # 453.3 61.00 " 43.27 # 7.784# 4.637# 22
23 1.115# 1.238# 2.527# 1.465# 5.263# 5.596# 42.38 # 434.0 110.7 " 41.77 # 7.037# 3.627# 23
24 1.064# 1.113# 2.881# 1.538# 5.016# 5.451# 41.23 # 384.6 127.4 " 42.80 # 6.342# 2.960# 24
25 1.296# 1.009$ 3.292# 1.601# 4.162# 6.131# 38.68 # 319.1 " 617.6 " 39.62 # 5.877# 2.472# 25
26 1.182# 0.916$ 3.502# 1.566# 3.725# 6.037# 35.90 # 274.3 "2354 36.74 # 5.588# 2.198# 26
27 1.062# 0.934# 3.096# 1.541# 3.676# 6.438# 44.99 # 224.8 "2450 49.71 # 5.560# 1.992# 27
28 1.026# 1.007# 2.467# 1.484# 3.341# 6.395# 75.64 " 178.8 "1510 53.54 " 5.700# 1.773# 28
29 1.003# 2.179# 1.460# 3.089# 8.461# 113.1 " 145.3 "1621 45.24 # 5.540# 1.655# 29
30 0.983$ 1.939# 1.415# 2.850# 7.462# 144.9 " 123.3 "1447 37.51 # 5.752# 1.581# 30
31 0.922$ 1.624# 2.618# 125.0 " 109.0 " 32.15 # 1.461# 31
Mean 1.663$ 1.429$ 1.608$ 1.294# 2.440# 3.268# 39.98 # 383.6 " 395.1 # 230.8 # 13.44 # 3.686#
Median 1.271$ 1.171$ 1.456$ 1.279# 2.233# 2.110# 29.33 # 347.9 " 80.61 # 82.46 # 10.54 # 3.627#
Maximum 3.815$ 2.983$ 3.502$ 1.601# 5.263# 8.461# 144.9 # 714.9 "2450 #1136 # 29.60 # 5.852#
Minimum 0.922$ 0.823$ 0.852$ 1.049# 1.184# 1.739# 7.512# 109.0 " 33.02 # 32.15 # 5.540# 1.461#
Total 51.57$ 40.00$ 49.86$ 38.82# 75.63# 98.04# 1239 #11891 "11852 # 7155 # 403.2 # 114.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 90.44 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.725$ # ... Relative Uncertainty +/-15%
Annual Total 33009 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2450 $ 0.823$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 1.305# 0.559$ 0.966$ 0.938$ 0.691$ 3.274# 3.125# 58.17 " 327.1 " 29.04 # 11.36 # 3.647# 1
2 1.216# 0.587$ 0.944$ 0.805$ 1.282$ 2.399# 4.200# 137.8 " 512.8 28.02 # 10.50 # 3.248# 2
3 1.200# 0.636$ 0.989# 0.782$ 1.279# 2.048# 6.856# 196.2 " 588.7 26.71 # 10.20 # 2.909# 3
4 1.101# 0.659$ 0.916$ 0.824$ 0.954$ 1.912# 10.85 # 306.4 " 511.5 27.39 # 9.874# 2.701# 4
5 1.014$ 0.588$ 0.838$ 0.759$ 0.878$ 1.962# 14.67 # 371.4 507.8 37.26 # 9.718# 2.626# 5
6 0.824$ 0.647$ 0.775$ 0.670$ 1.069$ 1.624# 16.55 # 370.0 503.3 41.27 # 9.718# 3.895# 6
7 0.838$ 0.675$ 0.713$ 0.676$ 1.169# 1.725# 13.48 # 379.9 417.7 43.70 # 9.338# 3.667# 7
8 0.844$ 0.637$ 0.880$ 0.647$ 1.106# 1.749# 10.03 # 450.5 347.4 43.86 # 8.886# 3.624# 8
9 0.881$ 0.638$ 1.012# 0.726$ 1.170# 1.789# 7.550# 565.4 289.5 " 40.27 # 8.025# 3.707# 9
10 0.871$ 0.645$ 0.939$ 0.818$ 1.197# 3.997# 5.991# 699.9 234.3 " 34.01 # 7.195# 3.444# 10
11 1.014$ 0.601$ 0.736$ 0.846$ 1.204# 3.957# 4.914# 625.1 206.0 " 29.40 # 6.746# 2.891# 11
12 1.173# 0.608$ 0.624$ 0.826$ 1.170# 3.826# 4.223# 770.8 186.3 " 28.04 # 6.413# 2.486# 12
13 0.972$ 0.652$ 0.633$ 0.778$ 1.196# 3.650# 3.990# 861.1 160.4 " 29.82 # 6.162# 2.101# 13
