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Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1966
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 55.07 $ 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1.059$ 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.064$ 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.812$ 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 67.94 $ 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29.85 $ 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28.34 $ 30
31 [ ] [ ] [ ] [ ] [ ] [ ] 0.395$ 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11.47 $
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.032$
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 67.94 $
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000$
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 183.5 $
Missing Days 31 28 31 30 31 30 31 31 30 31 30 15
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.47 $ $ ... Relative Uncertainty +/-20%
Ann. Median 0.032$ [ ... Not Available
Annual Total 183.5 $
Missing Days 349
Maximum Minimum
Daily 67.94 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1967
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.18$ 677.4 " 7088 $ 95.88" 12.15" 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 1
2 49.13$ 480.5 " 4270 $ 85.04" 10.64# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 2
3 17.54$ 332.6 "18787 $ 70.38" 8.50# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 3
4 1.15$ 245.8 "15610 $ 61.60" 7.76# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 4
5 0.17$ 185.6 " 7976 $ 55.92" 7.27# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 5
6 0.00$ 2906 $ 7987 $ 52.93" 6.41# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 6
7 0.00$ 2880 $30487 $ 49.09" 5.83# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 7
8 0.00$44518 $ 6913 $ 45.31" 5.24# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 8
9 0.00$17022 $ 3980 " 40.89" 4.95# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 9
10 0.00$ 9617 $ 2849 # 37.91" 4.34$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 10
11 0.00$ 4534 $ 2132 # 36.50" 4.41$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 11
12 2.58$ 2993 # 1574 # 35.28" 4.15$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 12
13 269.9 " 2811 # 1165 " 34.64" 3.51$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 13
14 80.76" 8218 $ 930.5 " 33.82" 2.96$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 14
15 128.7 "24137 $ 759.9 " 31.38" 2.46$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 15
16 40.10"44772 $ 625.6 " 31.31" 2.41$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 16
17 142.1 "53791 $ 550.4 " 30.85" 2.38$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 17
18 134.0 "12589 $ 1516 # 30.12" 2.12$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 18
19 1820 $ 6062 $ 634.7 " 29.03" 2.06$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 19
20 3719 $ 4869 $ 448.9 " 28.05" 2.06$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 116.3 $ 20
21 456.9 "12932 $ 364.1 " 26.73" 1.92$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 756.1 # 21
22 3190 $16359 $ 314.0 " 25.24" 1.91$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 93.74" 22
23 85444 $ 6685 $ 300.4 " 23.73" 1.62$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 171.2 " 23
24 18335 $ 4000 $ 268.1 " 24.73" 0.96$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 54.51" 24
25 59996 $ 2490 # 218.3 " 22.68" 0.41$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 28.19" 25
26 10218 $ 1778 # 188.4 " 20.22" 0.24$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 2298 $ 26
27 3734 $ 2196 # 165.4 " 17.15" 0.22$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 623.6 " 27
28 1911 #16025 $ 147.1 " 14.24" 0.21$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 172.0 " 28
29 1092 " 132.2 " 13.84" 0.20$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 57.44" 29
30 1094 # 120.8 " 13.96" 0.19$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 106.0 " 30
31 905.2 " 107.2 " 0.08$ 0.00$ 0.00$ 0.00$ 72.43" 31
Mean 6219 $10932 $ 3826 $ 37.28" 3.53$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 146.8 $
Median 134.0 $4701 $ 759.9 $ 31.35 " 2.412$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 85444 $53791 $30487 $ 95.88" 12.15$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 2298 $
Minimum 0.000$ 185.6 $ 107.2 $ 13.84 " 0.083$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 192780 $306107 $118609 $ 1118 " 109.6$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 4550 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1708 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 623274 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 85444 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1968
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 21.09" 3026 $ 698.6 " 206.8 " 52.04" 40.12" 8.18# 0.56$ 0.00$ 0.00$ 0.00$ 36.71$ 1
2 9.57$ 917.0 " 420.2 " 183.7 " 44.10" 35.76" 6.97# 0.27$ 0.00$ 0.00$ 0.00$ 12.19$ 2
3 2.14$16415 $10907 $ 178.0 " 39.06" 35.18" 6.37# 0.21$ 0.00$ 0.00$ 0.00$ 1.28$ 3
4 0.44$22586 $ 3807 $ 184.4 " 51.04" 34.60" 5.86# 0.19$ 0.00$ 0.00$ 0.23$ 0.29$ 4
5 0.21$ 4240 $ 2079 # 146.0 " 271.4 " 32.92" 5.44# 0.18$ 0.00$ 0.00$ 0.31$ 0.22$ 5
6 0.19$ 2456 # 1847 # 124.3 " 188.7 " 31.33" 4.67$ 0.05$ 0.00$ 0.00$ 0.11$ 0.21$ 6
7 0.10$ 1531 #14017 $ 110.9 " 114.0 " 29.89" 3.96$ 0.00$ 0.00$ 0.00$ 0.00$ 0.15$ 7
8 7.13$ 1804 # 4424 $ 103.4 " 67.98" 28.57" 3.50$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 8
9 46.74" 2944 $ 3537 $ 102.1 " 47.30" 26.21" 2.85$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 9
10 714.2 # 2318 #44587 $ 86.87" 42.32" 24.38" 2.16$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 10
11 42.86" 1072 "17482 $ 70.26" 39.55" 22.01" 1.49$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 11
12 22.29" 700.2 " 6524 $ 59.61" 36.43" 20.46" 1.05$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 12
13 15.52" 570.0 " 4660 $ 53.47" 34.80" 19.42" 1.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 13
14 6.89$ 520.8 " 4673 $ 50.82" 32.86" 18.88" 1.13$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 14
15 2.26$ 2381 # 3035 # 50.15" 30.35" 18.29" 1.15$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 15
16 0.41$ 1362 # 2021 # 46.92" 28.73" 17.29" 1.15$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 16
17 0.20$ 719.8 " 1452 # 45.59" 27.51" 16.23" 1.45$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 17
18 0.12$ 680.3 # 1085 " 45.48" 25.80" 15.46" 3.53$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 18
19 19.84$ 1905 # 927.2 " 43.97" 24.44" 13.94" 4.75$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 19
20 219.6 # 697.4 " 3126 # 41.52" 238.4 " 13.32" 7.91# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 20
21 7824 $ 3249 $ 1945 # 40.19" 596.9 " 13.20" 11.30" 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 21
22 3556 $ 5762 $ 932.4 " 38.70" 398.7 " 12.53" 12.15" 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 22
23 758.9 " 2197 # 695.0 " 36.15" 212.9 " 10.99" 10.93" 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 23
