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Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 1995
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] 0.087& 0.127& 35.01 " 473.5 " 118.9 " 45.88 " 0.103& 0.033& 1
2 [ ] [ ] [ ] [ ] 0.082& 0.129& 34.67 " 349.3 " 237.4 " 41.77 " 0.040& 0.035& 2
3 [ ] [ ] [ ] [ ] 0.072& 0.096& 32.56 " 255.5 " 750.9 " 26.55 & 0.039& 0.029& 3
4 [ ] [ ] [ ] [ ] 0.070& 0.082& 29.91 " 196.7 " 393.8 " 2.779& 0.045& 0.039& 4
5 [ ] [ ] [ ] [ ] 0.072& 8.842& 39.66 " 157.2 " 193.4 " 1.432& 0.045& 0.046& 5
6 [ ] [ ] [ ] [ ] 0.074& 26.81 & 136.7 " 131.6 " 611.6 " 2.025& 0.051& 0.043& 6
7 [ ] [ ] [ ] [ ] 0.084& 58.80 " 77.23 " 117.1 " 395.3 " 1.673& 0.048& 0.027& 7
8 [ ] [ ] [ ] [ ] 0.093& 105.3 " 411.8 " 365.3 " 198.1 " 0.650& 0.048& 0.024& 8
9 [ ] [ ] [ ] [ ] 0.145& 97.78 " 510.3 "1092 " 203.4 " 0.241& 0.053& 0.025& 9
10 [ ] [ ] [ ] [ ] 0.248& 45.21 " 189.6 " 740.0 " 146.5 " 0.308& 0.061& 0.032& 10
11 [ ] [ ] [ ] [ ] 0.209& 29.14 " 305.6 " 401.9 " 125.6 " 2.055& 0.056& 0.148& 11
12 [ ] [ ] [ ] [ ] 0.186& 22.73 & 496.5 "1485 " 116.6 " 2.399& 0.044& 0.157& 12
13 [ ] [ ] [ ] [ ] 0.136& 21.45 & 220.7 "2321 " 105.3 " 0.247& 0.038& 0.314& 13
14 [ ] [ ] [ ] 0.109& 0.113& 22.26 & 148.3 " 767.3 " 100.4 " 0.067& 0.041& 0.582& 14
15 [ ] [ ] [ ] 0.072& 0.106& 18.14 & 123.4 " 383.8 " 99.48 " 0.047& 0.034& 0.231& 15
16 [ ] [ ] [ ] 0.074& 0.110& 15.72 & 77.64 " 286.0 " 88.08 " 0.047& 0.031& 0.059& 16
17 [ ] [ ] [ ] 0.094& 0.236& 14.53 & 36.82 " 571.7 " 82.16 " 32.87 & 0.035& 0.037& 17
18 [ ] [ ] [ ] 0.079& 0.180& 13.59 &1182 " 283.4 " 80.44 " 148.9 " 0.038& 0.030& 18
19 [ ] [ ] [ ] 0.073& 0.136& 13.04 &6741 " 540.1 " 85.17 " 37.69 & 0.041& 0.024& 19
20 [ ] [ ] [ ] 0.062& 0.112& 92.03 &3182 " 484.4 " 83.17 " 9.505& 0.039& 0.028& 20
21 [ ] [ ] [ ] 0.065& 0.122& 66.01 "1052 " 328.6 " 72.18 " 2.291& 0.036& 0.030& 21
22 [ ] [ ] [ ] 0.068& 0.151& 168.8 " 494.9 " 373.5 " 69.34 " 0.225& 0.037& 0.027& 22
23 [ ] [ ] [ ] 0.072& 0.228& 187.3 " 439.8 " 308.9 " 65.48 " 0.056& 0.040& 0.117& 23
24 [ ] [ ] [ ] 0.068& 0.142& 80.30 "3419 " 357.2 " 62.84 " 0.041& 0.041& 15.91 & 24
25 [ ] [ ] [ ] 0.063& 0.118& 159.1 "2200 " 245.8 " 59.84 " 0.039& 0.044& 135.8 & 25
26 [ ] [ ] [ ] 0.064& 0.103& 100.0 " 773.7 " 219.9 " 56.51 " 0.039& 0.050& 5.404& 26
27 [ ] [ ] [ ] 0.111& 0.093& 66.08 " 434.9 " 171.6 " 53.40 " 0.037& 0.049& 0.107& 27
28 [ ] [ ] [ ] 0.105& 0.209& 47.89 "1392 " 146.3 " 50.53 " 0.035& 0.048& 0.081& 28
29 [ ] [ ] 0.102& 0.128& 40.76 "2992 " 136.1 " 47.50 " 0.034& 0.043& 0.060& 29
30 [ ] [ ] 0.094& 0.100& 37.24 "1798 " 124.6 " 46.42 " 0.075& 0.034& 0.043& 30
31 [ ] [ ] 0.089& 780.1 " 114.9 " 0.663& 0.042& 31
Mean [ ] [ ] [ ] 0.081& 0.130& 51.98 & 960.9 " 449.3 " 160.0 " 11.64 & 0.045& 5.146&
Median [ ] [ ] [ ] 0.073& 0.113& 33.19 & 434.9 " 328.6 " 93.78 " 0.650& 0.042& 0.043&
Maximum [ ] [ ] [ ] 0.111& 0.248& 187.3 &6741 "2321 " 750.9 " 148.9 & 0.103& 135.8 &
Minimum [ ] [ ] [ ] 0.062& 0.070& 0.082& 29.91 " 114.9 " 46.42 " 0.034& 0.031& 0.024&
Total [ ] [ ] [ ] 1.37& 4.04& 1559 &29789 "13929 " 4800 " 360.7 & 1.35& 159.5 &
Missing Days 31 28 31 13 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 193.1 & " ... Relative Uncertainty +/-10%
Ann. Median 2.173& & ... Relative Uncertainty +/-30%
Annual Total 50604 & [ ... Not Available
Missing Days 103
Maximum Minimum
Daily 6741 & 0.024&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd 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 0.043& 0.042& 0.059& 0.083& 0.005& 0.000& 290.2 "2098 " 127.9 " 123.4 " 17.04 & 7.283& 1
2 0.040& 0.039& 0.058& 0.091& 0.002& 0.000& 159.7 " 782.3 " 106.6 " 104.8 " 15.09 & 1.516& 2
3 0.035& 0.038& 0.055& 0.090& 0.000& 0.000& 519.7 "1041 " 105.6 " 92.38 " 13.42 & 0.111& 3
4 0.031& 0.031& 0.052& 0.100& 0.001& 0.000& 326.1 "1019 " 86.23 " 81.62 " 10.92 & 0.043& 4
5 0.037& 0.026& 0.053& 0.102& 0.001& 0.000& 199.8 "1469 " 81.20 " 69.31 " 6.499& 0.032& 5
6 0.041& 0.021& 0.052& 0.110& 0.000& 0.000& 620.4 " 559.2 " 306.2 " 62.94 " 0.126& 0.023& 6
7 0.045& 0.015& 0.055& 0.123& 0.000& 0.000&1588 " 416.1 " 213.2 " 56.75 " 0.079& 0.014& 7
8 0.044& 0.017& 0.075& 0.131& 0.070& 0.000&1377 " 340.3 " 171.6 " 54.42 " 0.053& 0.012& 8
9 0.041& 0.023& 0.099& 0.123& 0.003& 0.000& 334.1 " 360.0 " 265.7 " 59.42 " 0.029& 0.011& 9
10 0.037& 0.025& 0.094& 0.110& 0.004& 0.000& 203.5 " 656.9 "3538 " 92.17 " 0.029& 0.010& 10
11 0.041& 0.021& 0.087& 0.102& 0.000& 0.000& 151.0 " 673.3 " 779.9 " 84.27 " 0.023& 0.051& 11
12 0.043& 0.019& 0.091& 0.067& 0.000& 0.025& 138.3 " 501.2 " 334.6 " 59.04 " 0.017& 309.6 & 12
13 0.039& 0.015& 0.099& 0.066& 0.000& 0.000& 148.7 " 774.9 " 240.8 " 47.79 " 0.017& 70.76 " 13
14 0.042& 0.020& 0.126& 0.077& 0.000& 0.000& 119.6 " 430.2 " 567.3 " 43.43 " 0.025& 24.61 & 14
15 0.046& 0.030& 0.105& 0.059& 0.000& 0.108& 214.7 " 452.1 "1400 " 42.90 " 274.7 & 8.642& 15
16 0.059& 0.035& 0.116& 0.020& 0.000& 3.230& 711.8 " 278.9 " 698.5 " 35.37 " 82.31 " 1.018& 16
17 0.072& 0.034& 0.120& 0.013& 0.000& 84.07 &1669 " 218.2 " 361.0 " 32.90 " 25.59 & 0.289& 17
18 0.067& 0.029& 0.126& 0.014& 0.000& 274.4 $1022 " 163.5 " 353.5 " 29.37 " 10.22 & 0.136& 18
19 0.040& 0.030& 0.120& 0.022& 0.000& 147.1 $ 440.9 " 139.5 " 214.5 " 26.71 " 2.120& 0.072& 19
20 0.037& 0.039& 0.117& 0.031& 0.000& 141.5 $ 259.5 "1123 " 161.5 " 24.63 & 0.173& 0.055& 20
21 0.044& 0.043& 0.115& 0.011& 0.000& 295.7 $2100 " 508.9 " 181.3 " 233.3 & 0.041& 0.032& 21
22 0.052& 0.048& 0.110& 0.013& 0.000& 191.1 $2339 " 286.8 " 783.8 " 547.4 " 0.025& 0.028& 22
23 0.039& 0.047& 0.100& 0.008& 0.000& 118.3 $1157 " 249.6 " 271.3 " 569.9 " 0.020& 0.028& 23
24 0.028& 0.048& 0.101& 0.007& 0.000& 81.10 $2134 " 258.9 " 175.0 " 196.8 " 0.016& 0.021& 24
25 0.041& 0.045& 0.085& 0.014& 0.000& 67.28 $ 694.1 " 173.5 " 138.5 " 84.09 " 0.017& 0.019& 25
26 0.049& 0.039& 0.084& 0.014& 0.000& 107.2 $ 469.6 " 155.1 " 226.2 " 59.05 " 0.012& 0.018& 26
27 0.041& 0.038& 0.088& 0.007& 0.000& 231.0 "2333 " 239.7 "1633 " 45.02 " 0.013& 0.019& 27
28 0.039& 0.042& 0.095& 0.007& 0.000& 401.6 "1116 " 215.8 " 358.3 " 35.80 " 0.015& 0.018& 28
29 0.053& 0.050& 0.102& 0.005& 0.000& 248.9 " 833.4 " 172.8 " 194.5 " 29.93 " 0.014& 0.025& 29
30 0.044& 0.099& 0.005& 0.000& 720.3 "1650 " 132.9 " 145.6 " 26.38 & 0.022& 0.031& 30
31 0.039& 0.088& 0.009& 2549 " 213.1 " 20.23 & 0.035& 31
Mean 0.044& 0.033& 0.091& 0.054& 0.003& 103.8 & 899.0 " 519.5 " 474.0 " 99.08 & 15.29 & 13.69 &
Median 0.041& 0.034& 0.095& 0.045& 0.000& 1.669& 620.4 " 360.0 " 233.5 " 59.04 & 0.035& 0.032&
Maximum 0.072& 0.050& 0.126& 0.131& 0.070& 720.3 &2549 "2098 "3538 " 569.9 & 274.7 & 309.6 &
Minimum 0.028& 0.015& 0.052& 0.005& 0.000& 0.000& 119.6 " 132.9 " 81.20 " 20.23 & 0.012& 0.010&
Total 1.35& 0.95& 2.83& 1.62& 0.10& 3113 &27870 "16104 "14220 " 3072 & 458.7 & 424.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 178.3 & " ... Relative Uncertainty +/-10%
Ann. Median 0.099& $ ... Relative Uncertainty +/-20%
Annual Total 65269 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3538 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.030& 0.007& 0.009& 0.027& 0.026& 49.68 " 74.86 " 104.7 " 794.5 " 7.490& 0.017& 0.016& 1
2 0.023& 0.006& 0.010& 0.020& 0.022& 69.54 " 65.82 " 86.88 " 576.6 " 3.876& 0.015& 0.011& 2
3 0.015& 0.005& 0.006& 0.027& 0.023& 95.72 " 75.28 " 114.2 " 283.6 " 2.265& 0.017& 0.009& 3
4 0.008& 0.003& 0.008& 0.045& 0.019& 90.78 " 76.01 "7145 $ 193.6 " 1.510& 0.016& 0.011& 4
5 0.006& 0.003& 0.015& 0.067& 0.023& 93.45 " 316.5 "1514 " 465.2 " 0.688& 0.014& 0.012& 5
6 0.006& 0.004& 0.020& 0.050& 0.022& 76.89 " 695.2 " 597.7 "1284 " 0.475& 0.011& 0.010& 6
7 0.010& 0.005& 0.015& 0.049& 0.023& 57.78 " 343.3 " 420.9 " 408.9 " 0.400& 0.012& 0.011& 7
8 0.014& 0.003& 0.013& 0.052& 0.028& 124.5 " 223.2 " 395.3 " 272.5 " 0.793& 0.012& 0.013& 8
9 0.010& 0.004& 0.017& 0.049& 0.032& 133.8 " 500.4 "1355 " 346.4 " 5.352& 0.012& 0.015& 9
10 0.009& 0.004& 0.019& 0.044& 0.039& 182.3 " 197.0 " 704.5 " 647.8 " 16.97 & 0.009& 0.013& 10
11 0.010& 0.005& 0.016& 0.033& 0.044& 177.0 " 140.3 " 397.0 " 482.0 " 5.359& 0.009& 0.008& 11
12 0.008& 0.007& 0.017& 0.027& 0.062& 88.82 " 122.4 " 286.0 " 528.7 " 1.265& 0.012& 0.005& 12
13 0.005& 0.006& 0.016& 0.027& 0.066& 62.85 " 459.8 " 238.8 " 314.6 " 0.595& 0.013& 0.004& 13
14 0.003& 0.006& 0.021& 0.031& 0.061& 50.18 " 340.9 " 987.5 " 206.6 " 0.275& 0.014& 0.005& 14
15 0.003& 0.006& 0.031& 0.037& 0.066& 42.40 " 161.6 "1438 " 164.3 " 0.087& 0.014& 0.008& 15
16 0.004& 0.006& 0.089& 0.044& 0.057& 37.96 " 125.1 " 566.2 " 133.9 " 0.033& 0.012& 0.008& 16
17 0.004& 0.007& 0.056& 0.046& 0.105& 34.30 " 101.0 " 309.8 " 117.0 " 0.021& 0.012& 0.008& 17
18 0.004& 0.007& 0.025& 0.049& 0.206& 476.1 " 86.24 " 227.4 " 78.18 " 0.018& 0.014& 0.009& 18
19 0.006& 0.009& 0.021& 0.048& 0.111&3072 " 77.97 " 191.1 " 70.96 " 0.019& 0.012& 0.009& 19
20 0.010& 0.012& 0.021& 0.041& 0.084&2311 " 71.51 " 167.5 " 48.95 " 0.020& 0.028& 0.010& 20
21 0.007& 0.027& 0.019& 0.041& 0.084& 491.3 " 66.80 " 149.8 " 29.08 & 0.023& 6.214& 0.010& 21
22 0.007& 0.014& 0.016& 0.037& 0.085& 308.6 " 63.10 " 134.7 " 20.62 & 0.025& 6.188& 0.009& 22
23 0.009& 0.016& 0.021& 0.033& 0.153& 239.5 " 61.48 " 118.8 " 15.86 & 0.022& 0.171& 0.007& 23
24 0.014& 0.112& 0.023& 0.033& 0.476& 168.2 " 234.3 " 105.8 " 12.82 & 0.022& 0.043& 0.006& 24
25 0.012& 0.050& 0.026& 0.037& 1.748& 139.3 " 284.2 " 96.77 " 9.883& 0.023& 0.035& 0.007& 25
26 0.007& 0.019& 0.027& 0.039& 0.347& 112.4 " 148.3 " 92.26 " 10.06 & 0.021& 0.027& 0.009& 26
27 0.007& 0.010& 0.023& 0.026& 1.488& 116.0 " 293.3 " 290.3 " 7.812& 0.023& 0.024& 0.012& 27
28 0.009& 0.005& 0.024& 0.019& 12.03 & 130.5 " 162.6 " 456.3 " 6.518& 0.020& 0.024& 0.013& 28
29 0.008& 0.037& 0.024& 10.33 & 97.35 " 311.5 " 258.2 " 6.357& 0.020& 0.024& 0.014& 29
30 0.007& 0.039& 0.041& 9.242& 84.45 " 276.4 " 156.2 " 5.422& 0.018& 0.023& 0.019& 30
31 0.005& 0.040& 21.52 & 147.2 " 121.5 " 0.017& 0.021& 31
Mean 0.009& 0.013& 0.024& 0.038& 1.891& 307.1 " 203.3 " 620.3 $ 251.4 & 1.540& 0.435& 0.010&
Median 0.008& 0.006& 0.021& 0.038& 0.066& 104.9 " 148.3 " 258.2 $ 149.1 & 0.033& 0.015& 0.010&
Maximum 0.030& 0.112& 0.089& 0.067& 21.52 &3072 " 695.2 "7145 $1284 & 16.97 & 6.214& 0.021&
Minimum 0.003& 0.003& 0.006& 0.019& 0.019& 34.30 " 61.48 " 86.88 $ 5.422& 0.017& 0.009& 0.004&
Total 0.28& 0.37& 0.74& 1.14& 58.63& 9214 " 6304 "19228 $ 7543 & 47.74& 13.05& 0.32&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 116.2 & " ... Relative Uncertainty +/-10%
Ann. Median 0.039& $ ... Relative Uncertainty +/-20%
Annual Total 42411 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 7145 & 0.003&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.015& 0.023& 0.033& 0.069& 0.145& 7.655& 56.03 "1135 "2744 " 57.19 " 0.033& 0.012& 1
2 0.011& 0.026& 0.038& 0.073& 0.129& 7.834& 50.09 " 322.7 "1835 " 74.43 " 0.034& 0.011& 2
3 0.016& 0.033& 0.034& 0.077& 0.134& 9.638& 76.19 " 244.9 " 787.9 " 36.69 " 0.031& 0.015& 3
4 0.024& 0.030& 0.028& 0.084& 0.146& 11.80 & 236.8 " 207.0 " 447.1 " 24.78 & 0.033& 0.016& 4
5 0.033& 0.024& 0.027& 0.093& 0.123& 24.69 & 194.0 " 488.2 " 283.2 " 18.05 & 0.038& 0.014& 5
6 0.035& 0.023& 0.028& 0.102& 0.103& 20.97 & 240.6 " 327.6 " 214.7 " 15.89 & 0.038& 0.013& 6
7 0.033& 0.023& 0.032& 0.109& 0.121& 16.66 & 147.5 " 211.9 " 137.2 " 10.54 & 0.032& 0.012& 7
8 0.025& 0.026& 0.052& 0.109& 0.137& 221.5 " 91.96 " 164.0 " 83.91 " 6.252& 0.029& 0.008& 8
9 0.019& 0.030& 0.113& 0.119& 13.07 & 142.5 " 73.57 " 124.2 " 62.98 " 3.617& 0.028& 0.007& 9
10 0.019& 0.037& 0.175& 0.146& 27.43 & 193.5 " 62.97 " 465.3 " 54.13 " 2.530& 0.028& 0.007& 10
11 0.024& 0.041& 0.089& 0.137& 9.150& 176.3 " 58.79 " 394.0 " 44.60 " 2.303& 0.029& 0.008& 11
12 0.019& 0.037& 0.062& 0.128& 5.418& 76.17 " 51.37 " 183.9 " 44.48 " 3.060& 0.030& 0.007& 12
13 0.015& 0.034& 0.058& 0.134& 4.133& 95.38 " 46.18 " 126.6 " 57.21 " 7.716& 0.037& 0.008& 13
14 0.017& 0.028& 0.063& 0.146& 3.559& 57.06 " 43.03 " 97.73 " 35.94 " 9.852& 0.034& 0.012& 14
15 0.013& 0.029& 0.064& 0.182& 3.347& 40.45 " 39.97 " 87.39 " 30.09 " 3.679& 0.031& 0.014& 15
16 0.013& 0.035& 0.064& 0.203& 2.795& 206.4 " 39.86 " 192.0 " 27.46 " 3.904& 0.029& 0.009& 16
17 0.009& 0.038& 0.064& 0.184& 2.746& 914.5 " 43.93 " 197.9 " 35.97 " 19.49 & 0.032& 0.007& 17