14 0.879$ 0.667$ 0.817$ 0.837$ 1.292# 3.162# 3.886# 729.2 145.1 " 39.51 # 5.776# 1.885# 14
15 0.697$ 0.547$ 0.969$ 0.839$ 1.325# 3.075# 5.290# 558.8 126.2 " 36.17 # 5.340# 1.899# 15
16 0.708$ 0.559$ 0.946$ 0.777$ 1.387# 2.586# 11.84 # 451.8 108.1 " 31.31 # 4.804# 2.082# 16
17 0.983$ 0.574$ 1.029$ 0.668$ 1.351# 2.231# 13.79 # 421.9 100.2 " 27.10 # 4.313# 2.159# 17
18 1.061# 0.654$ 0.953$ 0.571$ 1.373# 2.636# 13.21 # 364.2 105.7 " 25.10 # 4.051# 2.075# 18
19 0.908$ 0.752$ 0.887$ 0.486$ 1.436# 3.494# 11.67 # 274.0 " 107.5 " 28.64 # 3.841# 1.883# 19
20 1.218$ 0.779$ 0.886$ 0.502$ 1.394# 3.670# 11.01 # 212.9 " 97.07 " 32.84 # 3.743# 1.762# 20
21 1.104# 0.732$ 0.899$ 0.753$ 1.379# 3.935# 22.66 # 187.7 " 81.23 " 29.08 # 4.006# 1.703# 21
22 0.994$ 0.851$ 0.769$ 1.565# 1.248# 4.410# 50.74 # 239.0 " 67.97 " 31.37 # 3.832# 1.593# 22
23 0.866$ 0.928$ 0.934$ 1.324# 1.247# 4.045# 32.25 # 278.9 " 59.09 " 31.45 # 4.016# 1.467# 23
24 0.879$ 0.831$ 1.101# 1.059# 1.245# 3.613# 33.54 # 258.5 " 53.57 " 28.07 # 4.886# 1.361# 24
25 0.831$ 0.731$ 1.283# 0.937$ 1.435# 3.185# 36.87 # 207.1 " 48.74 " 24.01 # 5.500# 1.254# 25
26 0.839$ 0.835$ 1.214# 0.910$ 1.892# 2.825# 44.18 # 168.6 " 43.64 # 20.76 # 6.121# 1.174# 26
27 0.723$ 0.912$ 1.108# 0.876$ 2.456# 2.921# 42.08 # 147.8 " 40.27 # 18.31 # 6.217# 1.125# 27
28 0.725$ 0.976# 1.014# 0.835$ 2.616# 3.159# 36.19 # 143.8 " 36.77 # 16.43 # 5.777# 1.084# 28
29 0.636$ 0.906$ 0.775$ 2.639# 3.615# 44.58 # 199.1 " 33.24 # 14.89 # 5.055# 0.970# 29
30 0.583$ 0.832$ 0.674$ 1.787# 3.428# 70.23 " 258.6 " 30.67 # 13.60 # 4.237# 0.917$ 30
31 0.539$ 0.878$ 2.657# 65.84 " 299.2 " 12.42 # 0.873$ 31
Mean 0.917$ 0.695$ 0.916$ 0.816$ 1.436$ 2.997# 21.17 # 361.1 " 202.6 # 29.03 # 6.522# 2.200$
Median 0.879$ 0.653$ 0.916$ 0.794$ 1.282$ 3.160# 13.21 # 299.2 " 117.1 # 29.04 # 5.949# 2.075$
Maximum 1.305$ 0.976$ 1.283$ 1.565$ 2.657$ 4.410# 70.23 # 861.1 " 588.7 # 43.86 # 11.36 # 3.895$
Minimum 0.539$ 0.547$ 0.624$ 0.486$ 0.691$ 1.624# 3.125# 58.17 " 30.67 # 12.42 # 3.743# 0.873$
Total 28.43$ 19.46$ 28.39$ 24.48$ 44.53$ 89.90# 656.3 #11194 " 6078 # 899.8 # 195.7 # 68.21$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 52.95 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.657$ # ... Relative Uncertainty +/-15%
Annual Total 19327 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 861.1 $ 0.486$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 0.861$ 0.739$ 0.604$ 0.724$ 0.922$ 1.214# 13.13 # 20.91 # 114.0 " 19.65 # 14.22 # 1.728# 1
2 0.803$ 0.740$ 0.591$ 0.735$ 0.960# 1.192# 11.28 # 18.95 # 157.9 " 20.43 # 84.35 # 1.648# 2
3 0.790$ 0.717$ 0.574$ 0.762$ 0.903$ 1.121# 9.624# 17.67 # 229.8 " 18.75 # 55.37 # 1.545# 3
4 0.721$ 0.682$ 0.616$ 0.929$ 0.828$ 1.093# 8.648# 16.81 # 266.2 " 18.32 # 30.19 # 1.412# 4