24 379.9 " 2393 # 579.2 " 34.62" 137.1 " 9.72" 11.75" 0.00$ 0.00$ 0.00$ 0.00$ 188.5 $ 24
25 217.5 " 1586 # 491.9 " 33.05" 102.9 " 9.49" 11.60# 0.00$ 0.00$ 0.00$ 0.00$ 26.90" 25
26 126.7 " 908.1 " 438.8 " 33.24" 85.56" 9.49" 8.60# 0.00$ 0.00$ 0.00$ 0.00$ 4.49$ 26
27 76.03" 671.6 " 612.9 " 72.74" 68.85" 9.49" 6.09# 0.00$ 0.00$ 0.00$ 0.00$ 0.56$ 27
28 99.50" 535.8 " 428.9 " 100.0 " 56.74" 9.49" 4.25$ 0.00$ 0.00$ 0.00$ 0.00$ 0.23$ 28
29 2106 # 467.1 " 348.2 " 52.57" 50.34" 9.44" 3.03$ 0.00$ 0.00$ 0.00$ 475.4 $ 0.20$ 29
30 2640 $ 287.1 " 51.21" 46.27" 8.93# 1.98$ 0.00$ 0.00$ 0.00$ 16.48$ 0.14$ 30
31 6108 $ 240.0 " 42.73" 1.32$ 0.00$ 0.00$ 0.00$ 31
Mean 807.2 $2987 $4462 $ 80.89 " 104.4 " 19.90 # 5.083$ 0.047$ 0.000$ 0.000$ 16.42 $ 8.778$
Median 22.29 $1586 $1847 $ 53.02 " 50.34 " 17.79 # 4.251$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 7824 $22586 $44587 $ 206.8 " 596.9 " 40.12# 12.15$ 0.56$ 0.00$ 0.00$ 475.4 $ 188.5 $
Minimum 0.096$ 467.1 $ 240.0 $ 33.05 " 24.44 " 8.931# 0.999$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 25025 $ 86614 $138308 $ 2427 " 3236 " 597.0# 157.6$ 1.5$ 0.0$ 0.0$ 492.5$ 272.1$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 702.5 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.387$ # ... Relative Uncertainty +/-15%
Annual Total 257130 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 44587 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1969
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.0$ 40.2" 4004 $ 486.2# 187.6# 38.4# 10.2" 0.8$ 0.0$ 0.0$ 0.0$ 0.0$ 1
2 0.0$ 34.0" 5145 $ 473.1# 180.9# 36.1# 10.0" 0.7$ 0.0$ 0.0$ 0.0$ 0.0$ 2
3 0.0$ 31.8" 7856 $ 460.2# 174.4# 34.0# 9.9" 0.7$ 0.0$ 0.0$ 0.0$ 0.0$ 3
4 0.0$ 33.7" 4566 $ 447.5# 168.0# 31.9# 9.3# 0.6$ 0.0$ 0.0$ 0.0$ 0.0$ 4
5 0.0$ 63.0" 2649 # 435.0# 161.7# 29.9# 8.6# 0.5$ 0.0$ 0.0$ 0.0$ 0.0$ 5
6 0.0$ 177.3" 13149 $ 422.8# 155.6# 28.1# 8.6# 0.4$ 0.0$ 0.0$ 0.0$ 0.0$ 6
7 0.0$ 8904 $136838 $ 410.8# 149.7# 27.5# 8.6# 0.3$ 0.0$ 0.0$ 0.0$ 0.0$ 7
8 0.2$ 6096 $ 42953 $ 399.2# 143.8# 26.2" 8.6# 0.3$ 0.0$ 0.0$ 0.0$ 0.0$ 8
9 314.8$ 2950 # 11816 $ 387.8# 138.2# 25.5" 8.5# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 9
10 36178 $ 1616 # 6639 $ 376.6# 132.6# 24.0" 8.3# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 10
11 22475 $ 1037 " 4568 $ 365.7# 127.2# 24.0" 8.1# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 11
12 5241 $ 2760 $ 5027 $ 354.9# 122.0# 23.6" 7.5# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 12
13 1733 # 32567 $ 4444 $ 344.3# 117.0# 22.0" 7.1# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 13
14 846.2" 20739 $ 4890 $ 333.9# 112.1# 22.0" 6.8# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 14
15 533.1" 5654 $ 15606 $ 323.7# 107.3# 22.0" 6.3# 0.1$ 0.0$ 0.0$ 0.0$ 0.0$ 15
16 384.2" 3430 $ 4635 $ 313.6# 102.7# 21.0" 5.9# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 16
17 1169 # 10387 $ 3111 # 303.8# 98.2# 19.9" 5.4# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 17
18 843.8# 3739 # 2377 # 294.2# 93.8# 19.3" 5.2# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 18
19 2017 # 2695 # 1835 # 284.7# 89.6# 18.9" 4.8# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 19
20 1173 # 3543 # 1403 # 275.4# 84.7# 18.5" 4.5$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 20
21 1031 # 2536 # 1121 " 266.3# 79.3# 17.6" 3.9$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 21
22 471.0" 19954 $ 921.5" 257.4# 74.2# 17.2" 3.2$ 0.0$ 0.0$ 0.0$ 0.0$ 141.7$ 22
23 507.6" 9744 $ 806.7" 248.7# 69.0# 16.4" 2.6$ 0.0$ 0.0$ 0.0$ 0.0$ 2784 $ 23
24 364.3" 5354 $ 700.2" 240.1# 63.8# 15.1" 2.2$ 0.0$ 0.0$ 0.0$ 0.0$ 4105 $ 24
25 542.9" 4435 $ 597.7# 231.8# 59.4# 14.3" 2.0$ 0.0$ 0.0$ 0.0$ 0.0$ 4584 $ 25
26 240.2" 3232 $ 569.5# 223.6# 55.7# 13.4" 1.8$ 0.0$ 0.0$ 0.0$ 0.0$ 500.2" 26
27 178.9" 8040 $ 555.1# 215.8# 52.0# 13.1" 1.6$ 0.0$ 0.0$ 0.0$ 0.0$ 148.5" 27
28 135.9" 4457 $ 540.8# 208.5# 48.7# 12.7" 1.5$ 0.0$ 0.0$ 0.0$ 0.0$ 65.0" 28
29 102.8" 526.9# 201.4# 45.8# 11.6" 1.4$ 0.0$ 0.0$ 0.0$ 0.0$ 40.1" 29
30 73.6" 513.1# 194.4# 43.2# 10.8" 1.3$ 0.0$ 0.0$ 0.0$ 0.0$ 28.8" 30
31 50.3" 499.5# 40.8# 1.0$ 0.0$ 0.0$ 16.4" 31
Mean 2471 $5866 $9383 $ 326.0 # 105.8 # 21.82 # 5.631$ 0.182$ 0.000$ 0.000$ 0.000$ 400.4 $
Median 364.3 $3486 $3111 $ 318.6 # 102.7 # 21.47 # 5.936$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 36178 $ 32567 $136838 $ 486.2# 187.6# 38.4# 10.2$ 0.8$ 0.0$ 0.0$ 0.0$ 4584 $
Minimum 0.000$ 31.75 $ 499.5 $ 194.4 # 40.79 # 10.85 # 1.027$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 76607 $164249 $290863 $ 9781 # 3279 # 654.6# 174.6$ 5.6$ 0.0$ 0.0$ 0.0$ 12413 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1529 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.85 $ # ... Relative Uncertainty +/-15%
Annual Total 558027 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 136838 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1970
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 9.949# 11.60 & 1.252& 0.000$ 0.594$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1
2 5.018$ 11.45 & 0.795& 0.000$ 0.359$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2
3 2.889$ 10.26 & 0.626& 0.000$ 0.256$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3
4 1.825$ 9.562& 0.410& 0.000$ 0.215$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4
5 1.569$ 8.715& 0.261& 0.000$ 0.198$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5
6 1.570$ 7.517& 0.225& 0.000$ 0.185$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6
7 1.432$ 102.8 & 0.208$ 0.000$ 0.190$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7
8 1.263$ 920.1 & 39.36 $ 0.000$ 0.298$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 8
9 1.097$2457 & 627.0 # 0.000$ 647.9 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 9
10 0.861$1998 & 365.0 " 0.000$ 356.7 # 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 10
11 0.636$ 280.5 & 122.9 " 0.000$ 29.63 " 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11
12 0.559$ 817.0 & 240.8 " 0.000$ 12.04 # 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 12
13 0.332$ 477.0 & 148.8 " 0.000$ 4.294$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 13
14 0.287$ 217.4 & 143.5 " 0.000$ 2.092$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 14
15 302.2 & 153.3 & 51.83 " 0.000$ 1.424$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 15
16 68.78 & 95.39 & 33.92 " 0.000$ 1.211$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 16
17 11.01 & 55.67 & 22.85 " 0.000$ 1.082$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 17
18 3.341& 40.16 & 13.13 # 0.000$ 0.964$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 242.5 $ 18
19 0.689& 30.13 & 6.177$ 0.000$ 0.761$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 308.9 $ 19
20 0.661& 22.08 & 2.740$ 0.000$ 0.565$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.584$ 20
21 513.0 & 15.81 & 1.622$ 0.000$ 0.394$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 87.57 $ 21
22 1519 & 10.67 & 1.140$ 0.000$ 0.297$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.785$ 22
23 386.6 & 7.046& 0.880$ 0.000$ 0.301$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.090$ 23
24 124.2 & 4.915& 0.701$ 0.000$ 0.293$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.741$ 24