18 0.008& 0.036& 0.070& 0.196& 3.729& 265.6 " 65.39 " 330.4 " 36.84 " 18.84 & 0.038& 0.005& 18
19 0.007& 0.032& 0.097& 0.192& 3.776& 115.2 " 85.12 " 203.9 " 27.01 & 5.264& 0.034& 0.005& 19
20 0.007& 0.033& 0.201& 0.200& 4.617& 78.39 " 72.37 " 126.9 " 22.18 & 1.386& 0.036& 0.005& 20
21 0.007& 0.028& 3.741& 0.192& 5.187& 62.46 " 444.2 " 107.3 " 128.3 " 0.642& 0.032& 0.005& 21
22 0.008& 0.031& 0.654& 0.194& 8.490& 53.99 " 292.8 " 84.48 " 246.6 " 0.343& 0.024& 0.007& 22
23 0.014& 0.033& 0.109& 0.187& 7.846& 51.86 " 116.5 " 90.57 " 76.78 " 0.140& 0.021& 0.008& 23
24 0.014& 0.028& 0.076& 0.178& 5.940& 46.45 " 84.78 " 277.3 " 47.47 " 0.057& 0.021& 0.008& 24
25 0.016& 0.023& 0.072& 0.177& 5.214& 207.3 " 256.6 " 117.0 " 78.40 " 0.042& 0.021& 0.010& 25
26 0.017& 0.026& 0.064& 0.192& 5.910& 198.4 " 263.3 " 86.54 " 54.97 " 0.035& 0.018& 0.007& 26
27 0.015& 0.022& 0.052& 0.173& 6.754& 192.4 " 122.6 "1714 " 156.1 " 0.032& 0.020& 0.006& 27
28 0.015& 0.028& 0.044& 0.168& 7.642& 145.5 " 81.96 " 512.8 " 67.47 " 0.023& 0.013& 0.005& 28
29 0.017& 0.048& 0.162& 12.70 & 81.90 " 67.09 "2128 " 43.97 " 0.025& 0.009& 0.005& 29
30 0.019& 0.059& 0.143& 10.75 & 64.52 " 58.39 "1798 " 51.55 " 0.030& 0.007& 0.009& 30
31 0.022& 0.064& 8.339& 1934 " 499.5 " 0.033& 0.015& 31
Mean 0.017& 0.030& 0.206& 0.148& 5.470& 126.2 & 177.3 " 420.9 " 265.5 & 10.54 & 0.028& 0.009&
Median 0.016& 0.029& 0.064& 0.154& 4.617& 77.28 & 76.19 " 207.0 " 60.10 & 3.617& 0.031& 0.008&
Maximum 0.035& 0.041& 3.741& 0.203& 27.43 & 914.5 &1934 "2128 "2744 & 74.43 & 0.038& 0.016&
Minimum 0.007& 0.022& 0.027& 0.069& 0.103& 7.655& 39.86 " 84.48 " 22.18 & 0.023& 0.007& 0.005&
Total 0.53& 0.84& 6.37& 4.45& 169.6 & 3787 & 5498 "13048 " 7964 & 326.9 & 0.84& 0.28&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 84.40 & " ... Relative Uncertainty +/-10%
Ann. Median 0.175& & ... Relative Uncertainty +/-30%
Annual Total 30806 &
Maximum Minimum
Daily 2744 & 0.005&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.011& 0.037& 0.005& 0.003& 0.004& 80.27 " 127.0 " 214.4 " 193.9 " 226.2 " 37.72 " 0.013& 1
2 0.007& 0.038& 0.005& 0.004& 0.007& 564.2 " 108.2 " 196.1 " 462.4 " 135.4 " 34.07 " 0.019& 2
3 0.007& 0.037& 0.005& 0.007& 0.006& 577.0 "6248 $ 171.4 " 861.5 " 103.3 " 33.10 " 0.017& 3
4 0.005& 0.030& 0.007& 0.009& 0.005& 133.0 "6809 $ 154.1 " 499.6 " 87.25 " 30.95 & 0.013& 4
5 0.004& 0.028& 0.007& 0.008& 0.040& 59.70 "1745 # 146.3 " 275.8 " 79.92 " 27.32 & 0.006& 5
6 0.006& 0.031& 0.008& 0.008& 0.041& 38.02 "1576 " 828.0 " 221.3 " 104.9 " 21.79 & 0.006& 6
7 0.010& 0.030& 0.008& 0.011& 0.009& 54.86 " 758.7 " 405.9 " 207.8 " 341.6 " 19.81 & 0.007& 7
8 0.015& 0.025& 0.021& 0.009& 0.007& 169.0 " 507.4 " 259.6 " 182.5 "2225 # 18.68 & 0.008& 8
9 0.017& 0.014& 0.013& 0.008& 0.025& 96.69 " 411.7 " 300.5 " 145.6 " 745.5 " 18.51 & 0.004& 9
10 0.015& 0.010& 0.006& 0.006& 0.095& 127.2 " 466.1 " 797.2 " 345.9 " 322.7 " 15.72 & 0.002& 10
11 0.018& 0.008& 0.006& 0.003& 0.018& 335.9 " 352.4 " 872.4 "2181 # 225.3 " 13.21 & 0.007& 11
12 0.019& 0.009& 0.003& 0.002& 0.013& 312.7 " 296.5 " 497.9 " 516.2 " 188.0 " 10.28 & 0.031& 12
13 0.019& 0.011& 0.004& 0.003& 0.015& 545.8 "1368 # 255.5 "1082 " 538.6 " 8.463& 0.053& 13
14 0.016& 0.009& 0.005& 0.003& 0.021&3193 "2282 # 182.5 "1798 #1328 " 7.836& 0.028& 14
15 0.015& 0.007& 0.004& 0.013& 0.869& 429.3 " 628.1 " 180.3 "1077 " 456.1 " 6.589& 0.012& 15
16 0.016& 0.007& 0.004& 0.006& 0.039& 377.9 "1805 # 221.6 " 471.6 " 366.2 " 6.517& 0.013& 16
17 0.016& 0.007& 0.003& 0.007& 0.007&1232 " 800.6 " 472.5 " 319.2 " 232.2 " 5.495& 0.022& 17
18 0.011& 0.006& 0.004& 0.007& 0.086&1035 " 550.0 " 725.2 " 254.3 " 167.6 " 5.102& 0.035& 18
19 0.012& 0.005& 0.023& 0.007& 0.089& 697.0 " 455.6 " 508.4 " 205.9 " 133.4 " 1.203& 0.069& 19
20 0.016& 0.002& 0.019& 0.004& 0.036& 307.0 " 500.4 " 271.0 " 193.9 " 111.3 " 0.274& 0.060& 20
21 0.020& 0.002& 0.005& 0.004& 0.014& 178.0 " 342.1 " 201.0 " 189.9 " 93.95 " 0.100& 0.052& 21
22 0.024& 0.002& 0.005& 0.003& 0.007& 921.0 " 270.3 " 164.8 " 161.1 " 84.45 " 0.059& 0.046& 22
23 0.027& 0.002& 0.007& 0.002& 0.004& 868.2 " 238.0 " 141.9 " 137.9 " 77.00 " 0.042& 0.032& 23
24 0.015& 0.002& 0.005& 0.002& 0.004& 251.6 " 219.4 " 479.3 " 120.7 " 70.73 " 0.037& 0.016& 24
25 0.012& 0.002& 0.003& 0.002& 0.012&2546 " 436.1 " 898.3 " 111.5 " 63.38 " 0.035& 0.006& 25
26 0.016& 0.002& 0.002& 0.002& 3.547&2100 " 736.6 " 419.7 " 139.2 " 60.26 " 0.033& 0.005& 26
27 0.022& 0.002& 0.003& 0.002&2167 " 481.1 " 416.5 " 282.7 " 147.2 " 57.59 " 0.029& 0.005& 27
28 0.028& 0.003& 0.002& 0.002& 414.7 " 375.7 " 766.5 " 615.9 " 141.9 " 52.86 " 0.017& 0.002& 28
29 0.027& 0.003& 0.003& 157.4 " 264.4 " 431.8 " 600.7 " 124.7 " 47.96 " 0.016& 0.001& 29
30 0.031& 0.002& 0.004& 85.51 " 168.5 " 314.1 " 426.8 " 258.1 " 45.48 " 0.012& 0.001& 30
31 0.038& 0.002& 63.80 " 251.2 " 257.4 " 41.99 " 0.002& 31
Mean 0.017& 0.013& 0.006& 0.005& 93.35 & 617.3 "1039 $ 391.9 " 434.2 # 284.3 # 10.77 & 0.019&
Median 0.016& 0.008& 0.005& 0.004& 0.021& 355.8 " 466.1 $ 282.7 " 214.5 # 111.3 # 6.553& 0.013&
Maximum 0.038& 0.038& 0.023& 0.013&2167 &3193 "6809 $ 898.3 "2181 #2225 # 37.72 & 0.069&
Minimum 0.004& 0.002& 0.002& 0.002& 0.004& 38.02 " 108.2 $ 141.9 " 111.5 # 41.99 # 0.012& 0.001&
Total 0.51& 0.37& 0.20& 0.15& 2894 &18520 "32218 $12149 "13026 # 8813 # 323.0 & 0.59&
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 0.089& # ... Relative Uncertainty +/-15%
Annual Total 87945 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 6809 & 0.001&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.003& 0.009& 0.001& 0.003& 0.023& 56.82 "3082 # 378.9 " 447.0 " 31.28 & 0.036& 0.001& 1
2 0.002& 0.009& 0.000& 0.005& 0.019& 29.21 &1489 # 852.6 " 383.9 " 27.21 & 0.034& 0.001& 2
3 0.001& 0.006& 0.000& 0.005& 0.017& 20.28 & 476.6 " 465.3 " 235.7 " 23.22 & 0.033& 0.000& 3
4 0.001& 0.005& 0.001& 0.001& 0.013& 16.05 &1928 # 284.5 " 164.1 " 19.73 & 0.041& 0.001& 4
5 0.001& 0.002& 0.001& 0.003& 0.013& 13.19 & 812.1 " 869.2 " 807.7 # 47.54 & 0.043& 0.000& 5
6 0.003& 0.002& 0.002& 0.007& 0.014& 11.31 & 464.1 " 714.6 "3831 # 39.85 " 0.039& 0.000& 6
7 0.006& 0.005& 0.003& 0.012& 0.026& 10.16 & 713.5 "1138 " 637.9 " 29.05 & 0.071& 0.000& 7
8 0.004& 0.007& 0.003& 0.012& 0.063& 9.527& 339.1 " 489.9 " 362.1 " 25.40 & 0.078& 0.000& 8
9 0.004& 0.003& 0.046& 0.007& 0.050& 8.908& 279.9 " 354.4 " 236.8 " 25.93 & 0.061& 0.000& 9
10 0.004& 0.001& 0.072& 0.009& 0.049& 13.30 &1452 " 253.2 " 179.0 " 22.33 & 0.046& 0.000& 10
11 0.006& 0.000& 0.006& 0.013& 0.111& 83.22 " 871.7 " 213.6 " 145.2 " 15.87 & 0.036& 0.000& 11
12 0.005& 0.000& 0.004& 0.014& 15.10 & 33.70 " 388.3 " 190.6 " 141.5 " 14.17 & 0.024& 0.000& 12
13 0.008& 0.000& 0.002& 0.017& 17.90 & 495.8 "1451 # 203.7 " 193.2 " 11.55 & 0.021& 0.000& 13
14 0.110& 0.001& 0.002& 0.043& 10.27 & 956.0 # 766.1 " 171.5 " 164.4 " 8.295& 0.018& 0.000& 14
15 0.027& 0.000& 0.004& 0.027& 7.721& 191.9 " 706.9 " 456.5 " 169.7 " 4.450& 0.020& 0.000& 15
16 0.039& 0.000& 0.018& 0.014& 6.177& 112.1 " 870.9 "1168 " 132.4 " 0.765& 0.036& 0.000& 16
17 0.013& 0.000& 0.013& 0.041& 5.000& 82.64 "1184 " 439.0 " 99.14 " 0.098& 0.046& 0.000& 17
18 0.007& 0.001& 0.007& 0.031& 3.480& 73.63 "1196 " 244.8 " 84.55 " 0.030& 0.026& 0.000& 18
19 0.003& 0.000& 0.006& 0.018& 2.396& 286.0 "1006 " 260.3 " 75.44 " 0.027& 0.011& 0.000& 19
20 0.001& 0.000& 0.009& 0.011& 1.681& 348.6 " 852.8 " 309.7 " 65.47 " 0.030& 0.010& 0.000& 20
21 0.004& 0.003& 0.052& 0.010& 1.065& 227.8 " 570.8 " 165.1 " 59.08 " 0.031& 0.010& 0.000& 21
22 0.050& 0.006& 0.016& 0.008& 0.703& 148.9 " 546.6 " 109.9 " 50.94 " 0.033& 0.013& 0.000& 22
23 0.009& 0.009& 0.009& 0.009& 0.692& 148.3 " 393.2 " 99.35 " 43.77 " 0.030& 0.011& 0.000& 23
24 0.003& 0.007& 0.010& 0.009& 1.245& 203.8 " 281.8 " 573.9 " 40.12 " 0.025& 0.006& 0.000& 24
25 0.002& 0.004& 0.007& 0.307& 1.977& 331.4 " 221.5 " 247.4 " 35.52 " 0.024& 0.006& 0.000& 25
26 0.002& 0.001& 0.004& 0.056& 2.371& 232.0 " 187.6 " 611.8 " 34.12 " 0.026& 0.011& 0.000& 26
27 0.001& 0.002& 0.004& 0.073& 1.422& 154.8 " 174.2 " 233.9 " 48.85 " 0.022& 0.031& 0.000& 27
28 0.002& 0.003& 0.005& 0.049& 0.893& 116.1 " 760.6 " 528.1 " 47.21 " 0.031& 0.013& 0.000& 28
29 0.003& 0.002& 0.005& 0.022& 0.774& 91.99 " 429.7 " 680.5 " 39.34 " 0.035& 0.007& 0.000& 29
30 0.013& 0.004& 0.017& 0.802& 140.0 " 251.3 " 875.1 " 35.65 " 0.034& 0.002& 0.000& 30
31 0.010& 0.003& 19.93 & 385.6 "1126 " 0.032& 0.000& 31
Mean 0.011& 0.003& 0.010& 0.028& 3.290& 154.9 & 791.4 # 474.5 " 299.7 # 11.20 & 0.028& 0.000&
Median 0.004& 0.002& 0.004& 0.012& 0.893& 102.0 & 706.9 # 378.9 " 137.0 # 0.765& 0.025& 0.000&
Maximum 0.110& 0.009& 0.072& 0.307& 19.93 & 956.0 &3082 #1168 "3831 # 47.54 & 0.078& 0.001&
Minimum 0.001& 0.000& 0.000& 0.001& 0.013& 8.908& 174.2 # 99.35 " 34.12 # 0.022& 0.002& 0.000&
Total 0.35& 0.09& 0.32& 0.85& 102.0 & 4647 &24533 #14709 " 8991 # 347.2 & 0.84& 0.01&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 145.7 & " ... Relative Uncertainty +/-10%
Ann. Median 0.037& # ... Relative Uncertainty +/-15%
Annual Total 53332 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3831 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.001& 0.001& 0.003& 0.005& 30.64 & 13.01 & 8.830& 29.04 & 108.9 " 0.023& 0.187& 1
2 0.000& 0.000& 0.001& 0.005& 0.004& 19.67 & 15.36 & 5.820& 30.92 & 66.15 " 0.030& 0.150& 2
3 0.000& 0.000& 0.002& 0.009& 0.005& 13.47 & 34.43 & 21.48 & 27.70 & 46.84 " 0.049& 0.154& 3
4 0.000& 0.000& 0.001& 0.009& 0.006& 17.30 & 32.19 & 36.69 & 21.47 & 36.30 " 0.050& 0.643& 4
5 0.000& 0.000& 0.001& 0.010& 0.005& 6.095& 16.39 & 18.89 & 41.21 & 28.79 & 0.063& 0.276& 5
6 0.000& 0.003& 0.000& 0.010& 119.3 & 1.813& 8.845& 90.50 & 61.49 " 23.30 & 0.066& 2.176& 6
7 0.000& 0.004& 0.001& 0.007& 37.53 & 0.159& 21.15 & 73.85 " 62.17 " 18.91 & 0.046& 0.447& 7
8 0.000& 0.001& 0.001& 0.007& 0.367& 5.005& 30.02 & 74.41 " 37.27 " 17.03 & 0.034& 0.162& 8
9 0.000& 0.000& 0.003& 0.009& 0.038& 4.846& 37.01 & 460.3 " 69.50 " 16.79 & 0.040& 0.090& 9
10 0.000& 0.000& 0.001& 0.012& 0.027& 13.23 & 13.76 & 157.7 " 65.50 " 15.29 & 0.057& 0.071& 10
11 0.000& 0.000& 0.001& 0.014& 0.006& 8.527& 6.595& 160.8 " 37.95 " 15.95 & 0.065& 0.071& 11
12 0.000& 0.000& 0.002& 0.015& 0.029& 3.590& 110.1 & 108.5 " 35.55 " 20.14 & 0.066& 0.072& 12
13 0.000& 0.000& 0.003& 0.014& 5.802& 0.296& 46.01 " 175.6 " 31.83 & 16.62 & 0.066& 0.061& 13
14 0.000& 0.000& 0.008& 0.014& 4.108& 0.107& 29.38 & 126.3 " 28.21 & 15.73 & 0.081& 0.056& 14
15 0.000& 0.000& 0.010& 0.023& 0.091& 11.25 & 23.45 & 101.7 " 23.17 & 13.55 & 0.097& 0.067& 15
16 0.000& 0.001& 0.017& 0.021& 0.011& 46.86 " 14.05 & 71.85 " 20.52 & 9.995& 0.083& 0.072& 16
17 0.000& 0.003& 0.028& 0.015& 0.003& 60.23 " 8.923& 51.20 " 18.92 & 8.809& 0.076& 0.067& 17
18 0.000& 0.004& 0.023& 0.011& 0.002& 26.93 & 6.321& 43.32 " 18.39 & 7.382& 0.093& 0.094& 18
19 0.000& 0.004& 0.014& 0.005& 0.004& 21.50 & 6.118& 39.36 " 15.84 & 5.655& 0.340& 0.149& 19
20 0.000& 0.008& 0.004& 0.004&1120 & 15.74 & 11.65 & 34.02 " 11.28 & 3.835& 0.209& 0.114& 20
21 0.000& 0.001& 0.003& 0.004& 80.39 & 5.941& 26.48 & 30.26 & 9.536& 5.643& 0.160& 0.119& 21
22 0.000& 0.002& 0.005& 0.005& 9.347& 0.936& 5.016& 26.36 & 240.0 & 13.42 & 0.126& 0.129& 22
23 0.000& 0.001& 0.005& 0.004& 1.038& 12.38 & 0.105& 26.63 & 117.2 " 9.391& 0.122& 0.104& 23
24 0.000& 0.001& 0.004& 0.005& 10.64 & 36.13 & 0.042& 38.81 " 54.63 " 6.284& 0.124& 0.088& 24
25 0.000& 0.001& 0.006& 0.007& 20.71 & 12.56 & 0.033& 26.45 & 34.22 & 3.825& 0.118& 0.097& 25
26 0.000& 0.000& 0.007& 0.006& 5.848& 7.381& 0.047& 20.32 & 25.05 & 1.982& 0.112& 0.090& 26
27 0.000& 0.000& 0.008& 0.004& 0.168& 3.743& 1.063& 16.78 & 19.70 & 0.922& 0.086& 0.093& 27
28 0.000& 0.000& 0.008& 0.004& 0.053& 0.603& 29.82 & 13.31 & 31.50 & 0.317& 0.056& 0.080& 28
29 0.000& 0.007& 0.005& 375.0 & 0.180& 39.68 " 33.20 & 313.5 " 0.096& 0.044& 0.095& 29
30 0.000& 0.009& 0.005& 182.7 " 17.74 & 27.71 & 64.68 " 283.7 " 0.046& 0.280& 0.093& 30
31 0.000& 0.005& 59.59 " 23.19 & 36.35 " 0.028& 0.087& 31
Mean 0.000& 0.001& 0.006& 0.009& 65.58 & 13.49 & 20.58 & 70.78 & 60.56 & 17.35 & 0.095& 0.202&
Median 0.000& 0.000& 0.004& 0.007& 0.168& 9.887& 15.36 & 38.81 & 31.66 & 13.42 & 0.071& 0.094&