5 0.653$ 0.638$ 0.634$ 1.089# 0.784$ 1.124# 15.81 # 20.10 # 270.9 " 24.86 # 26.90 # 1.313# 5
6 0.626$ 0.601$ 0.605$ 0.951$ 1.176$ 1.087$ 54.26 # 26.01 # 221.0 " 30.34 # 23.04 # 1.243# 6
7 0.660$ 0.635$ 1.081$ 0.988# 1.185# 2.930# 61.35 # 31.66 # 180.5 " 25.14 # 18.31 # 1.101# 7
8 0.699$ 0.688$ 1.109# 0.985# 1.159# 3.380# 33.81 # 43.88 # 148.3 " 22.55 # 15.07 # 1.116# 8
9 0.647$ 0.688$ 0.961# 0.950$ 1.069# 7.271# 24.64 # 52.62 # 124.3 " 20.79 # 12.76 # 1.057# 9
10 0.632$ 0.728$ 0.881$ 0.911$ 0.981# 9.072# 20.70 # 45.28 # 97.78 " 18.74 # 10.85 # 1.015# 10
11 0.603$ 0.734$ 0.725$ 0.919$ 0.940# 11.83 # 18.25 # 34.96 # 76.77 " 16.64 # 9.287# 0.951$ 11
12 0.564$ 0.795$ 0.630$ 0.948$ 0.947# 16.77 # 16.83 # 28.41 # 62.11 " 15.04 # 7.900# 0.905$ 12
13 0.533$ 0.799$ 0.623$ 0.960$ 0.925$ 19.11 # 18.16 # 24.62 # 52.30 " 13.75 # 6.734# 0.833$ 13
14 0.547$ 0.732$ 0.596$ 0.933$ 0.965# 13.49 # 15.99 # 25.34 # 45.76 " 13.37 # 5.649# 0.763$ 14
15 0.548$ 0.693$ 0.554$ 0.926$ 0.948# 11.11 # 13.82 # 62.38 # 40.90 # 13.43 # 4.712# 0.686$ 15
16 0.556$ 0.719$ 0.548$ 0.897$ 2.477# 12.20 # 12.34 # 42.77 # 37.25 # 14.07 # 3.959# 0.608$ 16
17 0.554$ 0.791$ 0.635$ 1.045# 2.555# 11.51 # 11.24 # 132.9 " 33.45 # 15.09 # 3.474# 0.643$ 17
18 0.552$ 0.749$ 0.739$ 1.043# 2.930# 10.41 # 10.71 # 132.0 " 30.65 # 13.94 # 3.170# 0.630$ 18
19 0.531$ 0.687$ 0.639$ 4.360# 3.127# 8.304# 11.43 # 76.28 " 33.39 # 12.16 # 2.910# 0.791$ 19
20 0.510$ 0.689$ 0.814$ 4.165# 3.163# 6.840# 39.66 # 54.14 " 38.75 # 10.81 # 3.311# 1.075# 20
21 0.506$ 0.647$ 0.916$ 1.492# 2.555# 5.802# 44.50 # 46.70 " 46.51 " 9.497# 3.144# 1.163# 21
22 0.539$ 0.663$ 1.094# 0.984$ 2.137# 5.392# 38.96 # 50.69 " 43.83 # 8.526# 3.067# 0.982$ 22
23 0.911$ 0.669$ 1.024# 1.176$ 1.876# 8.021# 30.21 # 81.18 " 43.56 # 7.849# 2.876# 0.939$ 23
24 1.224# 0.618$ 0.820$ 1.594# 1.721# 12.31 # 25.78 # 167.4 " 35.42 # 8.230# 3.186# 0.919$ 24
25 1.184# 0.596$ 0.697$ 1.352# 1.655# 11.52 # 24.80 # 106.0 " 29.74 # 9.897# 3.117# 0.860$ 25
26 0.960$ 0.584$ 0.657$ 1.178# 1.539# 10.00 # 26.57 # 68.98 " 26.84 # 11.00 # 2.663# 0.841$ 26
27 0.830$ 0.606$ 0.693$ 1.039# 1.450# 10.56 # 20.97 # 54.59 " 24.62 # 10.23 # 2.432# 0.800$ 27
28 0.777$ 0.586$ 0.769$ 0.904$ 1.409# 24.60 # 18.65 # 51.44 " 22.20 # 8.688# 2.274# 0.754$ 28
29 0.857$ 0.786$ 0.821$ 1.366# 26.99 # 18.07 # 54.27 " 20.45 # 7.483# 2.082# 0.731$ 29
30 0.925$ 0.749$ 0.869$ 1.275# 16.66 # 24.67 # 106.9 " 19.40 # 7.134# 1.936# 0.642$ 30
31 0.813$ 0.732$ 1.178# 23.06 # 122.4 " 9.462# 0.709$ 31
Mean 0.713$ 0.686$ 0.745$ 1.221$ 1.519$ 9.430$ 23.16 # 58.65 # 85.82 # 14.71 # 12.30 # 0.981$
Median 0.653$ 0.688$ 0.697$ 0.955$ 1.185$ 9.536$ 18.65 # 50.69 # 44.79 # 13.75 # 4.335# 0.919$
Maximum 1.224$ 0.799$ 1.109$ 4.360$ 3.163$ 26.99 $ 61.35 # 167.4 # 270.9 # 30.34 # 84.35 # 1.728$