25 57.09 & 3.721& 0.520$ 0.000$ 0.264$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.609$ 25
26 41.19 & 2.840& 0.312$ 228.4 $ 0.238$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.335$ 26
27 29.61 & 2.212& 0.248$ 3.890$ 0.218$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 671.4 $ 27
28 24.83 & 1.712& 0.222$ 1.305$ 0.199$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$3752 $ 28
29 19.83 & 0.200$ 1.012$ 0.184$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 67.89 " 29
30 14.78 & 0.162$ 0.783$ 0.028$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 30.49 " 30
31 11.93 & 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 12.35 # 31
Mean 101.9 & 277.7 & 58.96 & 7.846$ 34.30 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 167.1 $
Median 5.018& 18.95 & 1.140& 0.000$ 0.301$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 1519 &2457 & 627.0 & 228.4 $ 647.9 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$3752 $
Minimum 0.287& 1.712& 0.000& 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 3158 &7774 &1828 & 235.4 $1063 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$5179 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 52.71 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 19238 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3752 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1971
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.720$ 69.54 " 41.52 "1132 # 0.520$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 64.96 & 1
2 1.930$ 38.59 "5923 $ 587.4 " 0.402$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 48.90 & 2
3 1.472$ 29.04 "9813 $ 416.4 " 0.283$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 16.58 & 3
4 1.171$ 20.70 "2885 $ 333.1 " 0.241$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 3.781& 4
5 0.900$ 88.97 #2025 # 527.5 # 0.226$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 1.961& 5
6 0.729$1644 #2632 $ 262.7 " 0.212$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 240.1 & 6
7 0.624$ 722.2 "1559 # 173.4 " 0.198$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.169&3043 & 7
8 3.985$ 580.6 " 533.0 " 122.7 " 0.098$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.465&1094 & 8
9 33.87 " 191.5 " 293.8 " 91.73 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000&1234 & 217.5 & 9
10 11.84 # 713.0 # 202.3 " 68.47 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 714.0 & 94.27 & 10
11 3.304$3663 $ 143.2 " 54.30 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 26.73 & 43.21 & 11
12 1.887$ 923.1 # 101.5 " 44.81 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 3.674& 92.05 & 12
13 36.84 $ 908.9 # 105.1 " 39.64 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.741& 161.0 & 13
14 46.36 " 225.8 " 104.2 " 35.44 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.158& 29.79 & 14
15 142.9 " 340.7 "1227 # 32.29 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.011& 10.80 & 15
16 103.7 " 128.0 "1437 # 29.80 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 4.556& 16
17 35.32 " 59.66 " 576.3 " 25.97 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 1.870& 17
18 18.82 " 103.3 " 248.9 " 21.32 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.451& 18
19 7.092$ 634.8 " 151.3 " 17.46 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.040& 19
20 2.779$ 749.8 # 282.6 " 14.77 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000& 20
21 1.652$ 131.6 " 226.5 " 12.15 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000& 21
22 1.267$ 855.3 # 986.1 # 11.10 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 22
23 25.35 $ 218.1 "3101 $ 7.936# 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 23
24 539.8 " 104.5 "3467 # 4.931$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 24
25 226.9 " 53.46 "1538 # 2.974$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 25
26 290.9 # 43.83 " 843.0 " 1.701$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000&3082 & 0.000# 26
27 585.8 # 71.66 " 556.6 " 1.039$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000&3366 & 0.000# 27
28 948.7 # 38.48 " 473.4 # 0.725$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 511.8 & 0.000# 28
29 590.7 # 2115 # 0.641$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 96.84 & 0.000# 29
30 805.1 # 4630 $ 0.587$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 140.5 & 216.1 # 30
31 194.2 " 1824 # 0.000# 0.000# 0.000# 0.000& 2210 " 31
Mean 150.6 $ 476.8 $1614 $ 135.8 $ 0.070$ 0.000# 0.000# 0.000# 0.000& 0.000& 305.9 & 245.0 &
Median 18.82 $ 161.5 $ 843.0 $ 31.05 $ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 4.556&
Maximum 948.7 $3663 $9813 $1132 $ 0.520$ 0.000# 0.000# 0.000# 0.000& 0.000&3366 &3043 &
Minimum 0.624$ 20.70 $ 41.52 $ 0.587$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000&
Total 4669 $13351 $50045 $ 4075 $ 2.18$ 0.00# 0.00# 0.00# 0.00& 0.00& 9176 & 7595 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 243.6 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 88914 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 9813 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1972
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4114 $ 1.33# 101.8 " 11.66 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 33.03" 0.00# 1
2 1550 " 0.64# 47.32" 9.40 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13.43" 0.00# 2
3 728.9 " 0.34# 33.56" 7.64" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5.79" 55.86# 3
4 636.4 " 0.51# 45.72" 6.40" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3.44" 103.9 " 4
5 232.7 " 1.04#46938 $ 5.42" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.97" 32.46" 5
6 96.80" 0.39#14445 $ 4.57" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.57" 58.06" 6
7 53.24" 0.09# 7274 $ 3.86" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.21# 39.07" 7
8 34.78" 51.22#34879 $ 3.41" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.85# 25.35" 8
9 20.43 457.4 "22385 $ 2.53" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.67# 9.11" 9
10 10.40" 51.06" 3939 $ 1.90" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.45# 3.96" 10
11 4.58" 1477 " 2113 " 1.73" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.31# 2.63" 11
12 2.16" 1984 $ 1313 " 1.39# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.18# 1.11# 12
13 1.29# 2528 $ 881.2 " 1.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.06# 0.75# 13
14 0.86# 311.8 " 642.3 " 0.84# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.01# 0.43# 14
15 0.60# 1052 $ 497.9 " 0.69# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.19# 15
16 0.35# 530.6 " 387.1 " 0.52# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.03# 16
17 0.08# 7875 $ 295.4 0.35# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 0.01# 817.0 " 231.2 0.23# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 0.10# 730.8 " 183.9 0.14# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 261.7 # 19
20 0.35# 426.6 " 139.1 " 0.08# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 42.09" 20
21 0.19# 199.6 " 109.0 " 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18.87" 21
22 0.04# 95.50" 85.00" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19.64" 22