Maximum 0.000& 0.008& 0.028& 0.023&1120 & 60.23 & 110.1 & 460.3 & 313.5 & 108.9 & 0.340& 2.176&
Minimum 0.000& 0.000& 0.000& 0.003& 0.002& 0.107& 0.033& 5.820& 9.536& 0.028& 0.023& 0.056&
Total 0.001& 0.038& 0.191& 0.264&2033 & 404.8 & 638.0 &2194 &1817 & 537.9 & 2.861& 6.252&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.92 & " ... Relative Uncertainty +/-10%
Ann. Median 0.107& & ... Relative Uncertainty +/-30%
Annual Total 7634 &
Maximum Minimum
Daily 1120 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.080& 0.026& 0.001& 0.082& 0.090& 0.171& 75.90 " 144.4 " 391.8 " 44.93 " 77.78 " 1.709& 1
2 0.071& 0.017& 0.001& 0.062& 0.093& 0.297& 65.60 " 115.9 " 311.9 " 42.25 " 67.28 " 1.651& 2
3 0.063& 0.016& 0.001& 0.036& 0.113& 0.208& 47.60 " 92.55 " 269.8 " 40.96 " 46.88 " 1.830& 3
4 0.074& 0.023& 0.003& 0.029& 0.084& 0.280& 63.49 " 236.5 " 164.5 " 40.96 " 39.05 " 1.853& 4
5 0.083& 0.023& 0.003& 0.037& 0.086& 0.332& 69.79 " 389.5 " 126.9 " 44.18 " 33.95 " 1.275& 5
6 0.092& 0.030& 0.000& 0.049& 0.221& 0.298& 47.40 " 172.5 " 104.5 " 66.96 " 29.76 & 1.181& 6
7 0.087& 0.016& 0.000& 0.188& 0.275& 0.320& 123.1 " 128.1 " 95.33 " 62.62 " 26.40 & 0.941& 7
8 0.076& 0.008& 0.003& 0.125& 0.219& 0.272& 131.8 " 119.3 " 85.44 " 51.10 " 23.73 & 0.571& 8
9 0.084& 0.008& 0.008& 0.106& 0.142& 0.246& 79.72 " 427.4 " 80.67 " 44.75 " 21.73 & 0.366& 9
10 0.093& 0.007& 0.005& 0.095& 0.139& 0.248& 275.5 " 773.3 " 75.32 " 41.26 " 20.67 & 0.325& 10
11 0.062& 0.007& 0.002& 0.100& 6.639& 0.319& 345.7 " 307.3 " 70.20 " 39.53 " 19.39 & 0.390& 11
12 0.061& 0.007& 0.003& 0.090& 20.77 & 0.337& 589.1 " 161.4 " 64.65 " 36.94 " 17.96 & 0.316& 12
13 0.054& 0.009& 0.005& 0.083& 10.22 & 70.29 & 286.2 " 125.5 " 61.42 " 35.25 " 16.57 & 0.251& 13
14 0.040& 0.026& 0.010& 0.087& 11.60 & 92.11 " 214.6 " 142.4 " 223.0 " 35.01 " 15.13 & 0.238& 14
15 0.052& 0.040& 0.019& 0.102& 10.91 & 62.03 " 189.9 " 884.5 " 367.3 " 33.69 " 15.04 & 0.238& 15
16 0.076& 0.062& 0.022& 0.118& 0.660& 41.01 " 127.5 " 254.6 " 150.7 " 32.30 " 12.26 & 0.259& 16
17 0.111& 0.059& 0.026& 0.133& 0.165& 34.55 " 103.1 " 154.2 " 106.1 " 58.79 " 10.74 & 0.226& 17
18 0.064& 0.052& 0.030& 0.092& 0.109& 106.2 " 657.8 " 122.6 " 90.26 " 121.1 " 11.32 & 0.196& 18
19 0.049& 0.044& 0.035& 0.080& 0.096& 95.83 " 358.2 " 105.6 " 79.83 " 72.38 " 9.940& 0.177& 19
20 0.034& 0.028& 0.045& 0.075& 0.095& 48.96 " 161.8 " 94.24 " 93.69 " 56.11 " 8.416& 0.152& 20
21 0.039& 0.020& 0.061& 0.065& 0.096& 39.39 " 194.3 " 87.57 " 82.70 " 48.04 " 7.958& 0.124& 21
22 0.052& 0.017& 0.069& 90.65 & 0.106& 34.98 " 221.2 " 81.34 " 82.88 " 43.24 " 7.924& 0.123& 22
23 0.048& 0.017& 0.052& 18.79 & 0.122& 32.05 " 128.3 " 74.45 " 82.45 " 39.23 " 6.899& 0.113& 23
24 0.051& 0.019& 0.049& 0.335& 0.128& 31.15 " 234.5 " 71.81 " 78.35 " 35.70 " 5.663& 0.087& 24
25 0.046& 0.019& 0.059& 0.230& 0.117& 30.19 & 217.3 " 90.77 " 71.88 " 34.70 " 5.525& 0.088& 25
26 0.035& 0.009& 0.055& 0.168& 0.128& 36.60 " 140.3 " 157.6 " 86.99 " 32.46 " 5.439& 0.079& 26
27 0.032& 0.005& 0.056& 0.099& 0.148& 34.22 " 116.4 " 190.0 " 76.09 " 32.12 " 5.009& 0.063& 27
28 0.035& 0.002& 0.046& 0.073& 0.138& 29.67 & 92.86 " 116.8 " 61.63 " 52.55 " 3.719& 0.048& 28
29 0.036& 0.047& 0.059& 0.129& 169.7 " 84.22 " 102.1 " 54.74 " 51.62 " 2.791& 0.042& 29
30 0.034& 0.062& 0.074& 0.131& 63.96 " 140.4 " 142.3 " 49.14 " 40.27 " 2.232& 0.036& 30
31 0.039& 0.090& 0.139& 109.4 " 518.8 " 36.49 " 0.032& 31
Mean 0.060& 0.022& 0.028& 3.744& 2.068& 35.21 & 183.6 " 212.4 " 124.7 " 46.69 " 19.24 & 0.483&
Median 0.054& 0.018& 0.022& 0.091& 0.131& 31.60 & 131.8 " 142.3 " 84.16 " 41.26 " 13.65 & 0.238&
Maximum 0.111& 0.062& 0.090& 90.65 & 20.77 & 169.7 & 657.8 " 884.5 " 391.8 " 121.1 " 77.78 & 1.853&
Minimum 0.032& 0.002& 0.000& 0.029& 0.084& 0.171& 47.40 " 71.81 " 49.14 " 32.12 " 2.232& 0.032&
Total 1.852& 0.613& 0.866& 112.3 & 64.12 &1056 &5693 "6585 "3740 "1447 " 577.1 & 14.98 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 52.86 & " ... Relative Uncertainty +/-10%
Ann. Median 1.275& & ... Relative Uncertainty +/-30%
Annual Total 19294 &
Maximum Minimum
Daily 884.5 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.036& 0.003& 0.048& 0.277& 0.291& 15.46 & 43.05 & 206.9 " 28.01 & 44.36 " 0.199& 0.219& 1
2 0.033& 0.031& 0.055& 0.294& 0.275& 19.35 & 41.63 & 130.6 " 25.15 & 36.66 " 0.232& 0.216& 2
3 0.023& 0.025& 0.054& 0.292& 0.251& 17.00 & 258.6 " 897.4 " 25.20 & 32.21 " 0.228& 0.209& 3
4 0.033& 0.025& 0.061& 0.279& 0.238& 10.45 & 112.9 " 286.3 " 42.09 " 26.54 & 0.210& 0.216& 4
5 0.019& 0.017& 0.065& 0.265& 0.263& 1.170& 165.5 " 146.5 " 36.43 " 18.60 & 0.213& 0.222& 5
6 0.012& 0.014& 0.072& 0.273& 0.264& 0.691& 183.5 " 96.14 " 31.14 & 13.83 & 0.221& 0.258& 6
7 0.009& 0.007& 0.061& 0.261& 0.274& 0.534& 74.96 " 70.29 " 246.7 & 10.48 & 0.210& 0.223& 7
8 0.009& 0.008& 0.047& 0.258& 0.300& 0.472& 43.67 " 57.51 " 288.2 " 7.001& 0.178& 0.211& 8
9 0.016& 0.009& 0.047& 0.256& 0.300& 0.436& 112.0 " 48.61 " 198.2 " 4.860& 0.177& 0.206& 9
10 0.015& 0.011& 0.051& 0.301& 0.311& 0.514& 471.3 " 309.6 " 488.4 " 2.525& 0.182& 0.225& 10
11 0.014& 0.014& 0.068& 0.657& 0.328& 0.436& 189.5 " 945.1 " 411.6 " 0.619& 0.204& 0.243& 11
12 0.016& 0.021& 0.089& 0.602& 0.740& 0.406& 89.35 " 287.7 " 413.2 " 10.94 & 0.229& 0.265& 12
13 0.014& 0.025& 0.068& 0.436& 0.480& 0.394& 106.8 " 121.0 " 281.6 " 102.9 " 0.234& 0.270& 13
14 0.012& 0.027& 0.078& 0.388& 0.393& 0.419& 122.4 " 85.54 " 131.9 " 42.38 " 0.213& 0.255& 14
15 0.020& 0.030& 0.097& 0.369& 0.932& 0.431& 65.71 " 74.58 " 86.88 " 26.89 & 0.204& 0.234& 15
16 0.028& 0.081& 0.103& 0.339& 0.950& 0.446& 46.61 " 132.7 " 63.61 " 19.74 & 0.272& 0.233& 16
17 0.017& 0.090& 0.115& 0.715& 0.535& 0.421& 35.59 " 160.9 " 52.12 " 17.19 & 0.336& 0.242& 17
18 0.013& 0.059& 0.149& 0.507& 0.429& 0.409& 28.15 & 82.72 " 46.26 " 12.63 & 0.466& 0.253& 18
19 0.029& 0.045& 0.137& 0.404& 0.400& 0.409& 22.80 & 66.23 " 50.48 " 8.838& 0.393& 0.265& 19
20 0.032& 0.047& 0.141& 0.398& 32.65 & 0.402& 46.36 & 83.74 " 374.4 " 6.848& 0.338& 0.277& 20
21 0.020& 0.093& 0.152& 0.398& 125.3 " 0.410& 50.31 " 317.0 " 707.1 " 4.531& 0.286& 0.232& 21
22 0.013& 0.138& 0.175& 0.384& 35.21 & 0.603& 54.77 " 680.3 " 768.3 " 0.345& 0.292& 0.197& 22
23 0.020& 0.117& 0.195& 0.361& 19.25 & 0.717& 32.05 & 167.8 " 849.9 " 0.203& 0.321& 0.171& 23
24 0.035& 0.095& 0.219& 0.375& 13.07 & 0.721& 25.10 & 99.13 " 354.6 " 0.192& 0.359& 0.151& 24
25 0.020& 0.093& 0.201& 0.354& 10.14 & 4.859& 27.12 & 70.70 " 201.0 " 0.186& 0.306& 0.128& 25
26 0.019& 0.089& 0.210& 0.472& 8.228& 3.255& 56.28 " 54.42 " 119.6 " 0.160& 0.272& 0.092& 26
27 0.009& 0.066& 0.209& 0.359& 6.606& 6.165& 65.47 " 46.86 " 86.53 " 0.177& 0.297& 0.097& 27
28 0.008& 0.045& 0.263& 0.312& 5.512& 46.20 " 37.62 & 45.68 " 66.97 " 0.196& 0.269& 0.089& 28
29 0.003& 0.295& 0.295& 4.756& 39.73 " 28.58 & 45.99 " 58.27 " 0.193& 0.250& 0.074& 29
30 0.002& 0.408& 0.304& 7.914& 103.6 " 742.8 " 36.29 " 54.41 " 0.194& 0.212& 0.121& 30
31 0.002& 0.343& 13.67 & 226.4 " 30.85 & 0.192& 0.127& 31
Mean 0.018& 0.047& 0.138& 0.373& 9.362& 9.216& 116.4 & 189.8 & 219.6 & 14.60 & 0.260& 0.201&
Median 0.016& 0.030& 0.103& 0.356& 0.535& 0.569& 56.28 & 96.14 & 103.2 & 7.001& 0.233& 0.219&
Maximum 0.036& 0.138& 0.408& 0.715& 125.3 & 103.6 & 742.8 & 945.1 & 849.9 & 102.9 & 0.466& 0.277&
Minimum 0.002& 0.003& 0.047& 0.256& 0.238& 0.394& 22.80 & 30.85 & 25.15 & 0.160& 0.177& 0.074&
Total 0.551& 1.324& 4.276& 11.18 & 290.2 & 276.5 &3607 &5885 &6588 & 452.6 & 7.803& 6.217&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 46.93 & " ... Relative Uncertainty +/-10%
Ann. Median 0.354& & ... Relative Uncertainty +/-30%
Annual Total 17131 &
Maximum Minimum
Daily 945.1 & 0.002&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.122& 0.017& 0.016& 0.005& 0.155& 0.141& 1.964& 141.2 " 116.6 " 0.156& 0.043& 0.077& 1
2 0.099& 0.024& 0.014& 0.010& 0.156& 0.118& 55.97 & 70.99 " 101.6 " 0.124& 0.100& 0.075& 2
3 0.067& 0.024& 0.021& 0.017& 0.150& 0.109& 40.69 & 35.04 & 88.56 " 0.106& 0.081& 0.069& 3
4 0.056& 0.018& 0.013& 0.040& 0.158& 0.468& 21.49 & 23.72 & 85.62 " 0.086& 0.048& 0.062& 4
5 0.083& 0.010& 0.014& 0.047& 0.161& 0.369& 54.37 " 596.6 & 104.2 " 0.084& 0.039& 0.070& 5
6 0.097& 0.010& 0.011& 0.054& 0.167& 0.331& 141.3 & 230.8 " 117.2 " 0.108& 0.046& 0.075& 6
7 0.115& 0.013& 0.021& 0.053& 0.447& 7.494& 539.0 " 107.8 " 108.9 " 0.046& 0.046& 0.068& 7
8 0.110& 0.028& 0.026& 0.077& 0.370& 0.371& 350.9 " 118.9 " 92.44 " 0.036& 0.063& 0.052& 8
9 0.129& 0.081& 0.028& 0.093& 8.668& 0.260& 91.46 " 97.61 " 88.11 " 0.039& 0.113& 0.041& 9
10 0.114& 0.113& 0.038& 0.104& 1.609& 54.60 & 33.17 & 83.81 " 76.80 " 0.034& 0.118& 0.028& 10
11 0.090& 0.083& 0.041& 0.073& 0.224& 246.1 " 17.63 & 555.2 " 67.31 " 0.048& 0.134& 0.017& 11
12 0.068& 0.045& 0.042& 0.071& 0.096& 103.4 " 47.15 & 701.0 " 62.70 " 0.048& 0.115& 0.007& 12
13 0.042& 0.033& 0.034& 0.092& 0.064& 34.80 & 25.48 & 292.5 " 59.65 " 0.034& 0.114& 0.004& 13
14 0.040& 0.027& 0.032& 0.104& 0.054& 2.818& 8.401& 449.1 " 56.48 " 0.031& 0.118& 0.004& 14
15 0.051& 0.031& 0.039& 0.118& 0.089& 0.290& 3.192& 212.7 " 33.74 & 0.027& 0.117& 0.004& 15
16 0.042& 0.028& 0.053& 0.097& 0.128& 44.92 & 0.837& 147.4 " 0.437& 0.022& 0.123& 0.003& 16
17 0.040& 0.022& 0.049& 0.112& 0.196& 115.5 " 0.383& 198.0 " 0.395& 0.022& 0.117& 0.010& 17
18 0.051& 0.029& 0.040& 0.143& 0.274& 13.75 & 0.322& 220.6 " 0.574& 0.024& 0.123& 0.009& 18
19 0.048& 0.033& 0.031& 0.153& 0.156& 1.019& 0.308& 154.1 " 25.92 & 0.028& 0.147& 0.005& 19
20 0.079& 0.019& 0.024& 0.145& 0.092& 0.200& 0.335& 266.0 " 2.923& 0.025& 0.131& 0.006& 20
21 0.084& 0.007& 0.017& 0.195& 1.574& 0.189& 383.3 & 446.9 " 0.241& 0.044& 0.107& 0.002& 21
22 0.082& 0.004& 0.018& 0.156& 2.705& 35.87 & 284.5 " 279.6 " 0.374& 0.028& 0.095& 0.001& 22
23 0.087& 0.003& 0.017& 0.137& 0.188& 10.79 & 60.40 " 896.9 " 0.539& 0.028& 0.103& 0.002& 23
24 0.075& 0.004& 0.014& 0.257& 0.099& 10.95 & 27.54 & 954.6 " 0.669& 0.029& 0.123& 0.001& 24
25 0.055& 0.004& 0.008& 0.269& 0.075& 2.132& 24.07 & 666.8 " 1.142& 0.019& 0.299& 0.001& 25
26 0.044& 0.004& 0.005& 0.192& 0.061& 0.309& 8.293& 549.0 " 1.002& 0.017& 0.348& 0.000& 26
27 0.036& 0.004& 0.005& 0.179& 0.077& 246.0 & 2.491& 466.8 " 0.767& 0.031& 0.285& 0.000& 27
28 0.036& 0.004& 0.002& 0.179& 0.100& 99.28 " 0.572& 361.4 " 0.612& 0.057& 0.188& 0.001& 28
29 0.039& 0.003& 0.003& 0.178& 0.102& 35.11 " 378.3 & 221.8 " 0.365& 0.037& 0.118& 0.001& 29
30 0.034& 0.007& 0.164& 0.135& 15.37 & 499.7 " 162.6 " 0.229& 0.029& 0.085& 0.001& 30
31 0.018& 0.004& 0.234& 82.75 " 135.8 " 0.041& 0.000& 31
Mean 0.069& 0.025& 0.022& 0.117& 0.605& 36.10 & 102.8 & 317.6 & 43.20 & 0.048& 0.123& 0.022&
Median 0.067& 0.019& 0.018& 0.108& 0.156& 5.156& 27.54 & 221.8 & 29.83 & 0.034& 0.116& 0.005&
Maximum 0.129& 0.113& 0.053& 0.269& 8.668& 246.1 & 539.0 & 954.6 & 117.2 & 0.156& 0.348& 0.077&
Minimum 0.018& 0.003& 0.002& 0.005& 0.054& 0.109& 0.308& 23.72 & 0.229& 0.017& 0.039& 0.000&
Total 2.133& 0.723& 0.689& 3.515& 18.76 &1083 &3186 &9845 &1296 & 1.487& 3.689& 0.696&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.19 & " ... Relative Uncertainty +/-10%
Ann. Median 0.108& & ... Relative Uncertainty +/-30%
Annual Total 15442 &
Maximum Minimum
Daily 954.6 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.001& 0.001& 0.325& 0.326& 0.338& 73.65 " 42.24 " 28.89 & 77.89 " 3.155& 0.014& 1
2 0.011& 0.000& 0.001& 0.101& 0.567& 0.346& 49.71 " 205.2 " 34.10 & 79.09 " 0.928& 0.013& 2
3 0.107& 0.000& 0.003& 0.069& 0.350& 0.553& 93.77 " 108.5 " 34.26 " 50.52 " 0.186& 0.006& 3
4 0.117& 0.000& 0.002& 0.067& 0.278& 0.636& 199.9 " 68.63 " 55.41 " 86.17 " 0.080& 0.010& 4
5 0.117& 0.000& 0.000& 0.064& 0.254& 0.657& 114.7 " 78.52 " 305.0 " 144.8 " 3.146& 0.015& 5
6 0.128& 0.000& 0.000& 0.066& 0.244& 1.341& 56.05 " 65.12 "1304 " 903.6 " 4.793& 0.017& 6
7 0.108& 0.000& 0.000& 0.083& 0.252& 374.3 & 37.69 " 50.37 " 756.9 " 265.9 " 1.683& 0.017& 7
8 0.099& 0.000& 0.000& 0.113& 0.265& 178.0 " 29.84 & 41.05 " 424.8 " 112.6 " 7.114& 0.011& 8
9 0.113& 0.000& 0.001& 0.137& 0.265& 475.5 " 23.21 & 36.74 " 347.5 " 91.92 " 3.252& 0.003& 9
10 0.126& 0.001& 0.030& 0.120& 0.265& 523.3 " 15.32 & 52.41 " 157.9 " 61.78 " 0.341& 0.003& 10