Minimum 0.506$ 0.584$ 0.548$ 0.724$ 0.784$ 1.087$ 8.648# 16.81 # 19.40 # 7.134# 1.936# 0.608$
Total 22.12 $ 19.21 $ 23.10 $ 36.63 $ 47.10 $ 282.9 $ 717.9 #1818 #2575 # 455.9 # 368.9 # 30.40 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.53 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.274$ # ... Relative Uncertainty +/-15%
Annual Total 6397 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 270.9 $ 0.506$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 0.740$ 0.601$ 1.115$ 0.881$ 0.719$ 9.074# 24.15 # 26.76 # 91.35 " 196.6 " 10.59 # 23.61 # 1
2 0.734$ 0.473$ 0.672$ 0.801$ 0.673$ 6.977# 18.53 # 26.15 # 147.5 " 143.2 " 13.91 # 21.29 # 2
3 1.586# 0.433$ 0.463$ 0.602$ 0.668$ 4.996# 15.04 # 90.13 # 143.2 " 150.1 " 30.67 # 16.78 # 3
4 1.264# 0.386$ 0.398$ 0.550$ 0.761$ 3.674# 12.62 # 791.6 121.4 " 175.5 " 33.79 # 14.20 # 4
5 1.032# 0.379$ 0.399$ 0.510$ 0.888$ 2.928# 10.80 # 698.9 106.5 " 186.2 " 25.01 # 12.37 # 5
6 0.897$ 0.359$ 0.461$ 0.492$ 2.386# 2.519# 9.738# 409.9 207.3 " 150.3 " 20.81 # 11.03 # 6
7 0.806$ 0.358$ 0.439$ 0.475$ 2.833# 2.224# 14.16 # 369.1 766.3 117.1 " 18.02 # 9.964# 7
8 0.761$ 0.445$ 0.412$ 0.427$ 4.755# 1.969# 36.94 # 506.2 828.2 94.62 " 15.85 # 8.912# 8
9 0.783$ 0.520$ 0.375$ 0.589$ 3.474# 1.819# 37.23 # 380.4 742.6 80.06 " 16.71 # 7.963# 9
10 0.647$ 0.408$ 0.387$ 0.796$ 2.443# 1.737# 35.76 # 307.3 " 873.1 70.73 " 118.7 # 7.314# 10
11 0.641$ 0.449$ 0.421$ 0.869$ 1.952# 1.993# 23.45 # 278.8 " 780.8 62.60 " 241.8 " 6.777# 11
12 0.860$ 0.495$ 0.429$ 0.772$ 1.617# 4.627# 17.47 # 322.1 " 569.7 54.21 " 159.4 " 6.092# 12
13 0.806$ 0.880$ 0.464$ 0.715$ 1.340# 6.255# 14.93 # 405.3 400.0 48.11 " 111.5 " 5.776# 13
14 0.721$ 0.617$ 0.535$ 0.718$ 1.191# 11.90 # 15.45 # 516.3 294.4 " 43.91 # 75.31 " 5.850# 14
15 0.846$ 0.506$ 0.690$ 0.740$ 1.102# 10.75 # 33.32 # 473.5 223.1 " 42.13 # 63.08 " 5.029# 15
16 0.831$ 0.489$ 0.748$ 0.742$ 1.123# 8.258# 24.62 # 540.4 167.4 " 42.01 # 54.36 " 4.374# 16
17 0.703$ 0.458$ 0.684$ 0.701$ 1.039# 7.035# 24.03 # 794.0 137.6 " 37.92 # 42.97 # 4.106# 17
18 0.670$ 0.381$ 0.859$ 0.678$ 1.053# 7.961# 72.84 " 766.5 120.0 " 33.82 # 38.96 # 3.665# 18
19 0.633$ 0.364$ 0.996# 0.882$ 0.935$ 11.84 # 59.21 " 707.5 101.7 " 30.68 # 36.27 # 3.343# 19
20 0.411$ 0.349$ 0.998# 0.891$ 0.913$ 15.27 # 41.97 # 532.0 164.5 " 28.19 # 30.73 # 3.014# 20
21 0.493$ 0.327$ 0.965$ 0.834$ 0.957# 10.91 # 30.34 # 407.6 1148 26.40 # 26.71 # 2.726# 21
22 0.629$ 0.333$ 0.818$ 0.824$ 0.926$ 8.482# 24.06 # 343.7 894.6 25.31 # 23.31 # 2.429# 22
23 0.667$ 0.331$ 0.745$ 0.832$ 0.887$ 11.52 # 40.43 # 311.5 " 617.6 23.22 # 19.97 # 2.159# 23
24 0.765$ 0.362$ 0.679$ 0.833$ 0.946$ 19.13 # 82.76 " 256.7 " 396.4 20.92 # 17.13 # 1.990# 24
25 0.573$ 0.524$ 0.616$ 0.859$ 2.803# 14.40 # 43.44 # 207.5 " 278.7 " 19.05 # 14.90 # 1.973# 25