23 94.46# 57.05" 69.51" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2.63" 23
24 78.32" 43.87" 57.83" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.22# 24
25 35.38" 34.40" 50.41" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 119.6 # 25
26 1032 " 32.14" 43.44" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 161.2 " 26
27 95.07" 45.81" 37.60" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20.80# 0.00# 56.94" 27
28 67.25" 130.4 " 31.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 667.6 $ 0.00# 32.66" 28
29 30.74" 674.4 " 24.34 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4554 $ 0.00# 17.58 29
30 12.79" 19.39 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 196.7 " 0.00# 21.96 30
31 4.04" 14.79 0.00# 0.00# 0.00# 80.98" 11.91" 31
Mean 288.3 $ 676.2 $4430 $ 2.128# 0.000# 0.000# 0.000# 0.000# 0.000# 178.1 $ 2.099# 35.51 #
Median 20.43 $ 95.50 $ 139.1 $ 0.604# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000# 17.58 #
Maximum 4114 $ 7875 $46938 $ 11.66# 0.00# 0.00# 0.00# 0.00# 0.00# 4554 $ 33.03# 261.7 #
Minimum 0.006$ 0.093$ 14.79 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000# 0.000#
Total 8938 $ 19610 $137316 $ 63.8# 0.0# 0.0# 0.0# 0.0# 0.0# 5521 $ 63.0# 1101 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 471.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 172612 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 46938 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1973
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.04" 158.0 " 22.81 40.43" 9.47" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 276.9 " 1
2 2.26" 3971 $ 13.51 35.61" 2.56" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 146.7 " 2
3 3.52" 2143 " 7.79" 26.41" 0.94# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 90.83" 3
4 2323 $ 1844 " 5.47" 16.58 0.56# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 67.71" 4
5 730.1 " 1434 " 55.48" 10.58 0.31# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 162.8 " 5
6 202.1 " 744.7 " 6.00" 7.42" 0.11# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 556.9 " 6
7 736.9 " 519.3 " 3.03" 5.07" 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 158.8 " 7
8 111.6 " 383.2 " 1.88" 3.78" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 83.12" 8
9 1380 " 387.4 " 102.4 " 26.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 89.48" 9
10 285.6 " 257.4 1653 " 3.48" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 56.92" 10
11 234.9 " 185.3 637.5 " 2.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 41.28" 11
12 712.5 " 135.5 " 444.9 " 1.37# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 400.9 " 12
13 1940 $ 98.25" 268.6 0.87# 0.00# 0.00# 0.00# 0.00# 0.00# 567.6 $ 0.00# 95.07" 13
14 662.3 " 73.96" 170.0 " 0.58# 0.00# 3.19# 0.00# 0.00# 0.00# 831.7 $ 0.00# 49.63" 14
15 6217 $ 55.45" 117.5 " 0.24# 0.00# 0.08# 0.00# 0.00# 0.00# 8.90" 0.00# 34.96" 15
16 4491 $ 43.12" 86.38" 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.87# 0.00# 22.67 16
17 1229 " 33.34" 1441 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.27# 0.00# 16.32 17
18 868.7 " 24.41 413.8 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.01# 0.00# 12.56 18
19 3274 " 17.69 2282 $ 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8.86" 19
20 2666 $ 43.29" 509.5 " 127.0 # 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6.24" 20
21 3565 $ 108.4 " 269.7 318.8 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 34.27" 21
22 820.1 " 241.0 " 169.8 " 236.7 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#26670 $ 13.61" 22
23 442.8 " 22.15" 251.5 " 41.37" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#23341 $ 393.2 " 23
24 268.9 446.9 " 446.6 " 23.42" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3073 $ 2383 $ 24
25 175.7 " 175.1 " 240.3 13.28 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1092 " 3438 $ 25
26 117.5 " 117.5 " 158.8 " 8.00" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 587.7 " 2811 $ 26
27 85.66" 55.79" 111.9 " 4.55" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 366.8 " 1442 " 27
28 66.17" 37.32" 73.97" 2.19" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 397.5 " 3662 $ 28
29 428.3 " 56.93" 3.71# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 354.7 " 1406 " 29
30 155.6 " 54.49" 22.94" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 549.5 " 1231 " 30
31 78.88" 50.74" 0.00# 0.00# 0.00# 0.00# 894.1 " 31
Mean 1106 $ 491.3 $ 326.7 $ 32.79 # 0.450# 0.109# 0.000# 0.000# 0.000# 45.46 $1881 $ 648.0 $
Median 442.8 $ 146.7 $ 117.5 $ 6.247# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000$ 95.07 $
Maximum 6217 $ 3971 $ 2282 $ 318.8 # 9.47# 3.19# 0.00# 0.00# 0.00# 831.7 $26670 $ 3662 $
Minimum 2.255$ 17.69 $ 1.884$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000$ 6.237$
Total 34281 $13757 $10128 $ 983.6 # 13.96# 3.27# 0.00# 0.00# 0.00# 1409 $56431 $20087 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 375.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 137094 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 26670 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1974
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 643.0 " 1362 " 742.0 " 343.4 " 335.5 70.32" 38.18" 12.00 0.00# 0.00! 0.00# 8.72" 1
2 1246 " 1093 " 586.4 " 163.7 " 408.6 " 66.42" 37.01" 11.41 0.00# 0.00# 0.31# 5.24" 2
3 35688 $ 899.1 " 1131 " 476.4 $ 343.4 63.25" 35.43" 10.71 0.00# 0.00# 552.8 " 3.81" 3
4 4440 $ 7614 $ 1541 " 4116 $ 284.6 60.24" 33.71" 10.38 0.00# 0.00# 53.23" 3.15" 4
5 10638 $ 1665 # 2799 " 2088 $ 256.7 58.85" 31.86" 9.75 0.00# 0.00# 20.68 2.71" 5
6 4796 $ 944.4 # 6762 $ 1713 $ 237.9 57.56" 30.72" 9.52 0.00# 0.00# 8.95" 91.27" 6
7 5550 $ 662.8 # 5526 $ 1404 " 222.6 56.87" 30.72" 9.39 0.00# 0.00# 4.43" 214.4 " 7
8 5690 ! 606.2 # 1455 " 3884 $ 205.9 56.99" 30.05" 8.78 85.36# 0.00# 2.93" 7.96" 8
9 2330 ! 2178 # 1409 "13838 $ 191.5 57.06" 28.06 8.22 88.12" 0.00# 1.91" 4.79" 9
10 11232 ! 1346 # 862.2 " 8787 $ 178.4 57.00" 27.26 7.69" 42.40" 0.00# 0.93# 3.94" 10
11 7851 $ 1197 " 707.6 "10617 $ 168.9 55.82" 27.05 6.91" 70.02! 0.00# 0.29# 3.68" 11
12 12557 $ 2831 # 582.1 " 4209 $ 162.2 54.56" 26.31 5.72" 38.61! 0.00# 0.02# 3.66" 12
13 17893 $ 7551 $ 503.6 " 3772 $ 157.1 53.33" 26.23 4.72" 33.51! 0.00# 0.00# 3.30" 13
14 6337 $ 6668 $ 458.8 " 1723 " 151.2 " 53.45" 25.33 3.74" 30.67! 0.00# 0.00# 24.91" 14
15 3882 " 3100 " 384.6 " 1221 " 141.4 " 53.45" 24.82 3.04" 27.12! 0.00# 0.00# 40.67" 15
16 3205 " 2078 " 326.2 957.5 " 134.1 " 52.42" 25.37 2.34" 22.27! 0.00# 0.00# 55.60" 16
17 6536 $ 1584 " 287.4 810.6 " 124.4 " 50.22" 25.45 1.73" 18.80! 0.00# 0.00# 8.83" 17
18 9749 $ 1839 " 270.1 693.5 " 116.1 " 48.05" 24.50 1.34# 17.41! 0.00# 0.00# 4.06" 18
19 18589 $ 1265 " 587.7 " 606.0 " 109.3 " 46.36" 23.26 0.75# 16.07! 0.00# 0.00# 2.90" 19
20 9281 $14945 $ 557.1 " 534.1 " 102.9 " 45.22" 22.62 0.40# 13.33! 0.00# 0.00# 2.50" 20
21 12255 $ 3078 $ 340.8 " 481.8 " 98.56" 43.93" 21.53 0.20# 10.91! 0.00# 0.00# 3.26" 21
22 7738 $ 1746 " 253.0 445.6 " 94.42" 42.04" 20.86 0.06# 9.25! 0.00# 0.00# 472.1 " 22
23 4491 $ 1301 " 207.0 410.6 " 89.88" 40.93" 20.71 0.00# 7.96! 0.00# 0.00# 80.31" 23
24 7443 $ 1065 " 178.9 375.6 " 86.48" 40.58" 19.51 0.00# 6.37! 0.00# 0.00# 171.5 " 24