11 0.103& 0.000& 0.023& 0.094& 0.369& 276.4 " 10.26 & 64.25 " 110.3 " 45.07 " 0.046& 0.002& 11
12 0.089& 0.000& 0.016& 0.101& 0.322& 412.2 " 8.083& 189.4 " 149.0 " 41.08 " 0.025& 0.002& 12
13 0.070& 0.001& 0.011& 0.106& 0.454& 243.3 " 447.2 & 389.8 " 113.4 " 33.70 " 0.017& 0.001& 13
14 0.044& 0.011& 0.007& 0.082& 0.279& 148.6 " 598.4 " 523.0 " 219.2 " 27.22 & 0.017& 0.001& 14
15 0.035& 0.006& 0.006& 0.074& 0.372& 161.6 " 181.2 " 183.6 " 88.76 " 21.96 & 0.017& 0.001& 15
16 0.027& 0.004& 0.003& 0.096&1130 & 299.8 " 102.0 "1120 " 65.55 " 17.56 & 0.014& 0.000& 16
17 0.031& 0.003& 0.002& 0.103& 156.6 " 295.8 " 70.27 "1240 # 508.0 " 13.68 & 0.008& 0.000& 17
18 0.022& 0.004& 0.007& 0.090& 565.8 & 138.6 " 203.6 "1456 # 204.9 " 10.98 & 0.007& 0.000& 18
19 0.011& 0.002& 0.008& 0.080& 741.1 " 95.60 " 113.3 " 401.2 " 108.2 " 8.788& 0.007& 0.000& 19
20 0.007& 0.002& 0.007& 0.080& 124.1 " 59.23 " 263.8 " 202.2 " 135.1 " 6.953& 0.008& 0.000& 20
21 0.008& 0.003& 0.006& 0.266& 52.25 " 38.16 " 866.2 " 174.3 " 161.8 " 25.39 & 0.007& 0.000& 21
22 0.010& 0.005& 0.005& 0.250& 27.62 & 31.56 & 224.2 " 115.9 " 89.58 " 46.79 " 0.013& 0.000& 22
23 0.012& 0.004& 0.002& 0.346& 12.01 &1788 & 195.7 " 81.84 " 81.95 " 22.67 & 0.011& 0.000& 23
24 0.010& 0.002& 0.001& 0.262& 2.386& 640.4 " 122.2 " 64.29 " 52.01 " 16.07 & 0.009& 0.000& 24
25 0.008& 0.003& 0.003& 0.211& 0.404& 166.7 " 97.81 " 52.35 " 39.49 " 26.74 & 0.005& 0.000& 25
26 0.009& 0.004& 0.005& 0.192& 0.265& 98.20 " 82.85 " 43.80 " 37.14 " 27.52 & 0.002& 0.000& 26
27 0.009& 0.002& 0.006& 0.194& 0.265& 72.58 " 70.26 " 41.86 " 38.17 " 17.87 & 0.114& 0.000& 27
28 0.006& 0.002& 0.012& 0.216& 0.265& 47.59 " 59.41 " 61.84 " 39.66 " 15.87 & 0.052& 0.000& 28
29 0.006& 0.011& 0.216& 0.265& 135.5 " 52.12 " 49.88 " 38.39 " 8.457& 0.030& 0.000& 29
30 0.004& 0.024& 0.243& 0.265& 205.8 " 45.14 " 42.82 " 41.61 " 7.600& 0.014& 0.000& 30
31 0.002& 0.202& 0.266& 40.46 " 33.33 " 9.299& 0.000& 31
Mean 0.047& 0.002& 0.013& 0.148& 90.92 & 230.3 & 146.7 & 234.9 # 192.4 & 75.02 & 0.837& 0.004&
Median 0.022& 0.002& 0.005& 0.104& 0.326& 143.6 & 82.85 & 68.63 # 98.88 & 27.22 & 0.021& 0.000&
Maximum 0.128& 0.011& 0.202& 0.346&1130 &1788 & 866.2 &1456 #1304 & 903.6 & 7.114& 0.017&
Minimum 0.000& 0.000& 0.000& 0.064& 0.244& 0.338& 8.083& 33.33 # 28.89 & 6.953& 0.002& 0.000&
Total 1.449& 0.058& 0.407& 4.447&2818 &6910 &4548 &7280 #5771 &2326 & 25.10 & 0.118&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 81.33 & " ... Relative Uncertainty +/-10%
Ann. Median 0.266& # ... Relative Uncertainty +/-15%
Annual Total 29686 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1788 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.001& 0.000& 0.000& 0.000& 0.000& 134.0 " 26.42 & 0.000& 0.000& 0.000& 1
2 0.000& 0.001& 0.001& 0.000& 0.000& 0.000& 0.000& 50.09 & 2.590& 0.000& 0.000& 0.000& 2
3 0.000& 0.001& 0.003& 0.000& 0.000& 0.000& 0.000& 0.298& 0.045& 0.002& 0.000& 0.000& 3
4 0.001& 0.000& 0.002& 0.000& 0.000& 0.000& 0.000& 0.003& 0.002& 0.000& 0.000& 0.000& 4
5 0.001& 0.000& 0.003& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 5
6 0.000& 0.000& 0.001& 0.000& 0.000& 0.000& 0.000& 32.23 & 0.000& 0.000& 0.004& 0.000& 6
7 0.001& 0.001& 0.001& 0.000& 0.000& 0.000& 0.000& 380.7 " 0.000& 0.000& 0.001& 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 80.40 " 0.000& 0.000& 0.000& 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 23.16 & 0.000& 0.000& 0.007& 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 5.866& 0.002& 0.000& 0.001& 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.513& 0.068& 0.004& 0.000& 0.000& 11
12 0.001& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 24.61 & 0.129& 0.000& 0.000& 0.000& 12
13 0.023& 0.000& 0.000& 0.000& 0.000& 0.091& 0.000& 5.075& 0.124& 0.000& 0.000& 0.000& 13
14 0.012& 0.001& 0.000& 0.000& 0.000& 0.000& 0.000& 0.164& 0.001& 0.000& 0.000& 0.000& 14
15 0.013& 0.002& 0.000& 0.000& 0.004& 0.000& 0.000& 9.461& 0.000& 0.000& 0.000& 0.000& 15
16 0.004& 0.005& 0.000& 0.000& 0.001& 0.000& 0.000& 6.148& 0.000& 0.000& 0.000& 0.000& 16
17 0.001& 0.008& 0.000& 0.000& 0.001& 0.000& 0.000& 0.096& 0.000& 0.000& 0.000& 0.000& 17
18 0.003& 0.005& 0.000& 0.000& 0.000& 0.000& 0.000& 18.44 & 0.000& 0.000& 0.000& 0.000& 18
19 0.003& 0.002& 0.000& 0.000& 0.000& 0.001& 0.000& 235.9 " 0.000& 0.000& 0.000& 0.000& 19
20 0.000& 0.002& 0.000& 0.000& 0.000& 0.000& 1.670& 57.96 " 0.000& 0.000& 0.000& 0.000& 20
21 0.000& 0.002& 0.000& 0.000& 0.000& 0.000& 83.13 & 33.00 & 0.000& 0.000& 0.000& 0.000& 21
22 0.000& 0.003& 0.006& 0.000& 0.000& 0.000& 13.48 & 833.6 " 0.000& 0.000& 0.000& 0.000& 22
23 0.000& 0.003& 0.007& 0.000& 0.000& 0.000& 3.817& 349.6 " 0.000& 0.000& 0.000& 0.000& 23
24 0.028& 0.001& 0.001& 0.000& 0.000& 0.000& 147.9 & 59.37 " 0.000& 0.000& 0.000& 0.000& 24
25 0.045& 0.000& 0.000& 0.002& 0.000& 0.000& 112.0 " 25.00 & 0.000& 0.000& 0.000& 0.000& 25
26 0.003& 0.000& 0.000& 0.001& 0.000& 0.000& 43.12 " 8.682& 0.000& 0.000& 0.000& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 62.29 " 1.164& 0.000& 0.000& 0.000& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 64.42 " 0.060& 0.000& 0.000& 0.000& 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 0.000& 39.02 " 0.005& 0.000& 0.000& 0.011& 0.000& 29
30 0.000& 0.000& 0.000& 0.000& 0.000& 46.73 " 0.036& 0.000& 0.000& 0.000& 0.000& 30
31 0.000& 0.000& 0.000& 177.8 " 165.3 & 0.000& 0.000& 31
Mean 0.005& 0.001& 0.001& 0.000& 0.000& 0.003& 25.65 & 81.97 & 0.980& 0.000& 0.001& 0.000&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 18.44 & 0.000& 0.000& 0.000& 0.000&
Maximum 0.045& 0.008& 0.007& 0.002& 0.004& 0.091& 177.8 & 833.6 & 26.42 & 0.004& 0.011& 0.000&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 0.140& 0.038& 0.025& 0.003& 0.007& 0.094& 795.3 &2541 & 29.39 & 0.006& 0.024& 0.000&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 9.222& " ... Relative Uncertainty +/-10%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 3366 &
Maximum Minimum
Daily 833.6 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 46.83 & 513.1 " 131.9 " 82.88 " 22.11 & 0.000& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 94.83 " 240.3 " 107.8 " 70.60 " 16.45 & 0.000& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 74.47 " 128.9 " 84.03 " 60.83 " 13.24 & 0.000& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 29.57 & 98.62 " 91.58 " 55.97 " 11.82 & 0.000& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 15.52 & 81.81 " 90.75 " 51.29 " 9.533& 0.000& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 12.67 & 788.3 " 70.64 " 47.57 " 8.269& 0.000& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 11.21 & 427.9 " 312.2 " 45.39 " 7.711& 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 24.89 & 164.1 " 452.2 " 54.58 " 7.039& 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 19.56 & 109.3 " 188.3 " 86.85 " 6.067& 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 9.910& 156.9 " 103.7 " 63.07 " 5.186& 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 6.841& 146.6 " 183.1 " 61.37 " 4.157& 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 4.825& 94.55 " 737.4 " 49.88 " 3.157& 0.000& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.022& 3.528& 77.58 " 509.8 " 42.60 " 1.985& 0.000& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.004& 2.887& 89.95 " 571.8 " 37.52 " 1.239& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 2.157& 67.63 " 490.2 " 32.41 " 1.052& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.184& 56.94 " 241.2 " 28.58 & 0.486& 0.001& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.457& 51.90 " 196.0 " 29.89 & 0.151& 0.012& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.772& 49.20 " 167.8 " 42.14 " 0.197& 1.237& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 209.5 & 66.16 " 130.0 " 35.09 " 0.059& 1.916& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 350.1 " 324.0 " 112.0 " 31.13 & 0.011& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 293.7 " 112.4 " 158.7 " 31.27 " 0.001& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 0.037& 226.7 " 270.3 " 233.8 " 29.94 & 0.000& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 0.016& 159.9 " 485.2 " 127.9 " 23.67 & 0.000& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 441.7 " 146.1 "1136 " 20.81 & 0.000& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 277.7 " 125.4 " 403.3 " 18.96 & 0.000& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 142.9 " 385.2 " 310.0 " 19.60 & 0.000& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 0.050& 543.3 " 199.3 " 190.6 " 24.36 & 0.000& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 102.6 & 706.2 " 136.7 " 138.7 " 26.79 & 0.000& 0.000& 28
29 0.000& 0.000& 0.001& 0.000& 21.89 & 364.2 " 449.4 " 112.3 " 24.42 & 0.000& 0.000& 29
30 0.000& 0.000& 0.000& 0.000& 39.93 & 664.9 " 639.3 " 95.43 " 22.70 & 0.000& 0.000& 30
31 0.000& 0.000& 0.000& 551.8 " 199.7 " 30.34 & 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 5.486& 170.9 & 222.0 " 262.6 " 41.37 & 3.997& 0.102&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 46.83 & 146.1 " 175.4 " 35.09 & 0.769& 0.000&
Maximum 0.000& 0.000& 0.000& 0.001& 0.000& 102.6 & 706.2 & 788.3 "1136 " 86.85 & 22.11 & 1.916&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.184& 49.20 " 70.64 " 18.96 & 0.000& 0.000&
Total 0.000& 0.000& 0.000& 0.001& 0.000& 164.6 &5297 &6883 "7879 "1282 & 119.9 & 3.166&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 59.26 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 21628 &
Maximum Minimum
Daily 1136 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.002& 0.000& 63.90 " 63.04 " 390.7 " 33.11 " 26.21 & 8.741& 2.514& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 29.48 & 50.97 " 582.2 " 37.55 " 25.76 & 7.509& 2.469& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 20.45 & 44.85 " 287.1 " 34.92 " 22.88 & 6.815& 2.410& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 16.38 & 71.65 " 165.0 " 30.60 & 21.05 & 7.661& 2.074& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 13.95 & 88.50 " 126.9 " 27.45 & 27.45 & 10.86 & 1.744& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 13.11 & 60.41 " 111.3 " 25.10 & 22.15 & 15.76 & 1.545& 6
7 0.000& 0.000& 0.000& 0.001& 0.000& 12.20 & 45.76 " 97.68 " 23.50 & 18.66 & 23.34 & 1.443& 7
8 0.000& 0.000& 0.000& 0.001& 0.000& 11.99 & 40.98 " 83.24 " 22.63 & 16.16 & 16.17 & 1.559& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 23.87 & 71.97 " 72.88 " 21.44 & 14.18 & 13.19 & 1.949& 9
10 0.000& 0.000& 0.000& 0.000& 0.023& 49.00 " 148.7 " 65.32 " 20.25 & 12.79 & 10.71 & 1.223& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 31.52 & 216.2 " 60.26 " 23.40 & 12.39 & 8.354& 0.526& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 28.86 & 108.8 " 54.72 " 27.21 & 13.14 & 7.331& 0.368& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 22.04 & 86.70 " 51.91 " 25.77 & 12.57 & 6.867& 0.546& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 18.83 & 64.11 " 50.00 " 23.94 & 11.45 & 6.010& 1.298& 14
15 0.000& 0.000& 0.000& 0.002& 0.000& 260.5 & 623.3 " 47.66 " 20.43 & 10.39 & 5.363& 1.333& 15
16 0.000& 0.000& 0.000& 0.003& 0.000& 260.1 " 394.5 " 45.00 " 19.56 & 9.041& 4.915& 1.153& 16
17 0.000& 0.000& 0.000& 0.010& 0.000& 144.6 " 223.6 " 42.90 " 22.19 & 8.619& 4.705& 1.106& 17
18 0.000& 0.000& 0.000& 0.002& 0.000& 75.38 "1023 " 42.31 " 25.38 & 8.450& 4.423& 0.974& 18
19 0.000& 0.000& 0.000& 0.001& 0.000& 49.96 " 511.6 " 43.03 " 31.99 & 7.010& 4.180& 1.042& 19
20 0.000& 0.000& 0.000& 0.002& 0.000& 40.64 " 195.6 " 41.49 " 24.84 & 6.298& 4.141& 1.198& 20
21 0.000& 0.000& 0.000& 0.002& 0.000& 35.12 " 122.6 " 37.79 " 28.46 & 5.695& 3.793& 2.435& 21
22 0.000& 0.000& 0.000& 0.005& 0.003& 31.44 " 97.31 " 36.30 " 36.95 " 5.337& 3.687& 1.981& 22
23 0.000& 0.000& 0.000& 0.004& 0.007& 29.42 &1081 # 35.91 " 27.04 & 6.221& 6.041& 1.982& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 28.85 & 598.8 " 36.32 " 24.29 & 13.46 & 5.417& 2.580& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 45.05 " 244.9 " 35.84 " 77.61 & 41.13 " 4.574& 2.311& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 34.98 " 183.2 " 33.59 " 54.35 " 23.52 & 4.172& 2.625& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 248.8 " 222.5 " 32.02 " 34.71 " 15.38 & 3.988& 2.527& 27