26 0.482$ 0.530$ 0.561$ 0.843$ 3.565# 12.53 # 35.69 # 162.5 " 206.9 " 17.11 # 13.26 # 1.877# 26
27 0.377$ 0.417$ 0.595$ 0.773$ 4.777# 10.86 # 35.58 # 131.3 " 321.7 " 15.18 # 12.77 # 1.703# 27
28 0.362$ 0.529$ 0.587$ 0.825$ 4.830# 11.49 # 58.14 # 110.6 " 373.9 13.71 # 14.64 # 1.506# 28
29 0.372$ 0.774$ 0.615$ 0.883$ 6.005# 18.76 # 45.61 # 99.88 " 416.1 12.60 # 15.94 # 1.387# 29
30 0.696$ 0.705$ 0.772$ 9.905# 38.89 # 34.66 # 88.90 " 302.8 " 11.58 # 16.55 # 1.314# 30
31 0.703$ 0.795$ 11.17 # 29.52 # 77.44 " 10.62 # 1.351# 31
Mean 0.726$ 0.465$ 0.633$ 0.737$ 2.537$ 9.359# 32.34 # 359.4 # 398.1 " 63.99 # 44.45 # 6.512#
Median 0.703$ 0.445$ 0.615$ 0.773$ 1.191$ 8.370# 30.34 # 343.7 # 298.6 " 42.01 # 24.16 # 4.374#
Maximum 1.586$ 0.880$ 1.115$ 0.891$ 11.17 $ 38.89 # 82.76 # 794.0 #1148 " 196.6 # 241.8 # 23.61 #
Minimum 0.362$ 0.327$ 0.375$ 0.427$ 0.668$ 1.737# 9.738# 26.15 # 91.35 " 10.62 # 10.59 # 1.314#
Total 22.49$ 13.48$ 19.63$ 22.11$ 78.63$ 280.8 # 1002 #11140 #11943 " 1984 # 1334 # 201.9 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 76.62 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.006$ # ... Relative Uncertainty +/-15%
Annual Total 28042 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1148 $ 0.327$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.228# 0.531$ 0.626$ 0.527$ 11.02 # 359.5 " 519.8 "3204 " 541.8 " 245.5 " 234.4 " 79.26 " 1
2 1.146# 0.516$ 0.590$ 0.605$ 9.416# 210.9 " 461.9 "3854 " 791.4 " 375.2 " 176.9 " 62.05 " 2
3 1.067# 0.549$ 0.596$ 0.651$ 11.77 # 147.3 " 365.8 "3436 "1208 " 479.1 " 143.5 " 50.12 " 3
4 0.998$ 0.510$ 0.762$ 0.565$ 17.67 # 798.2 " 309.1 "3192 "1129 " 472.7 " 117.5 " 41.53 # 4
5 0.955$ 0.449$ 1.002# 0.536$ 13.79 # 805.2 " 303.1 "2818 " 870.5 " 408.6 " 97.92 " 35.33 # 5
6 0.877$ 0.482$ 0.867$ 0.508$ 10.12 # 675.8 " 441.2 "2188 " 694.9 " 367.7 " 83.32 " 30.81 # 6
7 0.852$ 1.622$ 0.842$ 0.483$ 8.230# 562.4 " 619.1 "1593 " 533.4 " 315.2 " 73.69 " 27.20 # 7
8 0.775$ 3.731# 0.841$ 0.666$ 7.366# 404.8 " 871.2 "1209 " 421.6 " 292.6 " 64.12 " 23.82 # 8
9 0.668$ 2.263# 0.849$ 0.692$ 6.756# 294.5 "1003 "1012 " 804.5 " 282.5 " 56.42 " 20.78 # 9
10 0.705$ 3.787# 0.963$ 0.626$ 6.017# 225.3 "2207 "1157 "1440 " 252.4 " 49.61 " 18.75 # 10
11 0.844$ 2.885# 1.047# 0.796$ 5.234# 170.0 "1791 "1981 "1420 " 234.8 " 44.26 # 16.71 # 11
12 0.798$ 2.392# 1.169# 4.319# 5.647# 137.1 "1391 "2010 "1551 " 495.3 " 40.42 # 16.47 # 12
13 0.760$ 1.894# 1.077# 3.528# 5.523# 113.2 "1681 "1886 "1397 " 488.9 " 36.80 # 15.58 # 13
14 0.720$ 1.557# 1.033# 5.623# 6.830# 124.4 "2232 "1650 "1258 " 422.0 " 33.40 # 14.94 # 14
15 0.670$ 1.302# 0.995$ 4.400# 5.867# 295.4 "2669 "1318 "1027 " 339.2 " 30.55 # 13.58 # 15
16 0.612$ 1.124# 0.940$ 3.199# 4.888# 355.6 "2538 "1039 " 853.7 " 269.6 " 28.49 # 12.48 # 16