25 8559 $ 866.3 " 159.5 " 342.0 83.33" 40.81" 18.08 0.00# 4.60! 0.00# 0.00# 39.44" 25
26 5675 $ 713.4 " 248.6 " 311.7 80.45" 40.70" 16.81 0.00# 3.24! 0.00# 2098 $ 13.64" 26
27 10665 $ 651.2 " 651.4 " 288.4 78.88" 40.64" 15.05 0.00# 1.77! 0.00# 286.7 " 6.27" 27
28 7991 $ 675.2 " 419.1 " 270.3 77.60" 40.89" 13.67 0.00# 0.67! 0.00# 68.95" 4.15" 28
29 3491 " 254.2 258.2 76.60" 40.45" 13.47 0.00# 0.07! 0.00# 33.84" 3.38" 29
30 2379 " 189.9 254.3 75.02" 39.63" 13.41 0.00# 0.00! 0.00# 17.33 2.72" 30
31 1754 " 166.6 73.47" 12.65 0.00# 0.00# 1.91" 31
Mean 8083 !2554 $ 985.4 $2180 $ 159.6 " 50.93 " 24.51 " 4.154# 18.28 ! 0.000! 105.0 $ 41.77 "
Median 6536 !1354 $ 503.6 $ 649.7 $ 134.1 " 52.87 " 25.33 " 2.340# 8.607! 0.000! 0.156$ 4.788"
Maximum 35688 !14945 $ 6762 $13838 $ 408.6 " 70.32" 38.18" 12.00# 88.12! 0.00! 2098 $ 472.1 "
Minimum 643.0 ! 606.2 $ 159.5 $ 163.7 $ 73.47 " 39.63 " 12.65 " 0.000# 0.000! 0.000! 0.000$ 1.908"
Total 250573 ! 71525 $ 30547 $ 65396 $ 4947 " 1528 " 759.7" 128.8# 548.5! 0.0! 3151 $ 1295 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1179 ! ! ... Not reviewed / Quality not known
Ann. Median 48.05 ! " ... Relative Uncertainty +/-10%
Annual Total 430400 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 35688 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1975
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.29# 55.56" 186.5 673.4 " 1.11# 0.00# 0.00# 0.00# 0.00# 0.00# 1590 " 0.00# 1
2 0.64# 114.3 " 160.2 " 114.9 " 0.57# 0.00# 0.00# 0.00# 0.00# 0.00# 676.6 " 0.00# 2
3 0.23# 133.1 " 136.0 " 55.92" 0.22# 0.00# 0.00# 0.00# 0.00# 0.00# 241.5 " 0.00# 3
4 0.04# 19.12" 119.4 " 740.9 " 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 51.45" 0.00# 4
5 0.00# 6.21" 104.9 " 2062 $ 0.00# 0.00# 0.00# 0.00# 0.00# 503.7 # 18.98 0.00# 5
6 0.00# 4.98" 106.5 " 565.2 " 0.00# 0.00# 0.00# 0.00# 0.00# 210.0 " 12.76 0.00# 6
7 54.53# 3.68" 92.19" 263.6 0.00# 0.00# 0.00# 0.00# 0.00# 256.5 " 11.22 0.00# 7
8 1789 $ 2.63" 76.28" 153.6 " 0.00# 0.00# 0.00# 0.00# 0.00# 11.13" 142.1 " 0.00# 8
9 525.1 " 2.00" 71.69" 109.5 " 0.00# 0.00# 0.00# 0.00# 0.00# 6.56" 157.1 " 0.00# 9
10 58.00" 1.05# 68.03" 83.87" 0.00# 0.00# 0.00# 0.00# 0.00# 5.15" 142.6 " 0.00# 10
11 50.95" 174.2 # 82.96" 65.66" 0.00# 0.00# 0.00# 0.00# 0.00# 4.14" 69.04" 0.00# 11
12 331.0 " 2729 $ 67.48" 53.78" 0.00# 0.00# 0.00# 0.00# 0.00# 2.65" 39.70" 0.00# 12
13 49.40"10417 $ 57.28" 44.98" 0.00# 0.00# 0.00# 0.00# 0.00# 1.34# 21.25 0.00# 13
14 19.23 5284 $ 51.35" 38.42" 0.00# 0.00# 0.00# 0.00# 0.00# 0.56# 12.53 0.00# 14
15 9.34"11961 $ 47.34" 33.46" 0.00# 0.00# 0.00# 0.00# 0.00# 0.43# 8.68" 0.00# 15
16 5.60" 3830 $ 44.21" 27.47 0.00# 0.00# 0.00# 0.00# 0.00# 0.25# 7.83" 0.00# 16
17 3.63" 2430 " 40.98" 22.15 0.00# 0.00# 0.00# 0.00# 0.00# 0.04# 6.71" 0.00# 17
18 2.40" 3671 " 37.14" 18.69 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5.27" 0.00# 18
19 1.87" 2449 " 33.15" 16.65 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3.61" 0.00# 19
20 1.72" 1457 " 29.88" 14.85 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2.54" 776.3 # 20
21 16.32" 949.2 " 762.9 " 13.43 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.26# 183.4 " 21
22 24.16" 693.1 " 76.71" 11.64 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.54# 61.68" 22
23 10.01" 594.9 " 44.84" 9.89 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.12# 22.02" 23
24 7.29" 579.7 " 35.76" 8.41" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10.25 24
25 15.41" 438.3 " 29.35" 6.97" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8.21" 25
26 5.12" 332.8 24.23 5.65" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6.10" 26
27 3.07" 267.9 21.07 4.49" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4.70" 27
28 2.07" 221.1 19.19 3.46" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3.06" 28
29 89.97# 17.41 2.53" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.69# 29
30 374.1 " 15.10 1.76" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.83# 30
31 117.3 " 13.30 0.00# 0.00# 0.00# 0.03# 0.31# 31
Mean 115.1 $1744 $ 86.24 " 174.3 $ 0.063# 0.000# 0.000# 0.000# 0.000# 32.34 # 107.4 # 34.79 #
Median 9.337$ 385.6 $ 51.35 " 30.47 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8.255# 0.000#
Maximum 1789 $11961 $ 762.9 " 2062 $ 1.11# 0.00# 0.00# 0.00# 0.00# 503.7 # 1590 # 776.3 #
Minimum 0.000$ 1.046$ 13.30 " 1.765$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 3569 $48821 $ 2673 " 5228 $ 1.95# 0.00# 0.00# 0.00# 0.00# 1002 # 3223 # 1078 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 179.7 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 65596 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 11961 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1976
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.03# 34.31" 6728 $ 291.7 40.38" 14.73 4.06" 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 30.65# 20.70" 3060 " 261.2 38.86" 14.17 4.00" 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 122.4 " 15.02"20849 $ 229.7 37.86" 14.16 3.77" 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 10579 $ 13.40"34556 $ 205.0 36.96" 13.55 3.58" 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 1368 " 13.09"13928 $ 185.8 35.48" 13.11 3.39" 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 338.3 " 12.74"29286 $ 166.6 34.39" 13.34 2.95" 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 5903 $ 50.25"13033 $ 149.4 " 33.09" 13.12 2.40" 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 452.3 " 276.5 " 5259 $ 134.9 " 31.99" 11.86 1.56# 0.00# 0.00# 0.00# 0.00# 27.07# 8
9 193.4 " 318.1 " 3173 " 121.2 " 30.54" 10.18 1.10# 0.00# 0.00# 0.00# 0.00# 0.02# 9
10 119.2 " 2285 $ 2209 " 111.5 " 29.14 9.19 0.86# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 11171 $10208 $ 1628 " 102.8 " 27.39 8.24 0.54# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 8747 $ 5925 $ 1242 " 95.56" 25.92 7.77" 0.28# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 5925 $ 2290 " 1570 " 89.52" 24.70 6.81" 0.10# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 1664 " 1710 " 1476 $ 84.54" 23.90 6.03" 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 1131 " 1375 " 2800 $ 80.38" 23.17 5.52" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 1435 " 2607 $ 1405 " 77.29" 22.40 5.08" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 1411 "11942 $ 920.9 " 74.61" 21.95 4.60" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 977.9 " 4700 $ 754.7 " 70.44" 21.66 4.37" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 934.1 " 6873 $ 1255 " 67.14" 21.52 4.12" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 1080 " 3415 $ 1312 " 64.41" 21.02 4.07" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 2139 $ 3648 " 744.9 " 60.97" 20.72 3.88" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 768.0 " 3138 $ 926.7 " 57.96" 20.29 3.73" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 420.6 " 4590 $ 2490 " 54.64" 19.53 3.69" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 291.2 2442 " 1589 " 51.83" 18.49 3.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 339.4 " 3116 $ 936.7 " 49.01" 18.04 3.59" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 549.9 " 6251 $ 684.1 " 47.38" 17.52 3.60" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 246.0 "10879 $ 570.7 " 46.60" 17.21 3.75" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 140.4 " 4379 $ 492.4 " 44.98" 16.67 3.78" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 94.06" 6741 $ 439.3 " 42.51" 16.23 3.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 68.83" 381.9 " 41.48" 15.77 4.01" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 30