28 0.000& 0.000& 0.000& 0.000& 64.43 & 350.6 " 378.4 " 30.40 & 30.59 & 11.61 & 3.716& 2.577& 28
29 0.000& 0.000& 0.000& 0.000& 69.72 " 232.0 " 455.4 " 34.76 " 30.96 & 11.68 & 2.927& 2.700& 29
30 0.000& 0.000& 0.000& 28.48 & 98.56 " 627.1 " 38.04 " 28.78 & 13.03 & 2.656& 2.643& 30
31 0.000& 0.002& 93.30 & 667.7 " 33.28 " 11.09 & 2.136& 31
Mean 0.000& 0.000& 0.000& 0.001& 8.257& 77.38 & 284.3 # 91.80 & 29.83 & 14.99 & 7.267& 1.773&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 33.25 & 183.2 # 45.00 & 27.13 & 12.79 & 5.714& 1.949&
Maximum 0.000& 0.000& 0.002& 0.010& 93.30 & 350.6 &1081 # 582.2 & 77.61 & 41.13 & 23.34 & 2.700&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 11.99 & 40.98 # 30.40 & 19.56 & 5.337& 2.656& 0.368&
Total 0.000& 0.000& 0.002& 0.034& 256.0 &2321 &8812 #2846 & 895.0 & 464.8 & 218.0 & 54.97 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.36 & " ... Relative Uncertainty +/-10%
Ann. Median 3.754& # ... Relative Uncertainty +/-15%
Annual Total 15868 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1081 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd 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 1.665& 0.000& 0.000& 0.000& 0.000& 2.006& 139.7 " 74.38 " 57.33 " 90.72 " 5.468& 0.000& 1
2 1.462& 0.000& 0.000& 0.000& 0.000& 1.879& 65.25 " 82.90 " 69.62 " 73.95 " 4.233& 0.000& 2
3 1.257& 0.000& 0.000& 0.000& 0.000& 1.937& 44.74 " 75.98 " 52.56 " 70.04 " 3.884& 0.000& 3
4 1.249& 0.000& 0.000& 0.000& 0.000& 1.789& 34.43 " 67.30 " 47.19 " 56.83 " 2.862& 0.000& 4
5 1.160& 0.000& 0.000& 0.000& 0.000& 2.330& 27.28 & 71.94 " 103.4 " 50.00 " 2.342& 0.000& 5
6 1.070& 0.000& 0.000& 0.000& 0.000& 1.536& 280.4 & 156.2 " 78.21 " 44.70 " 2.811& 0.000& 6
7 1.050& 0.000& 0.000& 0.000& 0.000& 1.502& 272.4 " 92.74 " 82.74 " 40.76 " 3.050& 0.000& 7
8 0.777& 0.000& 0.000& 0.000& 0.000& 1.482& 105.4 " 75.37 " 162.4 " 37.83 " 2.415& 0.000& 8
9 0.581& 0.000& 0.000& 0.000& 0.000& 1.442&1306 # 73.81 " 129.0 " 35.43 " 0.838& 0.000& 9
10 0.407& 0.000& 0.000& 0.000& 0.000& 2.487&1002 " 204.6 " 552.9 " 33.12 " 0.538& 0.000& 10
11 0.214& 0.000& 0.000& 0.000& 0.000& 3.363& 416.4 " 216.5 " 713.5 " 29.72 & 0.219& 0.000& 11
12 0.066& 0.000& 0.000& 0.000& 0.000& 3.453& 145.9 " 261.9 " 336.6 " 27.97 & 1.464& 0.000& 12
13 0.026& 0.000& 0.000& 0.000& 0.000& 2.768& 89.86 " 240.3 " 189.7 " 26.18 & 38.19 & 0.000& 13
14 0.018& 0.000& 0.000& 0.000& 0.000& 1.971& 67.69 " 557.6 " 156.7 " 24.28 & 20.41 & 0.000& 14
15 0.006& 0.000& 0.000& 0.000& 0.000& 1.860& 60.14 " 872.4 " 457.5 " 21.45 & 8.544& 0.000& 15
16 0.002& 0.000& 0.000& 0.000& 0.000& 3.109& 216.3 " 362.2 " 188.0 " 18.98 & 5.354& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 18.75 & 425.8 " 330.0 " 144.2 " 15.97 & 3.993& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 101.1 " 351.6 " 315.0 " 397.6 " 13.88 & 8.621& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 80.52 "2174 # 194.4 " 183.2 " 12.72 & 21.72 & 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.008& 157.6 "1941 # 138.0 " 370.3 " 10.67 & 14.04 & 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 2.702& 180.3 "1246 " 130.7 " 825.1 " 9.983& 10.35 & 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 9.976& 38.07 & 707.2 " 157.4 " 368.9 " 8.860& 7.474& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 5.576& 22.39 & 938.9 " 134.9 " 213.2 " 7.417& 5.407& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 4.010& 618.0 " 322.3 " 99.44 " 141.2 " 6.778& 2.372& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 2.595& 359.2 " 382.1 " 79.97 " 95.64 " 6.085& 0.355& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 2.166& 147.6 " 223.4 " 68.85 " 75.25 " 6.273& 0.015& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 1.673& 329.7 " 183.2 " 63.33 " 66.86 " 9.162& 0.000& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 2.070& 355.6 " 145.7 " 57.53 " 94.89 " 11.22 & 0.000& 0.000& 28
29 0.000& 0.000& 0.000& 1.863&1081 " 118.8 " 52.58 " 160.6 " 10.59 & 0.000& 0.000& 29
30 0.000& 0.000& 0.000& 1.458& 486.2 " 97.91 " 48.06 " 176.8 " 9.047& 0.000& 0.000& 30
31 0.000& 0.000& 1.783& 82.51 " 48.33 " 7.404& 0.000& 31
Mean 0.355& 0.000& 0.000& 0.000& 1.157& 133.7 & 439.2 & 174.3 " 223.0 " 26.71 & 5.899& 0.000&
Median 0.002& 0.000& 0.000& 0.000& 0.000& 3.408& 216.3 & 99.44 " 158.7 " 18.98 & 2.956& 0.000&
Maximum 1.665& 0.000& 0.000& 0.000& 9.976&1081 &2174 & 872.4 " 825.1 " 90.72 & 38.19 & 0.000&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 1.442& 27.28 & 48.06 " 47.19 " 6.085& 0.000& 0.000&
Total 11.01& 0.00& 0.00& 0.00& 35.88& 4011 &13614 & 5405 " 6691 " 828.0 & 177.0 & 0.00&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 84.31 & " ... Relative Uncertainty +/-10%
Ann. Median 1.482& # ... Relative Uncertainty +/-15%
Annual Total 30773 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2174 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 1.365& 4.430& 6.556& 46.77 " 27.76 & 5.424& 0.135& 0.173& 1
2 0.000& 0.000& 0.000& 0.000& 1.273& 4.264& 7.085& 38.77 " 22.55 & 4.737& 0.154& 0.148& 2
3 0.000& 0.000& 0.000& 0.000& 1.136& 3.478& 13.52 & 34.19 " 21.29 & 4.107& 0.114& 0.133& 3
4 0.000& 0.000& 0.000& 0.000& 1.154& 3.216& 9.721& 30.96 & 21.16 & 3.895& 0.089& 0.242& 4
5 0.000& 0.000& 0.000& 0.000& 0.851& 2.837& 8.645& 29.16 & 19.05 & 3.710& 0.077& 0.338& 5
6 0.000& 0.000& 0.000& 0.000& 0.829& 2.693& 7.825& 28.28 & 18.24 & 3.451& 0.126& 0.425& 6
7 0.000& 0.000& 0.000& 0.000& 0.877& 2.724& 7.918& 26.34 & 22.59 & 3.067& 0.198& 0.533& 7
8 0.000& 0.000& 0.000& 0.000& 0.997& 2.813& 86.13 & 23.55 & 75.56 " 2.927& 0.222& 0.475& 8
9 0.000& 0.000& 0.000& 0.000& 0.978& 2.627& 197.4 " 21.19 & 52.79 " 2.731& 1.118& 0.457& 9
10 0.000& 0.000& 0.000& 0.000& 0.994& 2.400& 92.32 " 19.99 & 39.01 " 2.552& 1.239& 0.332& 10
11 0.000& 0.000& 0.000& 0.000& 1.002& 2.314& 83.49 " 23.09 & 32.40 " 2.391& 1.341& 0.277& 11
12 0.000& 0.000& 0.000& 0.000& 1.024& 2.343& 153.6 "1013 " 32.00 " 2.206& 1.117& 0.199& 12
13 0.000& 0.000& 0.000& 0.003& 1.740& 2.294& 109.2 " 552.1 " 29.96 & 2.057& 0.820& 0.199& 13
14 0.000& 0.000& 0.000& 17.25 & 1.728& 3.033& 56.03 " 161.4 " 23.68 & 1.904& 0.689& 0.178& 14
15 0.000& 0.000& 0.000& 11.26 & 1.541& 3.093& 47.80 " 86.26 " 20.47 & 1.483& 0.564& 0.116& 15
16 0.000& 0.000& 0.000& 3.761& 2.157& 3.153& 75.38 " 62.75 " 17.29 & 1.178& 0.530& 0.066& 16
17 0.000& 0.000& 0.000& 2.548& 2.687& 3.076& 79.96 " 54.48 " 14.42 & 1.010& 0.494& 0.014& 17
18 0.000& 0.000& 0.000& 2.041& 2.253& 3.033& 49.42 " 58.13 " 12.61 & 0.866& 0.497& 0.001& 18
19 0.000& 0.000& 0.000& 1.786& 2.179& 3.025& 39.28 " 48.22 " 11.80 & 0.699& 0.494& 0.000& 19
20 0.000& 0.000& 0.000& 1.800& 2.103& 3.085& 34.76 " 47.82 " 11.05 & 0.621& 0.490& 0.000& 20
21 0.000& 0.000& 0.000& 1.702& 1.903& 2.775& 30.70 & 46.14 " 10.44 & 0.688& 0.504& 0.002& 21
22 0.000& 0.000& 0.000& 1.819& 2.451& 2.638& 27.04 & 48.87 " 9.467& 0.629& 0.559& 0.004& 22
23 0.000& 0.000& 0.000& 1.885& 3.437& 3.891& 23.59 & 41.78 " 8.932& 0.712& 0.707& 0.007& 23
24 0.000& 0.000& 0.000& 1.543& 3.266& 8.198& 21.44 & 43.57 " 9.115& 0.676& 0.560& 0.037& 24
25 0.000& 0.000& 0.000& 1.553& 2.467& 7.330& 26.20 & 37.48 " 8.645& 0.556& 0.335& 0.023& 25
26 0.000& 0.000& 0.000& 1.514& 3.178& 8.515& 229.1 " 33.41 " 8.150& 0.444& 0.720& 0.003& 26
27 0.000& 0.000& 0.000& 1.333& 7.433& 12.05 & 119.3 " 31.77 " 7.533& 0.396& 0.574& 0.000& 27
28 0.000& 0.000& 0.000& 0.690& 7.263& 11.73 & 94.01 " 29.71 & 7.264& 0.368& 0.306& 0.000& 28
29 0.000& 0.000& 0.581& 5.053& 9.124& 384.0 " 28.06 & 6.880& 0.331& 0.255& 0.000& 29
30 0.000& 0.000& 1.292& 4.751& 7.322& 102.9 " 30.34 & 6.174& 0.243& 0.278& 0.000& 30
31 0.000& 0.000& 4.650& 61.11 " 33.37 " 0.166& 0.000& 31
Mean 0.000& 0.000& 0.000& 1.812& 2.410& 4.450& 73.72 & 90.68 & 20.28 & 1.814& 0.510& 0.141&
Median 0.000& 0.000& 0.000& 0.991& 1.903& 3.080& 49.42 & 37.48 & 17.76 & 1.178& 0.496& 0.066&
Maximum 0.000& 0.000& 0.000& 17.25 & 7.433& 12.05 & 384.0 &1013 & 75.56 & 5.424& 1.341& 0.533&
Minimum 0.000& 0.000& 0.000& 0.000& 0.829& 2.294& 6.556& 19.99 & 6.174& 0.166& 0.077& 0.000&
Total 0.000& 0.000& 0.000& 54.36 & 74.72 & 133.5 &2285 &2811 & 608.3 & 56.23 & 15.31 & 4.383&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.56 & " ... Relative Uncertainty +/-10%
Ann. Median 1.002& & ... Relative Uncertainty +/-30%
Annual Total 6043 &
Maximum Minimum
Daily 1013 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.270& 0.000& 0.000& 0.003& 1.815& 157.9 " 215.5 " 49.71 " 40.54 " 0.000& 0.000& 1
2 0.000& 0.264& 0.000& 0.000& 0.049& 1.200& 76.67 " 477.9 " 64.69 " 36.55 " 0.000& 0.000& 2
3 0.000& 0.202& 0.000& 0.000& 0.078& 1.122& 70.50 " 289.0 " 59.15 " 33.73 " 0.000& 0.000& 3
4 0.000& 0.179& 0.000& 0.000& 0.121& 0.971& 44.43 " 173.7 " 52.87 " 30.66 & 0.000& 0.000& 4
5 0.003& 0.107& 0.000& 0.000& 0.201& 0.821& 29.98 & 107.2 " 47.44 " 28.21 & 0.000& 0.000& 5
6 0.000& 0.050& 0.000& 0.000& 0.198& 0.776& 25.83 & 85.64 " 40.58 " 27.43 & 0.000& 0.000& 6
7 0.038& 0.023& 0.000& 0.000& 0.192& 0.656& 28.98 & 78.65 " 36.33 " 26.14 & 0.000& 0.000& 7
8 0.266& 0.013& 0.000& 0.000& 0.162& 0.539& 23.78 & 78.10 " 33.14 " 27.92 & 0.000& 0.000& 8
9 0.281& 0.021& 0.000& 0.000& 0.122& 0.491& 18.43 & 76.08 " 30.84 & 33.91 " 0.020& 0.000& 9
10 0.265& 0.004& 0.000& 0.000& 0.082& 0.454& 15.79 & 61.87 " 29.24 & 31.34 & 0.004& 0.000& 10
11 0.297& 0.000& 0.000& 0.000& 0.069& 0.437& 15.06 & 53.82 " 28.18 & 24.06 & 0.002& 0.000& 11
12 0.225& 0.000& 0.000& 0.000& 0.058& 0.408& 16.30 & 49.33 " 27.44 & 19.67 & 0.000& 0.000& 12
13 0.128& 0.000& 0.000& 0.000& 0.037& 0.347& 16.38 & 66.66 " 25.16 & 18.30 & 0.000& 0.000& 13
14 0.074& 0.000& 0.000& 0.000& 0.050& 1.836& 14.15 & 492.4 " 24.11 & 16.38 & 0.000& 0.000& 14
15 0.049& 0.000& 0.000& 0.000& 0.038& 6.675& 45.39 & 227.7 " 36.09 & 15.35 & 0.000& 0.000& 15
16 0.029& 0.000& 0.000& 0.000& 0.047& 3.454& 64.27 " 433.3 " 56.40 " 14.42 & 0.000& 0.000& 16
17 0.012& 0.000& 0.000& 0.000& 0.139& 2.711& 30.92 & 202.8 " 104.0 " 12.93 & 0.000& 0.000& 17
18 0.002& 0.000& 0.000& 0.000& 0.154& 2.308& 21.60 & 112.4 " 519.8 " 5.675& 0.000& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.288& 2.118& 18.08 & 82.17 " 343.3 " 0.000& 0.000& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.567& 2.039& 46.74 & 265.1 " 126.7 " 0.000& 0.000& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.614& 1.821& 100.6 " 708.7 " 230.3 " 0.000& 0.000& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.648& 1.670& 155.2 " 595.1 " 189.4 " 0.000& 0.000& 0.000& 22
23 0.019& 0.000& 0.000& 0.000& 0.309& 1.756& 130.8 " 201.9 " 84.96 " 0.000& 0.000& 0.000& 23
24 0.397& 0.000& 0.000& 0.000& 0.242& 186.6 & 53.51 " 189.1 " 60.66 " 0.000& 0.000& 0.000& 24
25 0.486& 0.000& 0.000& 0.000& 0.307& 200.2 " 449.6 " 113.3 " 52.63 " 0.000& 0.000& 0.000& 25
26 0.644& 0.000& 0.000& 0.000& 0.268& 30.34 & 607.1 " 86.76 " 65.02 " 0.000& 0.000& 0.000& 26
27 0.885& 0.000& 0.000& 0.000& 0.218& 18.83 & 314.6 " 75.45 " 136.0 " 0.000& 0.000& 0.000& 27
28 0.620& 0.000& 0.000& 0.000& 0.197& 85.63 &1828 # 67.81 " 118.2 " 0.000& 0.000& 0.000& 28
29 0.371& 0.000& 0.000& 0.333& 46.55 & 707.1 " 60.31 " 63.54 " 0.000& 0.000& 0.000& 29
30 0.332& 0.000& 0.000& 3.794& 175.3 & 300.4 " 53.72 " 48.31 " 0.000& 0.000& 0.000& 30
31 0.312& 0.000& 4.540& 217.8 " 49.61 " 0.000& 0.000& 31
Mean 0.185& 0.040& 0.000& 0.000& 0.456& 25.99 & 182.1 & 188.1 " 92.80 & 14.30 & 0.001& 0.000&
Median 0.049& 0.000& 0.000& 0.000& 0.192& 1.818& 46.74 & 107.2 " 54.64 & 14.42 & 0.000& 0.000&
Maximum 0.885& 0.270& 0.000& 0.000& 4.540& 200.2 &1828 & 708.7 " 519.8 & 40.54 & 0.020& 0.000&
Minimum 0.000& 0.000& 0.000& 0.000& 0.003& 0.347& 14.15 & 49.33 " 24.11 & 0.000& 0.000& 0.000&
Total 5.735& 1.133& 0.000& 0.000& 14.12 & 779.8 &5646 &5831 "2784 & 443.2 & 0.026& 0.000&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.48 & " ... Relative Uncertainty +/-10%
Ann. Median 0.074& # ... Relative Uncertainty +/-15%