17 0.520$ 1.024# 0.815$ 2.428# 4.402# 537.7 "2118 " 865.2 " 841.1 " 218.2 " 27.39 # 11.80 # 17
18 0.536$ 1.157# 0.721$ 1.984# 8.023# 321.1 "2056 " 738.2 " 841.5 " 174.4 " 26.60 # 11.39 # 18
19 0.556$ 1.080# 0.646$ 1.767# 8.299# 296.5 "1658 " 727.4 " 920.5 " 145.8 " 25.34 # 11.29 # 19
20 1.361$ 0.868$ 0.657$ 1.725# 9.041# 387.0 "1359 " 786.5 " 905.6 " 158.5 " 23.37 # 10.79 # 20
21 1.139# 0.767$ 0.584$ 1.549# 8.698#2774 "1171 " 704.7 " 722.3 " 198.6 " 22.17 # 10.01 # 21
22 0.938$ 0.724$ 0.632$ 1.511# 8.187#1288 "1309 " 705.6 " 604.2 " 189.1 " 524.3 # 9.179# 22
23 0.854$ 0.673$ 0.703$ 1.403# 8.578# 879.0 "1140 " 594.8 " 483.0 " 183.7 " 858.6 " 8.324# 23
24 0.763$ 0.639$ 0.724$ 1.319# 13.83 # 744.3 "1139 " 494.1 " 386.5 " 154.1 " 929.5 " 7.576# 24
25 0.693$ 0.663$ 0.675$ 1.245# 32.05 # 665.4 "1047 " 441.6 " 318.1 " 149.4 " 514.7 " 6.839# 25
26 0.926$ 0.706$ 0.579$ 1.214# 24.08 # 592.6 " 933.0 " 429.9 " 269.6 " 230.3 " 328.9 " 6.191# 26
27 0.994# 0.686$ 0.631$ 1.181# 17.31 # 594.0 "1038 " 505.6 " 264.8 " 320.4 " 247.4 " 5.498# 27
28 0.844$ 0.659$ 0.637$ 1.647# 13.57 # 548.1 "1225 " 510.0 " 299.6 " 438.6 " 195.5 " 4.817# 28
29 0.706$ 0.627$ 7.953# 12.91 # 551.3 "1131 " 510.5 " 269.2 " 467.9 " 147.0 " 4.156# 29
30 0.671$ 0.624$ 12.28 # 186.5 # 629.2 "1366 " 615.0 " 239.2 " 392.5 " 105.8 " 3.703# 30
31 0.612$ 0.591$ 773.9 " 2174 " 576.2 " 312.7 " 3.449# 31
Mean 0.832$ 1.259$ 0.776$ 2.231$ 40.82 # 549.6 "1299 "1379 " 776.9 " 305.7 " 176.3 # 19.18 #
Median 0.798$ 0.818$ 0.721$ 1.361$ 8.698# 471.2 "1171 "1012 " 797.9 " 292.6 " 78.50 # 12.48 #
Maximum 1.361$ 3.787$ 1.169$ 12.28 $ 773.9 #2774 "2669 "3854 "1551 " 495.3 " 929.5 # 79.26 #
Minimum 0.520$ 0.449$ 0.579$ 0.483$ 4.402# 113.2 " 303.1 " 429.9 " 239.2 " 145.8 " 22.17 # 3.449#
Total 25.79$ 35.24$ 24.04$ 66.93$ 1265 #16488 "40266 "42753 "23307 " 9476 " 5288 # 594.4 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 382.4 $ " ... Relative Uncertainty +/-10%
Ann. Median 33.40 $ # ... Relative Uncertainty +/-15%
Annual Total 139589 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 3854 $ 0.449$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 3.381# 1.099# 0.855$ 1.287# 4.160# 9.816# 16.74 # 159.2 " 107.7 " 38.32 # 516.2 " 39.23 # 1
2 3.334# 1.118# 0.947$ 1.478# 3.305# 8.984# 15.23 # 210.6 " 87.60 " 43.46 # 376.8 " 33.87 # 2
3 3.360# 1.032# 1.147# 2.805# 3.022# 8.856# 14.17 # 423.8 " 76.82 " 56.15 " 268.4 " 29.88 # 3
4 3.322# 1.004$ 1.371# 4.244# 2.651# 9.160# 13.45 # 524.1 " 68.80 " 44.61 # 214.3 " 27.78 # 4
5 3.002# 0.924$ 1.268# 2.561# 2.457# 9.700# 13.25 # 456.1 " 63.22 " 40.25 # 156.2 " 25.85 # 5
6 2.802# 0.964$ 1.197# 2.320# 2.264# 9.991# 13.60 # 421.1 " 59.09 " 54.88 " 124.9 " 24.35 # 6