31 49.85" 331.1 15.17 0.00# 0.00# 0.00# 6.90# 31
Mean 1893 $3423 $5033 $ 105.4 " 25.10 " 7.381" 0.923# 0.000# 0.000# 0.000# 0.000# 1.096#
Median 549.9 $2607 $1476 $ 78.83 " 22.40 " 5.302" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 11171 $11942 $34556 $ 291.7 " 40.38" 14.73" 4.06# 0.00# 0.00# 0.00# 0.00# 27.07#
Minimum 0.033$ 12.74 $ 331.1 $ 41.48 " 15.17 " 3.537" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 58689 $ 99271 $156033 $ 3161 " 778.0" 221.4" 28.6# 0.0# 0.0# 0.0# 0.0# 34.0#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 869.4 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.643$ # ... Relative Uncertainty +/-15%
Annual Total 318216 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 34556 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1977
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.533# 23.53 574.1 " 40.51 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 0.027# 14.49 426.5 " 42.08 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 0.000# 11.59 " 255.3 32.06 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 0.000# 3.694" 196.5 " 37.41 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 0.000# 4.643# 472.4 " 38.39 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 239.8 # 5
6 0.000# 162.6 " 244.9 214.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.901# 6
7 0.599# 59.33 " 159.3 " 68.15 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.006# 7
8 0.294# 58.44 "1148 " 37.04 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 0.002# 25.20 "1333 " 27.83 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 0.000# 46.21 " 412.1 " 21.55 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 0.000#1518 " 322.6 " 15.54 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 211.9 #1146 " 175.9 " 12.16 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 74.73 # 12
13 3.960# 434.6 " 329.9 " 7.161" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 37.65 " 13
14 0.199# 311.4 " 700.2 " 5.500" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3308 $ 14
15 0.023# 191.5 " 286.9 " 4.356" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 162.8 " 15
16 0.002#3477 $5830 $ 3.917" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 39.55 " 16
17 0.000# 384.8 "4746 $ 2.675" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14.04 17
18 0.000#3578 $1215 " 1.931" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 235.6 " 18
19 0.000# 969.9 " 660.1 " 1.259# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 101.8 " 19
20 0.000# 861.7 " 455.6 " 0.842# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 66.73 " 20
21 0.000# 775.8 " 333.6 0.430# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1833 $ 21
22 0.000#2848 " 255.6 0.381# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 66.99 " 22
23 0.000# 779.6 " 227.6 0.260# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21.84 " 23
24 0.000#1990 $ 273.3 0.084# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10.74 24
25 0.000#3514 $ 166.6 " 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7.415" 25
26 0.000#5707 $ 122.2 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.753" 26
27 967.3 #1161 " 98.15 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.162" 27
28 943.2 " 803.5 " 76.26 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.099" 28
29 451.1 " 63.05 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4.194" 29
30 128.3 " 53.50 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3.022" 30
31 45.45 " 46.42 " 0.000# 0.000# 0.000# 0.000# 1.952" 31
Mean 88.80 #1102 $ 698.7 $ 20.52 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 201.5 $
Median 0.000# 605.2 $ 286.9 $ 4.137# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.753$
Maximum 967.3 #5707 $5830 $ 214.0 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3308 $
Minimum 0.000# 3.694$ 46.42 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 2753 #30862 $21661 $ 615.5 # 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6247 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 170.2 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 62138 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 5830 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1978
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.21# 3834 $ 1072 " 465.2 " 0.00# 10.50 14.85 44.68" 2.54" 0.00# 0.00# 0.00# 1
2 0.57# 2178 " 728.0 " 192.9 " 0.00# 8.53" 13.63 41.61" 2.12" 0.00# 0.00# 0.00# 2
3 0.23# 1439 " 1365 " 105.8 " 0.00# 7.26" 11.35 38.62" 1.66" 0.00# 0.00# 0.00# 3
4 0.08# 984.8 " 936.3 " 68.00" 0.00# 6.10" 9.67 36.27" 1.13# 0.00# 0.00# 0.00# 4
5 0.01# 735.4 " 566.6 " 49.07" 0.00# 4.96" 8.37 34.04" 0.77# 0.00# 0.00# 0.00# 5
6 0.00# 570.9 " 433.7 " 41.25" 0.00# 4.49" 7.89" 31.77" 0.43# 0.00# 0.00# 0.00# 6
7 10.83# 2066 $ 344.4 33.32" 0.00# 4.53" 3305 $ 28.75" 0.13# 0.00# 0.00# 0.00# 7
8 4.59" 1946 $ 293.3 27.94" 0.00# 17.45" 7474 $ 25.55 0.04# 0.00# 0.00# 0.00# 8
9 3.90" 4898 $ 283.3 23.11 0.00# 34.75" 2843 $ 23.46 0.01# 0.00# 0.00# 0.00# 9
10 2.66" 4642 $ 254.7 18.84 0.00# 1196 " 1346 " 20.93 0.00# 0.00# 0.00# 0.00# 10
11 1.96" 6104 $ 232.1 15.59 0.00# 1593 " 867.6 " 19.04 0.00# 0.00# 0.00# 0.00# 11
12 1.12# 2253 " 208.5 13.15 0.00# 487.1 " 643.6 " 17.80 0.00# 0.00# 0.00# 25.78# 12
13 0.52# 2825 " 192.5 11.27 0.00# 267.6 510.8 " 16.96 0.00# 0.00# 0.00# 0.42# 13
14 0.26# 1505 " 171.7 9.28 0.00# 181.5 " 414.1 " 26.58" 0.00# 0.00# 0.00# 6.46# 14
15 0.05# 1686 " 158.0 " 7.62" 0.00# 130.4 " 332.6 25.22 0.00# 0.00# 0.00# 0.25# 15
16 5.33# 2465 $ 140.9 " 6.39" 0.00# 98.64" 275.5 24.31 0.00# 0.00# 0.00# 0.01# 16
17 816.2 " 958.2 " 123.8 " 5.33" 9.45# 78.71" 233.3 24.61 0.00# 0.00# 0.00# 0.00# 17
18 181.7 " 825.9 " 103.8 " 4.54" 32.51" 64.22" 201.7 25.66 0.00# 0.00# 0.00# 0.00# 18
19 3406 $ 691.0 " 90.86" 3.80" 13.60 55.48" 178.0 25.02 0.00# 0.00# 0.00# 0.00# 19
20 1212 " 1884 " 74.73" 3.03" 10.05 46.80" 156.1 " 20.89 0.00# 0.00# 0.00# 0.00# 20
21 751.8 " 1235 " 66.58" 2.35" 22.78 40.93" 138.2 " 16.98 0.00# 0.00# 0.00# 0.00# 21
22 519.4 " 981.7 " 60.08" 1.70" 20.53 35.36" 123.1 " 14.86 0.00# 0.00# 0.00# 0.00# 22
23 780.7 $ 2970 " 63.21" 1.08# 18.69 30.81" 108.9 " 11.98 0.00# 0.00# 0.00# 0.00# 23
24 4300 $10788 $ 60.75" 0.67# 18.28 28.68 94.94" 9.82 0.00# 0.00# 0.00# 0.00# 24
25 5080 $ 3001 " 54.20" 0.27# 27.25" 24.36 84.20" 8.08" 0.00# 0.00# 0.00# 0.00# 25
26 4606 $ 2066 " 50.54" 0.02# 27.77" 22.30 72.42" 6.79" 0.00# 0.00# 0.00# 0.00# 26
27 27771 $ 1414 " 60.35" 0.00# 20.03" 20.26 65.04" 5.70" 0.00# 0.00# 0.00# 0.00# 27
28 24523 $ 1302 " 106.2 " 0.00# 16.07 18.55 59.42" 4.77" 0.00# 0.00# 0.00# 0.00# 28
29 60041 $ 171.2 " 0.00# 15.21 16.90 53.74" 4.22" 0.00# 0.00# 0.00# 0.00# 29
30 35304 $ 126.7 " 0.00# 14.26 15.68 49.83" 3.61" 0.00# 0.00# 0.00# 219.5 # 30
31 8077 $ 102.0 " 12.72 47.62" 3.05" 0.00# 393.0 " 31
Mean 5723 $2437 $ 280.5 " 37.05 # 9.007# 151.7 " 636.9 $ 20.70 " 0.295# 0.000# 0.000# 20.82 #