Annual Total 15505 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1828 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 14.33 # 25.53 # 28.79 # 0.394# 1.197# 1.388# 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 13.93 # 50.31 # 3.102# 0.383# 1.308# 1.319# 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 10.73 # 109.2 " 188.7 # 0.455# 1.460# 1.207# 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 8.851# 93.64 " 845.4 " 0.394# 1.858# 1.164# 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 7.846# 61.24 " 413.1 " 0.460# 2.147# 1.187# 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 382.7 # 48.62 " 154.9 " 0.475# 1.709# 1.143# 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 253.8 " 66.67 " 36.87 # 0.498# 1.409# 1.121# 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 82.49 " 64.44 " 4.499# 0.552# 1.263# 0.976# 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 51.23 " 45.10 # 0.806# 0.631# 1.253# 0.857# 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 50.38 " 31.15 # 0.503# 0.600# 1.429# 0.842# 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 3.296& 59.82 " 23.27 # 0.486# 0.622# 1.381# 1.007# 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 26.68 & 40.29 # 388.3 # 0.519# 0.657# 1.252# 1.995# 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 169.4 " 34.82 # 297.7 " 0.564# 0.996# 1.192# 1.789# 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 82.61 " 37.47 # 125.9 " 0.584# 1.282# 1.165# 1.739# 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 81.52 " 35.47 # 111.8 " 0.671# 1.403# 1.229# 1.664# 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 45.32 # 54.15 # 67.78 " 0.718# 1.431# 1.323# 1.605# 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 30.24 # 51.62 # 48.31 # 0.737# 1.408# 1.358# 1.537# 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 23.19 # 32.31 # 36.85 # 0.840# 1.366# 1.357# 1.491# 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 103.0 # 25.21 # 30.70 # 0.722# 1.420# 1.457# 1.333# 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 115.6 " 22.87 # 28.86 # 0.905# 1.521# 1.531# 1.237# 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 87.33 " 19.58 # 163.3 # 1.031# 1.567# 1.541# 1.201# 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 51.64 " 17.26 # 152.8 " 2.056# 2.044# 1.534# 1.240# 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 39.93 # 17.90 # 65.27 " 1.115# 1.926# 1.565# 1.310# 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 31.51 # 38.03 # 47.23 # 0.816# 1.807# 1.539# 1.245# 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 27.83 # 25.18 # 38.05 # 1.071# 1.763# 1.418# 1.175# 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 104.5 # 18.68 # 29.26 # 28.66 # 1.698# 1.429# 1.093# 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 240.3 " 16.61 # 31.65 # 248.5 " 1.574# 1.502# 1.076# 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 59.11 # 15.11 # 37.37 # 43.83 # 1.500# 2.068# 1.097# 28
29 0.000& 0.000& 0.000& 0.000& 0.000& 16.84 # 13.68 # 34.76 # 3.189# 1.436# 2.410# 1.075# 29
30 0.000& 0.000& 0.000& 0.000& 16.05 # 12.71 # 33.92 # 0.573# 1.374# 1.936# 1.103# 30
31 0.000& 0.000& 0.000& 13.16 # 27.77 # 1.210# 1.062# 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 45.20 & 47.68 # 77.96 # 67.15 # 1.124# 1.507# 1.267#
Median 0.000& 0.000& 0.000& 0.000& 0.000& 27.25 & 25.18 # 48.31 # 1.051# 1.366# 1.429# 1.201#
Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 240.3 & 382.7 # 388.3 # 845.4 # 2.044# 2.410# 1.995#
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 7.846# 23.27 # 0.486# 0.383# 1.165# 0.842#
Total 0.000& 0.000& 0.000& 0.000& 0.000&1356 &1478 #2417 #2014 # 34.84 # 45.22 # 39.28 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.18 & " ... Relative Uncertainty +/-10%
Ann. Median 0.730& # ... Relative Uncertainty +/-15%
Annual Total 7384 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 845.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd 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 1.123# 0.743# 0.529# 0.636# 1.414# 88.15 " 18.05 # 123.2 " 180.0 " 97.51 " 0.465# 0.529# 1
2 1.201# 0.749# 0.498# 0.631# 1.186# 67.52 " 8.296# 134.5 " 114.0 " 83.29 " 0.476# 0.422# 2
3 1.150# 0.756# 0.497# 0.605# 0.880# 57.55 " 7.504# 90.85 " 168.6 " 72.32 " 0.509# 0.383# 3
4 1.139# 0.747# 0.563# 0.591# 0.822# 53.37 " 8.238# 82.48 " 250.2 " 59.75 " 0.577# 0.510# 4
5 1.135# 0.777# 0.560# 0.616# 0.852# 56.46 " 3.527# 298.9 " 128.6 " 51.77 " 0.563# 0.603# 5
6 1.266# 0.798# 0.587# 0.604# 0.893# 52.53 " 1.154# 667.3 " 87.48 " 58.72 " 0.737# 0.609# 6
7 1.385# 0.814# 0.568# 0.560# 1.378# 49.61 " 0.922#3117 " 72.05 " 48.90 " 0.790# 0.544# 7
8 1.291# 0.813# 0.542# 0.570# 509.1 # 49.15 " 0.827#1796 " 62.13 " 44.09 # 0.679# 0.493# 8
9 1.114# 0.805# 0.519# 0.589# 163.1 " 120.4 " 16.81 # 686.4 " 52.78 " 38.14 # 0.643# 0.508# 9
10 1.042# 0.765# 0.606# 0.597# 131.9 " 118.9 " 102.1 " 341.9 " 58.12 " 32.80 # 0.651# 0.478# 10
11 1.038# 0.758# 0.733# 0.641# 53.22 # 69.75 " 52.32 " 268.3 " 352.2 " 27.97 # 0.696# 0.483# 11
12 0.970# 0.758# 0.705# 1.345# 31.13 # 58.54 " 25.57 # 227.3 " 402.6 " 25.23 # 0.683# 0.515# 12
13 0.949# 0.725# 0.662# 1.046# 21.75 # 50.43 " 8.967# 267.3 " 281.9 " 17.99 # 0.643# 0.537# 13
14 1.005# 0.744# 0.786# 0.869# 17.91 # 47.15 " 937.6 # 228.9 "2561 " 13.42 # 0.646# 0.543# 14
15 1.020# 0.751# 0.950# 0.815# 15.92 # 44.31 # 687.9 " 359.0 "1226 " 12.24 # 0.665# 0.524# 15
16 1.072# 0.730# 0.714# 0.817# 29.47 # 40.29 # 477.7 " 439.6 " 691.0 " 14.16 # 0.695# 0.531# 16
17 1.042# 0.692# 0.513# 0.817# 412.5 " 37.39 # 324.2 " 345.1 " 656.9 " 15.82 # 0.679# 0.599# 17
18 1.024# 0.670# 0.468# 0.784# 150.3 " 37.75 # 157.7 " 243.0 " 350.1 " 15.54 # 0.636# 0.597# 18
19 1.025# 0.640# 0.453# 0.754# 73.45 " 33.17 # 92.45 " 250.8 " 262.3 " 24.99 # 0.593# 0.666# 19
20 1.033# 0.655# 0.442# 0.696# 97.72 " 30.53 # 63.15 " 238.6 " 774.9 " 58.04 # 0.623# 0.723# 20
21 0.959# 0.777# 0.436# 0.672# 87.45 " 32.80 # 47.57 " 166.6 " 536.4 " 21.61 # 0.692# 0.741# 21
22 0.918# 0.794# 0.461# 0.793# 58.49 " 32.39 # 38.88 # 125.9 " 433.5 " 10.56 # 0.872# 0.717# 22
23 0.923# 0.704# 0.470# 0.786# 48.62 " 278.5 # 79.08 # 100.7 "1697 " 6.835# 0.896# 0.723# 23
24 0.891# 0.684# 0.488# 0.802# 39.93 # 388.7 " 553.8 " 89.39 " 605.3 " 4.547# 0.770# 0.793# 24
25 0.842# 0.721# 0.526# 0.812# 32.36 # 211.3 " 220.4 " 123.2 " 300.4 " 2.605# 0.652# 0.844# 25
26 0.847# 0.683# 0.636# 0.822# 28.78 # 105.8 " 787.4 " 451.2 " 222.3 " 1.667# 0.600# 0.868# 26
27 0.850# 0.616# 0.619# 0.846# 29.22 # 47.18 # 570.9 " 562.8 " 172.2 " 0.554# 0.580# 0.825# 27
28 0.829# 0.558# 0.620# 0.852# 51.17 # 15.93 # 293.7 " 497.1 " 146.4 " 0.373# 0.545# 0.803# 28
29 0.806# 0.639# 0.835# 46.42 # 37.26 # 192.8 " 231.2 " 129.8 " 0.389# 0.763# 0.772# 29
30 0.804# 0.669# 0.881# 180.8 " 46.84 # 196.3 " 209.6 " 124.2 " 0.449# 0.721# 0.755# 30
31 0.767# 0.642# 205.7 " 144.7 " 275.5 " 0.455# 0.789# 31
Mean 1.015# 0.730# 0.584# 0.756# 81.41 # 78.65 # 197.4 # 420.6 " 436.7 " 27.83 # 0.658# 0.627#
Median 1.024# 0.746# 0.563# 0.785# 39.93 # 50.02 # 79.08 # 250.8 " 256.3 " 17.99 # 0.651# 0.599#
Maximum 1.385# 0.814# 0.950# 1.345# 509.1 # 388.7 # 937.6 #3117 "2561 " 97.51 # 0.896# 0.868#
Minimum 0.767# 0.558# 0.436# 0.560# 0.822# 15.93 # 0.827# 82.48 " 52.78 " 0.373# 0.465# 0.383#
Total 31.46# 20.43# 18.10# 22.68# 2524 # 2360 # 6121 #13040 "13100 " 862.7 # 19.74# 19.43#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 104.5 # " ... Relative Uncertainty +/-10%
Ann. Median 1.114# # ... Relative Uncertainty +/-15%
Annual Total 38139 #
Maximum Minimum
Daily 3117 # 0.373#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.826# 0.563# 0.352# 0.413# 0.363# 0.746# 52.52 # 28.33 # 165.3 " 9.723# 1.690# 1.838# 1
2 0.822# 0.444# 0.359# 0.360# 0.340# 0.604# 802.6 " 16.77 # 108.8 " 6.789# 1.857# 1.868# 2
3 0.889# 0.344# 0.343# 0.363# 0.350# 0.521# 267.1 " 9.319# 78.15 " 6.075# 1.855# 1.804# 3
4 0.927# 0.317# 0.325# 0.388# 0.357# 0.456# 141.9 " 5.808# 59.81 " 4.949# 1.761# 1.774# 4
5 0.978# 0.310# 0.317# 0.411# 0.371# 0.426# 132.8 " 5.617# 50.90 " 10.65 # 1.699# 1.871# 5
6 0.999# 0.317# 0.336# 0.403# 0.352# 0.409# 453.1 " 3.439# 83.63 " 32.73 # 1.761# 1.974# 6
7 0.995# 0.331# 0.346# 0.419# 0.506# 0.407# 497.3 " 3.821# 149.0 " 13.34 # 2.164# 1.786# 7
8 0.999# 0.340# 0.367# 0.437# 0.616# 0.428# 531.6 " 5.800# 489.1 " 7.952# 2.063# 1.677# 8
9 1.024# 0.350# 0.407# 0.446# 0.538# 0.558# 253.6 " 1.507# 387.0 " 4.962# 1.970# 1.685# 9
10 1.042# 0.386# 0.399# 0.435# 0.468# 0.751# 248.7 " 1.312# 154.3 " 3.023# 1.703# 1.789# 10
11 1.040# 0.386# 0.400# 0.412# 0.391# 6.025# 372.1 " 1.317# 62.51 " 2.214# 1.723# 1.768# 11
12 0.954# 0.402# 0.389# 0.402# 0.324# 9.790# 192.9 " 1.364# 47.94 # 1.497# 1.810# 1.689# 12
13 0.968# 0.426# 0.390# 0.392# 0.295# 7.417# 141.1 " 1.385# 34.06 # 1.088# 1.819# 1.601# 13
14 1.042# 0.439# 0.387# 0.376# 0.292# 3.705# 482.7 " 1.344# 22.26 # 0.927# 1.767# 1.605# 14
15 0.972# 0.422# 0.383# 0.393# 0.308# 1.578# 310.0 " 1.323# 16.72 # 0.862# 1.764# 1.657# 15
16 0.866# 0.429# 0.406# 0.392# 0.304# 0.870# 193.8 " 1.270# 10.49 # 0.943# 1.715# 1.692# 16
17 0.816# 0.431# 0.424# 0.367# 0.287# 122.5 # 145.3 " 1.375# 8.516# 1.061# 1.575# 1.713# 17
18 0.785# 0.439# 0.425# 0.353# 0.333# 205.8 " 63.27 # 105.0 # 6.128# 1.123# 1.755# 1.680# 18
19 0.732# 0.450# 0.405# 0.346# 0.467# 61.98 " 19.80 # 125.3 " 4.539# 1.150# 1.853# 1.630# 19
20 0.724# 0.474# 0.403# 0.352# 0.756# 50.20 # 42.09 # 32.94 # 5.037# 1.223# 1.787# 1.534# 20
21 0.741# 0.450# 0.371# 0.365# 0.688# 132.2 # 29.70 # 476.7 # 45.38 # 1.325# 1.925# 1.426# 21
22 0.770# 0.430# 0.394# 0.372# 0.539# 201.1 " 364.6 " 307.0 " 80.75 " 1.348# 2.065# 1.392# 22
23 0.818# 0.436# 0.379# 0.382# 0.742# 74.24 " 169.2 " 112.0 " 27.42 # 1.407# 2.021# 1.428# 23
24 0.824# 0.435# 0.397# 0.384# 1.212# 49.53 " 107.2 " 59.46 " 14.72 # 1.460# 1.916# 1.436# 24
25 0.867# 0.409# 0.539# 0.385# 7.525# 41.52 # 117.0 " 48.62 # 24.10 # 1.555# 1.740# 1.386# 25
26 0.821# 0.394# 0.636# 0.376# 2.325# 34.89 # 664.5 " 239.7 " 17.07 # 1.635# 1.744# 1.398# 26
27 0.746# 0.393# 0.546# 0.414# 0.933# 31.69 # 399.5 " 114.3 " 76.37 # 1.650# 2.108# 1.387# 27
28 0.739# 0.372# 0.492# 0.436# 0.652# 28.52 # 185.4 " 129.1 " 68.45 " 1.591# 2.168# 1.391# 28
29 0.677# 0.623# 0.395# 0.524# 26.26 # 114.3 "1396 " 30.33 # 1.487# 1.971# 1.381# 29
30 0.673# 0.557# 0.365# 0.454# 24.17 # 77.53 " 970.3 " 14.98 # 1.516# 1.770# 1.389# 30
31 0.626# 0.482# 0.422# 50.62 # 305.8 " 1.685# 1.356# 31
Mean 0.861# 0.404# 0.419# 0.391# 0.775# 37.31 # 245.9 # 145.6 # 78.13 # 4.160# 1.851# 1.613#
Median 0.826# 0.416# 0.397# 0.390# 0.454# 8.603# 185.4 # 16.77 # 46.66 # 1.555# 1.798# 1.657#
Maximum 1.042# 0.563# 0.636# 0.446# 7.525# 205.8 # 802.6 #1396 # 489.1 # 32.73 # 2.168# 1.974#
Minimum 0.626# 0.310# 0.317# 0.346# 0.287# 0.407# 19.80 # 1.270# 4.539# 0.862# 1.575# 1.356#
Total 26.70 # 11.32 # 12.98 # 11.73 # 24.03 #1119 #7624 #4513 #2344 # 128.9 # 55.52 # 50.01 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.62 # " ... Relative Uncertainty +/-10%
Ann. Median 1.389# # ... Relative Uncertainty +/-15%
Annual Total 15921 #
Maximum Minimum
Daily 1396 # 0.287#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.321# 0.642# 0.495# 0.475# 0.880# 10.14 # 27.49 # 320.0 " 202.9 " 1.200# 2.326# 1.811# 1
2 1.387# 0.656# 0.447# 0.449# 0.765# 17.71 # 28.65 # 126.1 " 115.1 " 1.094# 2.073# 1.763# 2
3 1.442# 0.705# 0.410# 0.461# 0.895# 30.98 # 37.52 # 88.97 " 83.85 " 1.033# 2.005# 1.794# 3
4 1.435# 0.699# 0.412# 0.470# 1.041# 25.47 # 42.46 # 74.60 " 75.58 " 0.922# 1.913# 1.825# 4
5 1.418# 0.730# 0.398# 0.450# 0.867# 18.82 # 35.93 # 66.00 " 171.7 " 1.028# 1.891# 1.946# 5
6 1.425# 0.744# 0.395# 0.429# 0.840# 16.86 # 40.85 # 60.02 " 92.49 " 1.115# 2.021# 2.302# 6
7 1.354# 0.654# 0.385# 0.682# 0.820# 16.85 # 53.15 " 89.81 " 66.38 " 1.189# 1.940# 2.405# 7
8 1.236# 0.641# 0.376# 1.124# 0.791# 14.76 # 40.15 # 207.6 " 57.80 " 1.265# 2.116# 2.428# 8
9 1.187# 0.660# 0.364# 1.281# 0.770# 13.48 # 29.56 # 220.9 " 56.45 " 1.374# 2.298# 2.549# 9
10 1.178# 0.630# 0.369# 1.515# 0.760# 12.71 # 34.07 # 208.2 " 96.13 " 1.479# 2.324# 2.491# 10
11 1.192# 0.579# 0.370# 1.034# 0.755# 12.27 # 33.65 # 161.5 " 203.0 " 1.661# 2.284# 2.306# 11
12 1.212# 0.586# 0.381# 0.927# 0.750# 27.06 # 26.12 # 93.72 " 384.2 " 1.932# 2.150# 2.334# 12
13 1.237# 0.629# 0.400# 0.889# 0.690# 33.50 # 22.83 # 78.39 " 211.8 " 1.924# 1.988# 2.285# 13