7 2.687# 1.183# 1.128# 2.008# 2.096# 9.362# 14.12 # 435.3 " 57.55 " 80.19 " 107.4 " 22.68 # 7
8 2.518# 1.259# 1.055# 1.744# 1.980# 8.324# 15.17 # 444.8 " 57.08 " 68.38 " 91.08 " 20.02 # 8
9 2.378# 1.125# 0.930$ 2.670# 1.969# 7.992# 15.25 # 519.7 " 53.16 " 55.07 " 75.47 " 17.86 # 9
10 2.274# 1.094# 0.885$ 2.679# 1.862# 8.088# 20.32 # 838.2 " 50.23 " 48.21 " 62.83 " 16.29 # 10
11 2.208# 1.109# 0.817$ 2.515# 1.871# 8.385# 31.29 # 743.1 " 47.28 " 48.52 " 341.5 " 14.86 # 11
12 2.109# 1.130# 0.834$ 2.224# 4.486# 9.187# 25.15 # 612.8 " 43.81 # 54.33 " 511.2 " 13.48 # 12
13 1.976# 1.173# 0.841$ 2.034# 11.19 # 29.47 # 23.17 # 515.3 " 45.58 " 56.92 " 582.8 " 12.31 # 13
14 1.921# 1.226# 0.802$ 1.840# 17.59 # 39.53 # 23.78 # 479.7 " 82.87 " 64.96 " 426.3 " 11.31 # 14
15 1.842# 1.149# 0.753$ 1.665# 19.80 # 23.78 # 22.29 # 446.0 " 116.8 " 67.07 " 276.5 " 10.33 # 15
16 1.722# 1.038# 0.828$ 1.591# 21.86 # 17.86 # 25.94 # 414.8 " 105.9 " 64.35 " 193.0 " 9.502# 16
17 1.596# 0.982$ 1.038# 1.826# 14.61 # 17.03 # 21.61 # 402.1 " 102.6 " 54.42 " 154.2 " 8.781# 17
18 1.524# 0.878$ 1.021# 1.811# 10.85 # 57.98 # 19.73 # 437.1 " 89.19 " 53.41 " 161.1 " 8.003# 18
19 1.466# 0.864$ 0.955$ 1.859# 8.552# 129.4 " 20.52 # 350.4 " 79.41 " 44.86 # 359.9 " 7.284# 19
20 1.271# 0.876$ 0.986# 1.911# 7.266# 87.90 " 19.44 # 314.7 " 74.64 " 37.43 # 390.4 " 6.462# 20
21 1.231# 0.798$ 1.130# 2.017# 6.292# 54.73 " 23.08 # 281.0 " 73.67 " 32.96 # 331.4 " 5.696# 21
22 1.208# 0.734$ 1.115# 1.955# 5.674# 40.28 # 46.58 # 271.6 " 71.78 " 30.21 # 232.7 " 5.045# 22
23 1.131# 0.696$ 1.096$ 1.997# 5.553# 31.21 # 49.43 " 226.5 " 66.65 " 29.21 # 166.6 " 4.405# 23
24 1.036# 0.699$ 0.799$ 2.947# 6.112# 28.97 # 192.2 " 181.5 " 69.09 " 76.60 # 133.4 " 3.895# 24
25 1.178# 0.753$ 0.767$ 1.804# 6.296# 24.19 # 118.0 " 152.2 " 79.26 " 213.8 " 109.3 " 3.731# 25
26 1.410# 1.007$ 1.069$ 1.779# 6.333# 23.04 # 72.12 " 130.3 " 67.52 " 273.0 " 96.53 " 3.899# 26
27 1.480# 0.971$ 1.920# 2.130# 5.803# 21.31 # 74.01 " 126.9 " 59.41 " 268.2 " 88.71 " 3.783# 27
28 1.278# 0.899$ 1.331# 5.531# 5.986# 19.79 # 74.04 " 170.5 " 52.28 " 162.4 " 72.23 " 3.491# 28
29 1.132# 1.477# 6.567# 8.481# 19.36 # 84.48 " 162.4 " 46.97 " 145.3 " 57.57 " 3.188# 29
30 1.107# 1.589# 5.782# 12.07 # 18.74 # 182.7 " 147.3 " 41.84 # 419.8 " 47.01 " 2.878# 30
31 1.114# 1.406# 10.62 # 239.4 " 136.5 " 575.1 " 2.645# 31
Mean 1.935# 0.992$ 1.076$ 2.519# 7.195# 26.41 # 49.68 # 359.2 " 69.93 # 106.5 # 224.2 " 12.99 #
Median 1.722# 1.005$ 1.038$ 2.012# 5.986# 19.05 # 23.08 # 402.1 " 68.16 # 55.07 # 163.8 " 9.502#
Maximum 3.381# 1.259$ 1.920$ 6.567# 21.86 # 129.4 # 239.4 # 838.2 " 116.8 # 575.1 # 582.8 " 39.23 #
Minimum 1.036# 0.696$ 0.753$ 1.287# 1.862# 7.992# 13.25 # 126.9 " 41.84 # 29.21 # 47.01 " 2.645#
Total 60.00# 27.79$ 33.36$ 75.58# 223.0 # 792.4 # 1540 #11136 " 2098 # 3302 # 6726 " 402.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 72.38 $ " ... Relative Uncertainty +/-10%
Ann. Median 14.12 $ # ... Relative Uncertainty +/-15%
Annual Total 26417 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 838.2 $ 0.696$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604053 Kent River - Styx Junction 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 2.419# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 2.218# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 2.062# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 1.842# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 1.719# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 1.621# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 1.635# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 1.575# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 1.501# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 1.372# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 1.267# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 1.200# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1.200# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 1.176# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 1.116# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 1.085# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.977$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.929$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.843$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.798$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.720$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 1.109$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 1.272# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 1.077# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 1.093# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 1.031# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 1.069# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 1.104# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.941$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.860$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.796$ [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 1.278$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 1.116$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 2.419$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.720$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 39.63 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1.278$ # ... Relative Uncertainty +/-15%
Ann. Median 1.116$ $ ... Relative Uncertainty +/-20%
Annual Total 39.63 $ [ ... Not Available
Missing Days 334
Maximum Minimum
Daily 2.419$ 0.720$