Median 10.83 $1915 $ 158.0 " 7.007# 0.000# 29.74 " 123.1 $ 20.93 " 0.000# 0.000# 0.000# 0.000#
Maximum 60041 $10788 $ 1365 " 465.2 # 32.51# 1593 " 7474 $ 44.68" 2.54# 0.00# 0.00# 393.0 #
Minimum 0.000$ 570.9 $ 50.54 " 0.000# 0.000# 4.492" 7.892$ 3.052" 0.000# 0.000# 0.000# 0.000#
Total 177402 $ 68249 $ 8696 " 1111 # 279.2# 4551 " 19744 $ 641.6" 8.8# 0.0# 0.0# 645.4#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 770.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.449$ # ... Relative Uncertainty +/-15%
Annual Total 281329 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 60041 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1979
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 300.0 " 131.2 "11378 $ 276.6 13.20 29.88" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 121.6 " 762.9 " 4194 $ 232.0 12.09 22.19 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 1910 $ 78.23" 2393 " 200.6 10.73 17.67 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 179.6 " 297.9 " 1346 " 173.0 9.80 14.64 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 67.03" 227.6 " 7102 $ 151.7 " 9.25 12.56 0.00# 0.00# 0.00# 0.00# 0.00# 0.00! 5
6 126.5 " 226.3 " 2797 $ 132.8 " 8.69 11.17 0.00# 0.00# 0.00# 0.00# 0.00# 694.6 ! 6
7 28.42" 102.0 " 1366 " 116.7 " 8.24 10.20 0.00# 0.00# 0.00# 0.00# 0.00# 118.7 ! 7
8 10.11" 48.79" 905.2 " 100.6 " 8.98 9.31 0.00# 0.00# 0.00# 0.00# 0.00# 53.93! 8
9 833.0 $ 26.26" 695.9 " 85.73" 7.53" 8.32" 0.00# 0.00# 0.00# 0.00# 0.00# 336.8 ! 9
10 573.3 " 189.4 " 835.2 " 75.42" 6.16" 7.63" 0.00# 0.00# 0.00# 0.00# 0.00# 956.1 ! 10
11 60.88" 125.6 " 1384 " 65.03" 5.30" 6.79" 0.00# 0.00# 0.00# 0.00# 0.00# 814.0 ! 11
12 56.33" 47.26" 2923 $ 56.37" 4.78" 6.37" 0.00# 0.00# 0.00# 0.00# 0.00# 378.3 ! 12
13 28.14" 588.5 " 2738 $ 46.94" 5.83" 5.65" 0.00# 0.00# 0.00# 0.00# 0.00# 70.67" 13
14 16.50 3653 $ 3748 $ 38.50" 18.31" 4.72" 0.00# 0.00# 0.00# 0.00# 0.00# 43.64! 14
15 9.86" 1221 $ 1517 " 33.62" 14.40 3.91" 0.00# 0.00# 0.00# 0.00# 0.00# 38.39! 15
16 5.60" 818.1 " 963.5 " 29.36" 22.98" 3.12" 0.00# 0.00# 0.00# 0.00# 0.00# 277.2 ! 16
17 3.82" 1365 $ 727.6 " 26.59 16.33 2.47" 0.00# 0.00# 0.00# 0.00# 0.00# 186.1 ! 17
18 2.66" 2986 $ 572.7 " 23.40 26.43 2.05" 0.00# 0.00# 0.00# 0.00# 0.00# 173.8 ! 18
19 2.02" 3434 $ 2123 " 20.59 24.87 1.73" 0.00# 0.00# 0.00# 0.00# 0.00# 50.30" 19
20 1.79" 3101 $ 1347 " 18.51 29.28" 1.53" 0.00# 0.00# 0.00# 0.00# 0.00# 20.94" 20
21 1.50# 1008 " 741.7 " 16.90 25.41 1.18# 0.00# 0.00# 0.00# 0.00# 0.00# 13.39" 21
22 1.08# 544.7 " 4839 $ 15.58 20.73 0.64# 0.00# 0.00# 0.00# 0.00# 0.00# 9.18" 22
23 0.67# 376.7 " 1588 " 14.51 16.79 0.18# 0.00# 0.00# 0.00# 0.00# 0.00# 8.42" 23
24 0.30# 280.1 " 2573 " 16.84 16.89 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 1655 " 24
25 0.08# 1973 $ 1824 " 15.96 22.36 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 281.9 " 25
26 0.00# 913.2 " 1258 " 24.11 71.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 212.2 " 26
27 13.46# 965.7 " 829.9 " 24.48 95.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 170.0 ! 27
28 2.90" 4391 $ 638.2 " 20.56 74.50" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 605.7 ! 28
29 1.60" 509.9 " 18.05 61.19" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 120.4 ! 29
30 1.13# 418.2 " 15.25 51.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 59.04! 30
31 347.8 # 339.3 39.37" 0.00# 0.00# 0.00# 37.44! 31
Mean 151.9 $1067 $2149 $ 69.54 " 24.49 " 6.132# 0.000# 0.000# 0.000# 0.000# 0.000# 238.2 !
Median 10.11 $ 566.6 $1366 $ 31.49 " 16.79 " 3.517# 0.000# 0.000# 0.000# 0.000# 0.000# 70.67 !
Maximum 1910 $ 4391 $11378 $ 276.6 " 95.28" 29.88# 0.00# 0.00# 0.00# 0.00# 0.00# 1655 !
Minimum 0.001$ 26.26 $ 339.3 $ 14.51 " 4.782" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000!
Total 4708 $29882 $66615 $ 2086 " 759.1 " 183.9 # 0.00# 0.00# 0.00# 0.00# 0.00# 7386 !
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 305.8 ! ! ... Not reviewed / Quality not known
Ann. Median 2.662! " ... Relative Uncertainty +/-10%
Annual Total 111620 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 11378 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1980
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 28.05" 152.0 " 1233 " 26.08" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 1
2 19.25" 113.9 " 767.8 " 23.56 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 2
3 757.9 ! 88.23" 576.9 " 22.13 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 3
4 4875 ! 71.49" 472.0 " 18.00 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 4
5 1158 ! 429.1 " 953.9 " 14.75 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 5
6 783.4 ! 249.1 " 519.2 " 14.20" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 6
7 141.9 ! 361.4 " 366.0 " 164.7 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 7
8 72.64" 196.1 352.0 " 61.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 8
9 77.43" 131.5 " 671.8 " 26.72" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 9
10 54.91" 99.99" 311.7 " 18.14 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 10
11 37.94" 1071 " 437.5 " 13.74 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 11
12 27.59" 624.9 " 631.4 " 10.92 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 12
13 1125 ! 5425 $ 302.8 " 8.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 13
14 1272 !50080 $ 212.3 " 6.66" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 14
15 360.6 !23885 ! 155.3 " 5.56" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 15
16 197.3 " 6076 ! 118.8 " 28.24" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 16
17 997.0 " 8527 ! 92.53" 9.28" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 17
18 1135 " 5100 ! 73.03" 5.27" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 18
19 609.4 " 2382 " 62.22" 3.82" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 19
20 425.1 " 1506 " 59.08" 3.32" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 20
21 504.7 " 1054 " 744.5 " 2.75" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 21
22 270.1 " 3342 ! 539.3 " 2.06" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 22
23 139.6 " 3583 ! 287.2 " 1.39# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 23
24 92.85" 5139 ! 182.3 " 0.50# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 24
25 943.0 " 1622 " 121.6 " 0.16# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 25
26 10703 $ 1044 " 87.77" 0.10# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 26
27 1271 " 1918 $ 66.56" 0.08# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 27
28 783.6 " 3669 $ 55.22" 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 28
29 350.3 " 1608 " 46.77" 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 29
30 1051 " 38.68" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 30
31 326.6 " 32.71" 0.00# 0.00# 0.00# [ ] [ ] 31
Mean 986.8 !4467 ! 341.0 " 16.42 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# [ ] [ ]
Median 425.1 !1506 ! 287.2 " 7.601# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# [ ] [ ]
Maximum 10703 !50080 ! 1233 " 164.7 # 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ]
Minimum 19.25 ! 71.49 ! 32.71 " 0.005# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# [ ] [ ]