14 1.229# 0.582# 0.843# 0.947# 0.668# 18.86 # 20.65 # 68.32 " 113.9 " 1.976# 1.748# 2.055# 14
15 1.135# 0.538# 0.835# 0.908# 0.707# 15.53 # 19.19 # 59.24 " 92.18 " 1.931# 1.622# 1.959# 15
16 1.098# 0.532# 0.808# 0.841# 23.58 # 14.21 # 13.75 # 53.41 " 76.14 " 1.952# 1.528# 1.961# 16
17 1.116# 0.535# 0.636# 0.825# 313.7 " 13.43 # 5.986# 399.9 " 59.44 " 1.924# 1.556# 1.913# 17
18 1.134# 0.592# 0.790# 0.810# 89.86 " 15.09 # 9.732# 585.0 " 54.72 " 2.219# 1.730# 1.911# 18
19 1.125# 0.624# 0.632# 0.785# 39.36 # 42.15 # 66.75 # 263.4 " 45.78 # 2.169# 1.977# 1.954# 19
20 1.153# 0.599# 0.564# 0.774# 23.13 # 275.7 " 213.7 " 475.6 " 38.76 # 2.038# 2.083# 2.013# 20
21 1.140# 0.590# 0.494# 0.765# 17.33 # 163.1 " 193.5 " 346.8 " 19.69 # 2.205# 2.043# 2.028# 21
22 0.992# 0.587# 0.451# 0.774# 15.40 # 224.1 " 89.68 " 390.8 " 1.081# 2.219# 1.911# 1.969# 22
23 0.929# 0.504# 0.405# 0.751# 14.25 # 93.86 " 181.0 " 178.5 " 0.967# 2.283# 1.913# 1.921# 23
24 0.919# 0.503# 0.414# 0.701# 13.23 # 61.72 " 73.31 " 108.8 " 0.928# 2.279# 1.842# 1.812# 24
25 0.914# 0.526# 0.416# 0.710# 12.88 # 52.08 " 44.21 # 84.38 " 0.880# 2.336# 1.830# 1.721# 25
26 0.899# 0.575# 0.415# 0.736# 12.61 # 47.11 " 30.88 # 72.49 " 0.888# 2.343# 1.859# 1.643# 26
27 0.880# 0.572# 0.430# 0.753# 12.04 # 40.40 # 23.03 # 63.76 " 1.172# 2.321# 1.882# 1.685# 27
28 0.845# 0.537# 0.443# 0.782# 11.76 # 34.34 # 23.21 # 60.96 " 1.454# 2.192# 1.829# 1.705# 28
29 0.846# 0.450# 0.842# 10.86 # 31.34 # 35.24 # 219.5 " 1.411# 2.126# 1.755# 1.650# 29
30 0.761# 0.470# 0.974# 10.33 # 29.08 # 55.35 # 293.8 " 1.324# 2.461# 1.765# 1.555# 30
31 0.702# 0.485# 10.07 # 1599 " 153.4 " 2.907# 1.439# 31
Mean 1.124# 0.605# 0.490# 0.795# 20.72 # 47.42 # 101.6 # 183.0 " 77.61 # 1.842# 1.940# 1.972#
Median 1.140# 0.591# 0.430# 0.778# 10.07 # 26.26 # 35.24 # 126.1 " 58.62 # 1.952# 1.913# 1.946#
Maximum 1.442# 0.744# 0.843# 1.515# 313.7 # 275.7 #1599 # 585.0 " 384.2 # 2.907# 2.326# 2.549#
Minimum 0.702# 0.503# 0.364# 0.429# 0.668# 10.14 # 5.986# 53.41 " 0.880# 0.922# 1.528# 1.439#
Total 34.84 # 16.95 # 15.18 # 23.86 # 642.4 #1423 #3151 #5674 "2328 # 57.10 # 58.20 # 61.14 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.95 # " ... Relative Uncertainty +/-10%
Ann. Median 1.913# # ... Relative Uncertainty +/-15%
Annual Total 13485 #
Maximum Minimum
Daily 1599 # 0.364#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.387# 1.379# 1.508# 1.554# 1.749# 1.420# 29.29 # 181.9 " 199.9 " 67.42 " 6.844# 2.151# 1
2 1.424# 1.301# 1.454# 1.569# 1.754# 1.393# 21.38 # 133.6 " 141.3 " 76.57 " 6.088# 2.193# 2
3 1.438# 1.221# 1.392# 1.613# 1.740# 1.472# 17.50 # 120.4 " 150.2 " 57.99 " 5.480# 2.377# 3
4 1.408# 1.205# 1.426# 1.706# 1.719# 1.711# 15.58 # 661.3 " 112.1 " 53.71 " 5.078# 2.574# 4
5 1.370# 1.200# 1.464# 1.686# 1.554# 1.563# 13.89 # 333.5 " 88.03 " 49.82 " 4.391# 2.615# 5
6 1.321# 1.164# 1.473# 1.670# 1.594# 1.713# 12.76 # 455.2 " 78.03 " 94.79 " 3.812# 2.688# 6
7 1.225# 1.152# 1.412# 1.715# 1.861# 9.916# 12.57 #1065 " 132.1 " 107.5 " 2.851# 2.641# 7
8 1.221# 1.137# 1.382# 1.781# 1.736# 35.55 # 109.0 # 715.8 " 191.4 " 256.0 " 2.921# 2.495# 8
9 1.381# 1.118# 1.349# 1.852# 1.646# 11.45 # 86.22 " 373.1 " 104.1 " 175.3 " 2.827# 2.377# 9
10 1.292# 1.100# 1.365# 1.893# 1.354# 52.40 # 191.9 " 230.8 " 90.79 " 79.84 " 3.343# 2.216# 10
11 1.148# 1.116# 1.380# 1.951# 1.215# 34.07 # 86.43 " 249.2 " 82.80 " 50.47 " 8.437# 2.313# 11
12 1.105# 1.087# 1.377# 1.759# 1.204# 37.16 # 46.83 # 289.0 " 62.27 " 41.21 # 9.355# 2.562# 12
13 1.010# 1.075# 1.347# 1.717# 1.178# 191.4 " 32.46 # 199.5 " 54.73 " 32.73 # 5.690# 2.324# 13
14 0.938# 1.036# 1.232# 1.649# 1.206# 66.20 " 28.86 # 176.4 " 50.27 " 29.82 # 3.174# 2.213# 14
15 0.929# 1.035# 1.283# 1.679# 1.117# 32.94 #2220 # 182.8 " 52.77 " 36.80 # 2.649# 2.219# 15
16 0.873# 1.068# 1.236# 1.805# 1.087# 18.90 #3648 " 162.9 " 80.00 " 34.29 # 2.409# 2.047# 16
17 0.858# 1.073# 1.182# 1.988# 1.030# 13.89 #2469 " 982.9 " 57.65 " 25.78 # 2.154# 1.902# 17
18 1.142# 1.014# 1.153# 1.933# 1.061# 14.01 #1602 " 668.1 " 56.00 " 22.16 # 2.126# 1.915# 18
19 1.750# 0.985# 1.210# 1.938# 1.113# 136.0 # 907.3 " 317.3 " 206.8 " 20.03 # 2.292# 1.964# 19
20 1.781# 1.008# 1.264# 1.979# 1.151# 154.3 " 433.7 " 286.7 " 101.2 " 20.33 # 3.252# 1.925# 20
21 1.386# 1.122# 1.316# 2.056# 1.820# 55.19 " 860.9 " 217.3 " 69.14 " 16.92 # 2.871# 1.899# 21
22 1.297# 1.151# 1.304# 1.963# 1.492# 39.84 # 509.4 " 271.7 " 124.9 " 14.39 # 2.488# 1.813# 22
23 1.241# 1.327# 1.536# 1.866# 1.452# 34.11 # 312.3 " 162.4 " 143.6 " 13.22 # 2.217# 1.787# 23
24 1.238# 1.375# 1.575# 1.902# 19.03 # 25.39 # 258.0 " 106.7 " 88.49 " 11.10 # 2.070# 1.691# 24
25 1.259# 1.382# 1.570# 1.950# 10.08 # 40.54 # 225.1 " 84.39 " 83.85 " 9.615# 2.040# 1.596# 25
26 1.247# 1.397# 2.276# 1.673# 1.912# 34.89 # 199.8 " 151.8 " 66.98 " 9.280# 2.063# 1.589# 26
27 1.211# 1.419# 1.848# 1.661# 1.474# 23.42 # 178.9 "1567 " 70.66 " 8.648# 2.022# 1.784# 27
28 1.262# 1.442# 1.690# 1.726# 10.83 # 103.4 " 169.3 " 580.7 " 134.6 " 8.346# 1.976# 1.765# 28
29 1.312# 1.462# 1.636# 1.723# 10.92 # 128.2 " 159.3 " 329.0 " 71.76 " 8.484# 1.968# 1.760# 29
30 1.605# 1.576# 1.704# 2.238# 48.75 # 185.5 " 202.4 " 55.81 " 7.586# 1.987# 1.786# 30
31 1.575# 1.584# 1.547# 215.7 " 219.6 " 7.135# 1.878# 31
Mean 1.279# 1.191# 1.445# 1.789# 2.931# 45.04 # 492.2 # 376.7 " 100.1 " 46.69 # 3.563# 2.099#
Median 1.262# 1.151# 1.392# 1.743# 1.554# 34.09 # 178.9 # 249.2 " 85.94 " 29.82 # 2.839# 2.047#
Maximum 1.781# 1.462# 2.276# 2.056# 19.03 # 191.4 #3648 #1567 " 206.8 " 256.0 # 9.355# 2.688#
Minimum 0.858# 0.985# 1.153# 1.554# 1.030# 1.393# 12.57 # 84.39 " 50.27 " 7.135# 1.968# 1.589#
Total 39.63# 34.55# 44.80# 53.66# 90.87# 1351 #15258 #11678 " 3002 " 1447 # 106.9 # 65.06#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 90.64 # " ... Relative Uncertainty +/-10%
Ann. Median 2.229# # ... Relative Uncertainty +/-15%
Annual Total 33173 #
Maximum Minimum
Daily 3648 # 0.858#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd 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 1.821# 1.148# 1.348# 0.872# 0.985# 0.895# 24.79 # 247.4 " 119.0 " 14.69 # 3.281# 2.576# 1
2 1.769# 1.159# 1.361# 0.897# 0.929# 1.054# 30.00 # 107.5 " 113.5 " 8.091# 3.115# 2.446# 2
3 1.655# 1.203# 1.426# 0.932# 0.929# 1.529# 25.61 # 81.33 " 92.85 " 3.380# 3.078# 2.329# 3
4 1.557# 1.233# 1.327# 0.986# 1.002# 1.696# 30.97 # 85.99 " 84.74 " 2.002# 2.908# 2.946# 4
5 1.487# 1.240# 1.274# 1.105# 1.061# 1.710# 38.20 # 68.30 " 80.53 " 1.747# 2.794# 2.982# 5
6 1.497# 1.200# 1.263# 1.200# 0.992# 1.603# 47.15 # 60.56 " 60.41 # 1.745# 2.614# 2.712# 6
7 1.572# 1.216# 1.187# 1.188# 0.941# 1.460# 50.43 " 864.5 " 32.96 # 1.771# 2.177# 2.597# 7
8 1.568# 1.145# 1.119# 1.137# 0.924# 1.257# 52.58 "2170 " 21.52 # 1.753# 1.958# 2.555# 8
9 1.525# 1.110# 1.045# 1.148# 0.962# 1.106# 38.91 #1679 " 2.780# 1.742# 1.879# 2.531# 9
10 1.475# 1.649# 0.992# 1.151# 0.945# 1.040# 38.18 # 679.0 " 2.244# 1.825# 1.894# 2.552# 10
11 1.434# 2.188# 0.923# 1.074# 0.935# 1.034# 64.21 " 353.9 " 2.211# 1.759# 1.919# 2.385# 11
12 1.410# 2.038# 0.961# 1.086# 0.928# 1.037# 53.43 " 599.9 " 2.421# 1.780# 1.952# 2.176# 12
13 1.398# 2.332# 1.141# 1.113# 0.975# 1.216# 29.48 # 369.5 " 2.459# 1.906# 2.031# 2.244# 13
14 1.393# 2.049# 1.329# 1.170# 1.363# 1.630# 14.28 # 405.6 " 2.042# 1.888# 2.158# 2.352# 14
15 1.423# 1.862# 1.309# 1.207# 1.497# 1.507# 13.49 # 341.6 " 2.338# 1.809# 2.154# 2.349# 15
16 1.398# 1.794# 1.251# 1.169# 1.180# 1.457# 47.46 # 309.2 " 2.596# 2.224# 2.254# 2.354# 16
17 1.368# 1.745# 1.269# 1.159# 1.061# 1.427# 20.81 # 242.5 " 2.301# 8.851# 2.486# 2.622# 17
18 1.299# 1.760# 1.273# 1.249# 1.045# 1.416# 12.76 # 380.0 " 2.113# 18.99 # 2.998# 4.063# 18
19 1.284# 1.738# 1.236# 1.333# 1.381# 1.851# 89.49 # 684.8 " 2.128# 11.70 # 2.935# 3.730# 19
20 1.307# 1.703# 1.237# 1.258# 1.382# 2.187# 250.3 " 411.1 " 2.398# 5.249# 2.815# 3.384# 20
21 1.327# 1.717# 1.467# 1.150# 1.510# 2.420# 109.0 " 284.1 " 41.00 # 2.727# 2.786# 3.191# 21
22 1.286# 1.748# 2.693# 1.209# 1.307# 60.39 # 107.4 " 243.0 " 74.89 " 2.241# 2.700# 2.988# 22
23 1.268# 1.787# 2.037# 1.235# 1.292# 57.36 # 73.18 " 213.9 " 60.46 # 2.241# 2.597# 2.851# 23
24 1.253# 1.751# 1.421# 1.195# 1.233# 25.92 # 69.60 " 175.6 " 30.03 # 2.466# 2.393# 2.786# 24
25 1.263# 1.615# 1.106# 1.199# 1.085# 16.49 # 55.44 " 156.5 " 178.0 " 2.565# 2.297# 2.703# 25
26 1.225# 1.407# 1.043# 1.236# 1.047# 13.78 # 114.6 " 141.3 " 61.02 # 3.021# 2.334# 2.661# 26
27 1.180# 1.329# 0.913# 1.195# 0.966# 12.49 # 109.4 " 129.9 " 21.91 # 4.977# 2.408# 2.635# 27
28 1.161# 1.362# 0.905# 1.112# 0.930# 11.54 # 263.1 " 121.1 " 29.78 # 8.150# 2.507# 2.588# 28
29 1.151# 0.938# 1.021# 0.903# 11.11 # 146.0 " 113.4 " 104.0 " 7.433# 2.543# 2.541# 29
30 1.077# 0.872# 1.026# 0.894# 13.54 # 145.5 " 108.2 " 38.64 # 4.701# 2.606# 2.493# 30
31 1.094# 0.843# 0.905# 280.1 " 115.9 " 3.729# 2.400# 31
Mean 1.385# 1.580# 1.242# 1.134# 1.080# 8.439# 78.90 # 385.3 " 42.44 # 4.489# 2.486# 2.701#
Median 1.393# 1.676# 1.237# 1.155# 0.992# 1.616# 52.58 # 243.0 " 29.91 # 2.466# 2.497# 2.588#
Maximum 1.821# 2.332# 2.693# 1.333# 1.510# 60.39 # 280.1 #2170 " 178.0 # 18.99 # 3.281# 4.063#
Minimum 1.077# 1.110# 0.843# 0.872# 0.894# 0.895# 12.76 # 60.56 " 2.042# 1.742# 1.879# 2.176#
Total 42.93# 44.23# 38.51# 34.01# 33.49# 253.2 # 2446 #11945 " 1273 # 139.2 # 74.57# 83.72#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 44.95 # " ... Relative Uncertainty +/-10%
Ann. Median 2.037# # ... Relative Uncertainty +/-15%
Annual Total 16408 #
Maximum Minimum
Daily 2170 # 0.843#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.312# 11.44 # 6.472# 5.129# 3.341# 88.05 " 178.6 " 262.9 " 186.3 " 39.49 # 5.416# 1.618# 1
2 2.274# 11.16 # 6.275# 4.972# 3.233# 50.37 " 920.1 " 366.5 " 149.9 " 32.69 # 4.688# 1.591# 2
3 2.173# 10.98 # 6.177# 4.737# 3.355# 38.24 # 717.7 " 363.0 " 131.3 " 28.56 # 4.818# 1.481# 3
4 2.103# 10.65 # 5.687# 4.843# 3.636# 31.86 # 342.9 " 478.7 " 137.1 " 29.81 # 4.365# 1.442# 4
5 2.112# 10.50 # 5.744# 4.845# 3.897# 330.5 # 299.3 " 392.3 " 136.6 " 37.24 # 2.537# 1.503# 5
6 2.122# 11.29 # 5.930# 4.775# 4.611# 208.6 " 172.5 " 246.0 " 122.8 " 42.73 # 1.516# 2.073# 6
7 2.056# 11.72 # 6.096# 4.619# 4.184# 107.9 " 120.6 " 219.8 " 121.8 " 35.28 # 1.322# 1.688# 7
8 2.006# 11.62 # 4.984# 4.635# 3.998# 91.29 " 96.09 " 327.3 " 119.7 " 28.33 # 1.179# 1.469# 8
9 1.958# 11.67 # 5.364# 4.685# 4.110# 186.8 " 75.41 "1925 " 121.7 " 24.09 # 1.110# 1.327# 9
10 1.894# 11.50 # 6.120# 4.635# 3.905# 478.4 " 62.45 " 659.8 " 119.4 " 21.69 # 1.131# 1.187# 10
11 1.964# 11.25 # 5.987# 4.602# 3.697# 205.5 " 54.28 " 341.5 " 109.2 " 22.86 # 1.160# 1.077# 11
12 2.018# 11.25 # 6.086# 4.498# 3.625# 163.1 " 50.08 " 266.3 " 91.28 " 20.74 # 1.338# 1.064# 12
13 2.092# 11.30 # 6.113# 4.386# 3.514# 130.1 " 72.48 " 235.5 " 89.66 " 28.35 # 1.451# 0.940# 13
14 2.017# 11.02 # 6.297# 4.239# 3.545# 101.7 " 74.72 " 430.4 " 84.74 " 72.07 " 1.427# 0.847# 14
15 1.911# 11.04 # 6.115# 4.247# 3.469# 90.42 " 216.3 " 260.0 " 73.61 " 64.81 " 1.412# 0.932# 15
16 4.119# 11.08 # 6.112# 4.099# 3.267# 84.53 " 151.5 " 206.6 " 70.55 " 43.59 # 1.343# 1.434# 16
17 64.25 # 11.20 # 6.137# 4.072# 3.171# 77.06 " 123.0 " 189.4 " 68.52 " 33.18 # 1.408# 1.533# 17
18 35.80 # 11.12 # 6.030# 4.246# 3.028# 183.3 " 86.19 " 160.4 " 65.12 " 28.22 # 1.527# 1.394# 18
19 22.66 # 11.42 # 6.020# 4.181# 2.852# 193.4 " 79.71 " 138.4 " 61.78 " 23.21 # 1.559# 1.254# 19
20 18.46 # 11.35 # 5.922# 4.175# 2.690# 183.2 " 73.24 " 127.7 " 59.85 " 21.79 # 1.560# 1.171# 20
21 16.98 # 9.332# 5.959# 4.295# 2.561# 136.4 "1155 " 151.7 " 57.60 " 22.71 # 1.598# 1.066# 21
22 17.20 # 8.337# 5.783# 4.467# 2.508# 135.1 " 569.7 " 145.8 " 53.98 " 20.84 # 1.638# 0.991# 22
23 16.30 # 7.982# 5.829# 4.038# 2.469# 97.61 " 331.9 " 126.2 " 51.37 " 17.43 # 1.756# 0.892# 23
24 15.49 # 6.862# 5.757# 3.833# 5.074# 84.45 " 216.0 " 116.2 " 48.98 " 16.45 # 1.819# 0.805# 24
25 15.01 # 6.604# 5.735# 3.720# 440.1 # 78.08 " 800.4 " 108.9 " 46.69 " 14.85 # 2.079# 0.769# 25
26 14.27 # 6.483# 5.936# 3.688# 125.9 " 117.4 "1324 " 104.1 " 44.49 # 12.90 # 2.010# 0.794# 26
27 13.95 # 6.582# 5.594# 3.698# 74.57 " 359.0 " 350.7 " 107.8 " 41.57 # 10.89 # 1.897# 0.947# 27
28 13.54 # 6.401# 5.489# 3.515# 50.97 " 170.9 " 241.6 " 381.0 " 38.23 # 9.331# 1.771# 1.099# 28
29 12.46 # 5.410# 3.402# 37.36 # 104.9 " 197.8 " 854.8 " 37.74 # 8.668# 1.666# 1.138# 29
30 11.99 # 5.319# 3.277# 44.99 # 166.4 " 243.9 " 774.7 " 45.55 # 7.429# 1.572# 1.176# 30
31 11.54 # 5.130# 55.38 # 173.2 " 270.9 " 6.056# 1.243# 31
Mean 10.81 # 10.11 # 5.858# 4.285# 29.45 # 149.2 # 308.8 " 346.4 " 86.24 # 26.65 # 2.002# 1.224#
Median 4.119# 11.10 # 5.936# 4.271# 3.636# 123.8 # 178.6 " 260.0 " 72.08 # 23.21 # 1.566# 1.176#
Maximum 64.25 # 11.72 # 6.472# 5.129# 440.1 # 478.4 #1324 "1925 " 186.3 # 72.07 # 5.416# 2.073#
Minimum 1.894# 6.401# 4.984# 3.277# 2.469# 31.86 # 50.08 " 104.1 " 37.74 # 6.056# 1.110# 0.769#
Total 335.0 # 283.1 # 181.6 # 128.6 # 913.1 # 4475 # 9571 "10739 " 2587 # 826.3 # 60.07# 37.95#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 82.57 # " ... Relative Uncertainty +/-10%
Ann. Median 11.16 # # ... Relative Uncertainty +/-15%
Annual Total 30138 #
Maximum Minimum
Daily 1925 # 0.769#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd 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 1.273# 0.326# 0.058# 0.321# 0.606# 0.828# 101.1 " 10.14 # 85.19 " 1.880# 3.859# 1.083# 1
2 1.288# 0.261# 0.050# 0.370# 0.586# 0.774# 77.38 " 10.62 # 170.7 " 1.875# 3.597# 1.065# 2
3 1.329# 0.238# 0.051# 0.340# 0.578# 0.733# 64.54 " 12.63 # 186.2 " 2.141# 3.185# 1.029# 3
4 1.333# 0.218# 0.047# 0.361# 0.691# 0.721# 321.5 " 30.27 # 100.8 " 2.786# 2.981# 0.947# 4
5 1.366# 0.220# 0.034# 0.349# 0.768# 0.715# 403.0 " 49.08 # 62.46 # 5.450# 2.795# 0.859# 5
6 1.310# 0.201# 0.022# 0.329# 0.916# 1.209# 211.4 " 170.5 " 29.39 # 2.844# 2.641# 0.812# 6
7 1.230# 0.170# 0.218# 0.328# 0.861# 48.29 # 201.2 " 57.94 # 16.27 # 2.419# 2.544# 0.742# 7
8 1.128# 0.123# 0.541# 0.327# 0.824# 42.55 # 228.7 " 32.84 # 11.09 # 2.296# 2.470# 0.729# 8
9 1.097# 0.100# 0.757# 0.318# 0.744# 34.75 # 169.9 " 21.07 # 7.888# 2.213# 2.443# 0.678# 9
10 0.996# 0.095# 0.858# 0.318# 0.696# 58.95 " 119.9 " 15.66 # 5.285# 2.215# 2.377# 0.641# 10
11 0.900# 0.093# 0.798# 0.312# 0.677# 113.0 " 93.45 " 12.36 # 3.864# 2.422# 2.151# 0.595# 11
12 0.832# 0.103# 0.779# 0.299# 0.693# 100.2 " 79.54 " 9.734# 3.483# 2.303# 1.947# 0.537# 12
13 0.773# 0.103# 0.811# 0.283# 0.713# 64.57 " 72.25 " 9.333# 3.349# 2.386# 1.890# 0.460# 13
14 0.712# 0.112# 0.803# 0.359# 0.715# 53.21 " 66.45 " 330.9 # 3.141# 2.469# 1.844# 0.371# 14
15 0.643# 0.110# 0.788# 0.409# 0.716# 47.16 # 62.27 " 265.4 " 2.292# 2.441# 1.750# 0.304# 15
16 0.611# 0.103# 0.743# 0.440# 1.247# 38.49 # 59.69 " 150.1 " 1.871# 2.433# 1.715# 0.260# 16
17 0.621# 0.089# 0.709# 0.448# 1.255# 31.93 # 39.71 # 326.0 " 1.724# 2.481# 1.693# 0.235# 17
18 0.630# 0.079# 0.747# 0.485# 1.171# 31.45 # 10.27 # 103.9 " 1.939# 2.497# 1.653# 0.203# 18
19 0.613# 0.075# 0.768# 0.906# 1.130# 30.44 # 24.61 # 57.04 " 1.955# 2.405# 1.614# 0.194# 19
20 0.572# 0.068# 0.772# 1.036# 1.216# 26.22 # 142.9 " 44.79 # 2.064# 2.490# 1.600# 0.192# 20
21 0.528# 0.070# 0.719# 0.966# 1.156# 24.12 # 73.56 " 26.15 # 1.994# 2.494# 1.597# 0.199# 21
22 0.523# 0.069# 0.652# 0.902# 1.103# 42.52 # 53.94 " 9.486# 1.932# 2.481# 1.702# 0.184# 22
23 1.114# 0.085# 0.580# 0.859# 1.035# 238.1 " 40.18 # 10.45 # 1.919# 2.525# 1.732# 0.164# 23
24 1.143# 0.099# 0.527# 0.778# 0.966# 128.6 " 67.85 # 9.939# 1.886# 2.535# 1.707# 0.149# 24
25 1.146# 0.086# 0.456# 0.729# 0.913# 72.84 " 77.89 " 5.499# 1.852# 2.493# 1.634# 0.127# 25
26 1.112# 0.082# 0.406# 0.696# 0.866# 163.6 " 41.27 # 3.460# 1.819# 2.510# 1.542# 0.127# 26
27 1.030# 0.072# 0.390# 0.665# 0.834# 204.1 " 30.42 # 2.537# 1.818# 2.477# 1.484# 0.119# 27
28 0.845# 0.065# 0.358# 0.645# 0.833# 171.8 " 19.15 # 2.315# 1.791# 2.433# 1.319# 0.105# 28
29 0.656# 0.313# 0.643# 0.815# 94.75 " 13.78 # 3.056# 1.799# 2.447# 1.210# 0.093# 29
30 0.517# 0.295# 0.602# 0.809# 87.37 " 13.50 # 89.53 # 1.857# 3.076# 1.132# 0.087# 30
31 0.402# 0.294# 0.832# 11.09 # 172.5 " 3.732# 0.079# 31
Mean 0.912# 0.126# 0.495# 0.527# 0.870# 65.13 # 96.53 # 66.29 # 23.99 # 2.569# 2.060# 0.431#
Median 0.900# 0.100# 0.541# 0.424# 0.832# 44.85 # 67.85 # 21.07 # 2.178# 2.469# 1.741# 0.260#
Maximum 1.366# 0.326# 0.858# 1.036# 1.255# 238.1 # 403.0 # 330.9 # 186.2 # 5.450# 3.859# 1.083#
Minimum 0.402# 0.065# 0.022# 0.283# 0.578# 0.715# 10.27 # 2.315# 1.724# 1.875# 1.132# 0.079#
Total 28.27 # 3.514# 15.34 # 15.82 # 26.97 #1954 #2992 #2055 # 719.6 # 79.65 # 61.81 # 13.37 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.82 # " ... Relative Uncertainty +/-10%
Ann. Median 1.247# # ... Relative Uncertainty +/-15%
Annual Total 7966 #
Maximum Minimum
Daily 403.0 # 0.022#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd 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 0.070# 0.000# 0.000# 0.000# 0.051# 12.46 # 55.25 # 9.399# 18.49 # 6.415# 1.549# 1.450# 1
2 0.061# 0.000# 0.000# 0.000# 0.053# 10.85 # 2.251# 7.603# 127.7 " 7.582# 1.517# 1.349# 2
3 0.057# 0.000# 0.000# 0.000# 0.055# 10.04 # 1.703# 58.39 # 86.12 " 5.961# 3.626# 1.076# 3
4 0.050# 0.000# 0.000# 0.000# 0.164# 9.444# 1.617# 28.16 # 40.20 # 2.621# 1.492# 0.970# 4
5 0.038# 0.000# 0.000# 0.000# 0.352# 8.855# 24.34 # 7.763# 28.83 # 1.260# 1.044# 0.968# 5
6 0.030# 0.000# 0.000# 0.000# 1.314# 8.248# 275.2 " 5.647# 135.1 # 1.020# 0.990# 0.987# 6
7 0.020# 0.000# 0.000# 0.000# 1.434# 8.409# 183.6 " 10.97 # 347.2 " 1.187# 0.947# 0.970# 7
8 0.012# 0.000# 0.000# 0.000# 1.504# 7.982# 69.71 " 10.55 # 117.3 " 112.4 # 0.923# 0.924# 8
9 0.005# 0.000# 0.000# 0.000# 1.266# 7.831# 27.15 # 57.12 # 55.92 " 41.43 # 1.586# [ ] 9
10 0.001# 0.000# 0.000# 0.000# 1.151# 7.336# 10.64 # 278.1 " 178.0 " 16.26 # 1.814# [ ] 10
11 0.000# 0.000# 0.000# 0.000# 1.141# 51.13 # 3.852# 193.0 " 90.25 " 8.664# 1.601# [ ] 11
12 0.000# 0.000# 0.000# 0.000# 1.137# 59.51 " 1.894# 66.88 # 45.80 # 3.900# 1.606# [ ] 12
13 0.000# 0.000# 0.000# 0.000# 1.147# 36.68 # 95.89 # 25.83 # 26.54 # 1.565# 1.829# [ ] 13
14 0.000# 0.000# 0.000# 0.000# 1.188# 22.66 # 220.4 " 14.23 # 17.51 # 0.988# 2.942# [ ] 14
15 0.000# 0.000# 0.000# 0.000# 1.240# 17.56 # 101.8 " 36.51 # 13.15 # 0.914# 12.34 # [ ] 15
16 0.000# 0.000# 0.000# 0.000# 1.277# 15.55 # 129.4 " 696.8 " 9.363# 0.976# 14.59 # [ ] 16
17 0.000# 0.000# 0.000# 0.000# 1.244# 15.88 # 273.3 " 257.7 " 5.700# 1.042# 10.97 # [ ] 17
18 0.000# 0.000# 0.000# 0.001# 1.240# 35.31 # 161.8 " 149.9 " 3.959# 1.038# 7.479# [ ] 18
19 0.000# 0.000# 0.000# 0.019# 1.232# 42.05 # 57.73 # 82.40 " 6.041# 1.079# 4.644# [ ] 19
20 0.000# 0.000# 0.000# 0.022# 1.213# 25.12 # 25.90 # 52.73 " 10.95 # 1.065# 3.855# [ ] 20
21 0.000# 0.000# 0.000# 0.031# 1.110# 18.11 # 13.09 # 43.11 # 8.646# 1.032# 4.564# [ ] 21
22 0.000# 0.000# 0.000# 0.041# 1.008# 16.33 # 8.208# 31.82 # 5.516# 0.994# 4.348# [ ] 22
23 0.000# 0.000# 0.000# 0.048# 0.930# 18.43 # 37.92 # 27.42 # 3.229# 1.041# 2.665# [ ] 23
24 0.000# 0.000# 0.000# 0.060# 1.437# 28.51 # 18.24 # 20.91 # 1.817# 1.062# 1.670# [ ] 24
25 0.000# 0.000# 0.000# 0.076# 2.381# 25.26 # 7.732# 15.72 # 1.563# 1.042# 1.206# [ ] 25
26 0.000# 0.000# 0.000# 0.076# 4.755# 25.22 # 21.78 # 12.95 # 1.764# 1.011# 1.030# [ ] 26
27 0.000# 0.000# 0.000# 0.073# 10.15 # 37.91 # 45.86 # 11.55 # 3.148# 0.993# 1.083# [ ] 27
28 0.000# 0.000# 0.000# 0.071# 9.581# 96.48 # 212.3 " 11.27 # 5.671# 0.957# 1.208# [ ] 28
29 0.000# 0.000# 0.000# 0.063# 11.96 # 220.8 " 60.56 # 10.54 # 5.922# 0.981# 1.303# [ ] 29
30 0.000# 0.000# 0.056# 29.95 # 130.6 " 21.99 # 7.997# 5.123# 1.052# 1.587# [ ] 30
31 0.000# 0.000# 16.34 # 12.42 # 6.711# 1.047# [ ] 31
Mean 0.011# 0.000# 0.000# 0.021# 3.516# 34.35 # 70.44 # 72.58 # 46.88 # 7.373# 3.267# 1.087#
Median 0.000# 0.000# 0.000# 0.000# 1.240# 18.27 # 27.15 # 25.83 # 12.05 # 1.052# 1.603# 0.979#
Maximum 0.070# 0.000# 0.000# 0.076# 29.95 # 220.8 # 275.2 # 696.8 # 347.2 # 112.4 # 14.59 # 1.450#
Minimum 0.000# 0.000# 0.000# 0.000# 0.051# 7.336# 1.617# 5.647# 1.563# 0.914# 0.923# 0.924#
Total 0.343# 0.000# 0.000# 0.638# 109.0 #1031 #2184 #2250 #1407 # 228.6 # 98.01 # 8.696#
Missing Days 0 0 0 0 0 0 0 0 0 0 0 23
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.33 # " ... Relative Uncertainty +/-10%
Ann. Median 1.240# # ... Relative Uncertainty +/-15%
Annual Total 7316 # [ ... Not Available
Missing Days 23
Maximum Minimum
Daily 696.8 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd 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 [ ] [ ] [ ] [ ] [ ] [ ] 103.8 # 957.9 # 86.68 # 108.3 # 11.60 # 0.007# 1
2 [ ] [ ] [ ] [ ] [ ] [ ] 85.61 # 449.7 # 101.7 # 156.2 # 9.428# 0.009# 2
3 [ ] [ ] [ ] [ ] [ ] [ ] 148.8 # 229.9 # 86.52 # 109.1 # 8.068# 0.001# 3
4 [ ] [ ] [ ] [ ] [ ] [ ] 302.4 # 179.7 # 63.82 # 87.43 # 7.568# 0.000# 4
5 [ ] [ ] [ ] [ ] [ ] [ ] 606.8 # 150.1 # 48.87 # 103.6 # 6.601# 0.000# 5
6 [ ] [ ] [ ] [ ] [ ] [ ] 347.4 # 134.8 # 42.56 # 87.46 # 5.360# 0.000# 6
7 [ ] [ ] [ ] [ ] [ ] [ ] 625.4 # 126.9 # 36.94 # 81.83 # 5.084# 0.000# 7
8 [ ] [ ] [ ] [ ] [ ] [ ] 289.0 #2537 # 38.57 # 97.39 # 4.623# 0.000# 8
9 [ ] [ ] [ ] [ ] [ ] [ ] 774.7 #1495 # 249.5 # 85.17 # 3.632# 0.000# 9
10 [ ] [ ] [ ] [ ] [ ] [ ] 740.7 #1255 # 210.8 # 72.18 # 2.722# 0.000# 10
11 [ ] [ ] [ ] [ ] [ ] [ ] 272.5 # 764.0 # 106.7 # 74.20 # 2.394# 0.000# 11
12 [ ] [ ] [ ] [ ] [ ] [ ] 963.5 # 378.3 # 73.33 # 82.95 # 1.817# 0.000# 12
13 [ ] [ ] [ ] [ ] [ ] [ ] 1527 # 273.1 # 51.79 # 75.45 # 1.514# 0.000# 13
14 [ ] [ ] [ ] [ ] [ ] [ ] 928.3 # 412.4 # 43.38 # 62.92 # 1.228# 0.000# 14
15 [ ] [ ] [ ] [ ] [ ] [ ] 681.4 # 250.1 # 74.34 # 56.25 # 0.891# 0.000# 15
16 [ ] [ ] [ ] [ ] [ ] [ ] 383.9 # 187.8 # 454.2 # 51.09 # 0.841# 0.000# 16
17 [ ] [ ] [ ] [ ] [ ] [ ] 273.7 # 148.0 # 245.3 # 45.32 # 0.672# 0.000# 17
18 [ ] [ ] [ ] [ ] [ ] 10.99 # 240.2 # 110.3 # 214.7 # 31.64 # 0.489# 0.000# 18
19 [ ] [ ] [ ] [ ] [ ] 11.52 # 235.6 # 217.9 # 202.9 # 15.19 # 0.395# 0.000# 19
20 [ ] [ ] [ ] [ ] [ ] 691.0 # 223.9 # 193.0 # 102.2 # 58.77 # 0.281# 0.000# 20
21 [ ] [ ] [ ] [ ] [ ] 359.5 # 175.5 # 141.3 # 70.39 # 105.8 # 0.212# 0.000# 21
22 [ ] [ ] [ ] [ ] [ ] 141.3 # 122.5 # 121.9 # 52.72 # 71.03 # 0.137# 0.000# 22
23 [ ] [ ] [ ] [ ] [ ] 83.16 # 114.0 # 92.12 # 62.66 # 26.27 # 0.100# 0.000# 23
24 [ ] [ ] [ ] [ ] [ ] 62.21 # 106.1 # 84.59 # 81.50 # 19.85 # 0.080# 0.000# 24
25 [ ] [ ] [ ] [ ] [ ] 48.26 # 88.80 # 78.02 # 76.16 # 17.19 # 0.043# 0.000# 25
26 [ ] [ ] [ ] [ ] [ ] 42.25 # 85.08 # 82.44 # 73.82 # 14.77 # 0.033# 0.000# 26
27 [ ] [ ] [ ] [ ] [ ] 267.5 # 107.4 # 86.27 # 81.47 # 35.83 # 0.020# 0.000# 27
28 [ ] [ ] [ ] [ ] [ ] 449.8 # 118.1 # 80.76 # 64.06 # 33.74 # 0.024# 0.000# 28
29 [ ] [ ] [ ] [ ] 230.9 # 138.5 # 79.73 # 32.15 # 19.88 # 0.018# 0.000# 29
30 [ ] [ ] [ ] [ ] 142.7 # 240.2 # 83.01 # 34.16 # 14.81 # 0.009# 0.000# 30
31 [ ] [ ] [ ] 355.9 # 83.38 # 12.77 # 0.000# 31
Mean [ ] [ ] [ ] [ ] [ ] 195.5 # 368.0 # 369.8 # 105.5 # 61.75 # 2.530# 0.001#
Median [ ] [ ] [ ] [ ] [ ] 141.3 # 240.2 # 150.1 # 74.08 # 62.92 # 0.866# 0.000#
Maximum [ ] [ ] [ ] [ ] [ ] 691.0 #1527 #2537 # 454.2 # 156.2 # 11.60 # 0.009#
Minimum [ ] [ ] [ ] [ ] [ ] 10.99 # 85.08 # 78.02 # 32.15 # 12.77 # 0.009# 0.000#
Total [ ] [ ] [ ] [ ] [ ] 2541 #11406 #11464 # 3164 # 1914 # 75.89# 0.02#
Missing Days 31 28 31 30 31 17 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 155.2 # # ... Relative Uncertainty +/-15%
Ann. Median 73.82 # [ ... Not Available
Annual Total 30566 #
Missing Days 168
Maximum Minimum
Daily 2537 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 21/01/2023
Site 610014 Vasse Diversion Drain - D/S Hill Rd Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000# 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 0.000# 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.000# [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 0.000# 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.000# 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 0.000# 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.000# 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 0.000# 0.000# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 26 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.000# # ... Relative Uncertainty +/-15%
Ann. Median 0.000# [ ... Not Available
Annual Total 0.000#
Missing Days 332
Maximum Minimum
Daily 0.000# 0.000#