Total 30589 !129549 ! 10572 " 492.7# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# [ ] [ ]
Missing Days 0 0 0 0 0 0 0 0 0 15 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 590.4 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 171203 ! # ... Relative Uncertainty +/-15%
Missing Days 76 $ ... Relative Uncertainty +/-20%
[ ... Not Available
Maximum Minimum
Daily 50080 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1981
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 18.02 # 0.000# 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.271# 0.000# 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 16.05 " 0.000# 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.590# 0.000# 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.016# 221.9 # 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000#1490 $ 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 80.86 " 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 646.4 " 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 91.61 " 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 24.16 " 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 274.6 " 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 51.47 " 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 19.39 " 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 7.315" 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 2.633# 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.567# 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.058# 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000# 30
31 [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 1.165# 93.90 $
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000$
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 18.02 #1490 $
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000$
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 34.95 #2911 $
Missing Days 31 28 31 30 31 30 31 31 18 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.33 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 2946 $ $ ... Relative Uncertainty +/-20%
Missing Days 261 [ ... Not Available
Maximum Minimum
Daily 1490 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1982
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.00# 5031 $15937 $ 1997 " 115.1 ! 32.97! 5.94! 0.00! 0.00! 0.00# 0.00# 14.79# 1
2 0.00# 5050 $28687 $ 1399 " 111.8 ! 31.24! 5.55! 0.00! 0.00! 0.00# 0.00# 0.85# 2
3 0.00# 3277 $ 8034 $ 1092 " 108.6 ! 29.53! 5.17! 0.00! 0.00! 0.00# 0.00# 0.03# 3
4 128.2 # 1466 " 4582 $ 913.9 " 105.5 ! 27.83! 4.81! 0.00! 0.00! 0.00# 0.00# 52.07# 4
5 108.5 " 961.1 " 3259 " 779.4 " 102.3 ! 26.20! 4.47! 0.00! 0.00! 0.00# 0.00# 1.79# 5
6 577.1 " 799.6 " 5047 $ 675.8 " 98.93! 24.62! 4.14! 0.00! 0.00! 0.00# 0.00# 0.11# 6
7 266.4 " 910.2 " 4485 $ 604.3 " 95.59! 23.10! 3.82! 0.00! 0.00! 0.00# 0.00# 0.01# 7
8 685.8 " 608.9 "21745 $ 541.2 " 92.32! 21.67! 3.50! 0.00! 0.00! 0.00# 0.00# 0.00# 8
9 115.0 " 1717 $ 5880 $ 479.5 " 89.12! 20.48! 3.18! 0.00! 0.00# 0.00# 0.00# 0.00# 9
10 44.86" 3885 $ 3734 " 435.8 " 85.99! 19.49! 2.88! 0.00! 0.00# 0.00# 0.00# 0.00# 10
11 18.04 5285 $ 5496 $ 390.8 " 82.92! 18.52! 2.60! 0.00! 0.00# 0.00# 0.00# 0.00# 11
12 64.49" 4132 $ 4993 $ 350.3 79.92! 17.59! 2.34! 0.00! 0.00# 0.00# 0.00# 0.00# 12
13 367.1 " 2631 " 2519 " 310.7 76.99! 16.68! 2.09! 0.00! 0.00# 0.00# 0.00# 0.00# 13
14 384.9 " 4328 $ 1811 " 279.7 74.12! 15.80! 1.86! 0.00! 0.00# 0.00# 0.00# 0.00# 14
15 336.0 " 2621 " 1396 " 252.5 71.32! 14.95! 1.64! 0.00! 0.00# 0.00# 0.00# 0.00# 15
16 7214 $ 4626 $ 1121 " 229.3 68.58! 14.18! 1.44! 0.00! 0.00# 0.00# 0.00# 0.00# 16
17 10584 $19313 $ 917.8 " 212.1 65.91! 13.48! 1.25! 0.00! 0.00# 0.00# 0.00# 87.84# 17
18 8353 $15525 $ 784.3 " 205.3 63.30! 12.81! 1.04! 0.00! 0.00# 0.00# 0.00# 17.22" 18
19 2863 " 6081 $ 676.2 " 189.9 60.75! 12.16! 0.85! 0.00! 0.00# 0.00# 0.00# 72.66" 19
20 1397 " 3520 " 605.7 " 173.9 58.26! 11.53! 0.68! 0.00! 0.00# 0.00# 0.00# 22.28" 20
21 786.5 " 3172 " 558.8 " 156.7 " 55.84! 10.92! 0.53! 0.00! 0.00# 0.00# 0.00# 2.94# 21
22 756.1 $ 3557 $ 543.1 " 146.6 " 53.47! 10.33! 0.41! 0.00! 0.00# 0.00# 0.00# 0.34# 22
23 2712 $ 1789 " 566.2 " 142.7 ! 51.15! 9.76! 0.30! 0.00! 0.00# 0.00# 0.00# 0.06# 23
24 3326 $16438 $ 496.2 " 139.5 ! 48.89! 9.21! 0.21! 0.00! 0.00# 0.00# 0.00# 41.49# 24
25 1130 "11017 $ 7252 $ 135.8 ! 46.69! 8.68! 0.14! 0.00! 0.00# 0.00# 0.00# 122.7 " 25
26 768.6 " 5308 $16681 $ 132.2 ! 44.56! 8.16! 0.08! 0.00! 0.00# 0.00# 0.00# 13.58" 26
27 5404 $ 7875 $ 5265 $ 128.7 ! 42.48! 7.68! 0.03! 0.00! 0.00# 0.00# 0.00# 2.08# 27
28 1657 "11061 $ 2881 " 125.2 ! 40.46! 7.22! 0.01! 0.00! 0.00# 0.00# 0.00# 0.41# 28
29 1043 " 2177 $ 121.8 ! 38.50! 6.78! 0.00! 0.00! 0.00# 0.00# 0.00# 5.36# 29
30 22100 $ 4935 $ 118.4 ! 36.60! 6.35! 0.00! 0.00! 0.00# 0.00# 0.00# 0.65# 30
31 8261 $ 4122 $ 34.76! 0.00! 0.00! 0.00# 0.07# 31
Mean 2628 $5428 $5393 $ 428.7 ! 70.99 ! 16.33 ! 1.967! 0.000! 0.000! 0.000# 0.000# 14.82 #
Median 756.1 $4008 $3734 $ 240.9 ! 68.58 ! 14.56 ! 1.445! 0.000! 0.000! 0.000# 0.000# 0.412#
Maximum 22100 $19313 $28687 $ 1997 ! 115.1 ! 32.97! 5.94! 0.00! 0.00! 0.00# 0.00# 122.7 #
Minimum 0.000$ 608.9 $ 496.2 $ 118.4 ! 34.76 ! 6.351! 0.000! 0.000! 0.000! 0.000# 0.000# 0.000#
Total 81454 $151986 $167186 $ 12860 ! 2201 ! 489.9! 61.0! 0.0! 0.0! 0.0# 0.0# 459.4#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1142 ! ! ... Not reviewed / Quality not known
Ann. Median 8.164! " ... Relative Uncertainty +/-10%
Annual Total 416698 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 28687 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1983
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.00# 157.2 " 27.59 15246 $ 196.4 44.63" 22.05 7.61" 4.08" 0.00# 0.00# 0.00# 1
2 563.5 # 119.6 " 24.22 6571 $ 179.8 44.95" 22.97 7.47" 2.59" 0.00# 0.00# 0.00# 2
3 122.4 " 78.22" 8337 $ 4270 $ 164.2 44.26" 22.28 7.06" 1.64" 0.00# 0.00# 0.00# 3
4 30.21" 456.7 "61736 $ 2625 " 151.4 " 44.28" 21.97 6.52" 1.16# 0.00# 0.00# 0.00# 4
5 12.05" 751.3 "20937 $ 1901 " 141.8 " 45.19" 21.20 5.85" 0.96# 0.00# 0.00# 0.00# 5
6 11.36" 249.3 " 3899 $ 1497 " 131.9 " 45.08" 20.31 5.27" 0.87# 0.00# 0.00# 0.00# 6
7 9.14" 2505 $ 2203 " 1246 " 121.4 " 44.53" 19.20 4.96" 0.68# 0.00# 0.00# 0.00# 7
8 4.14" 429.5 " 5708 $ 3095 $ 112.7 " 42.82" 18.16 4.42" 0.51# 0.00# 0.00# 0.00# 8
9 3.02" 286.4 2632 " 3900 $ 105.9 " 40.58" 16.75 3.82" 0.29# 0.00# 0.00# 0.00# 9
10 15.28" 296.6 " 2043 " 2328 " 101.2 " 37.96" 15.58 3.25" 0.14# 0.00# 0.00# 0.00# 10
11 1.97# 205.9 " 1698 " 2396 " 97.35" 35.99" 14.81 2.79" 0.05# 0.00# 0.00# 0.00# 11
12 0.41# 125.5 " 1107 " 1638 " 93.30" 35.77" 14.26 2.45" 0.01# 0.00# 0.00# 0.00# 12
13 0.11# 620.0 " 2792 $ 1500 " 92.03" 35.15" 13.95 2.07" 0.00# 0.00# 0.00# 0.00# 13
14 0.02# 194.4 " 2200 " 963.0 " 90.30" 35.46" 13.97 1.82" 0.00# 0.00# 0.00# 0.00# 14
15 0.00# 255.2 " 1586 " 739.2 " 88.29" 35.49" 14.06 1.39# 0.00# 0.00# 0.00# 0.00# 15
16 0.00# 165.9 "75100 $ 636.8 " 84.03" 35.26" 14.57 0.96# 0.00# 0.00# 0.00# 0.00# 16
17 0.00# 144.3 "20579 $ 592.8 " 79.32" 35.25" 13.91 0.58# 0.00# 0.00# 0.00# 0.00# 17
18 0.00# 150.7 " 6695 $ 508.3 " 73.61" 34.76" 13.16 0.34# 0.00# 0.00# 0.00# 0.00# 18
19 0.00# 232.1 25593 $ 452.3 " 69.68" 33.83" 12.77 0.19# 0.00# 0.00# 0.00# 0.00# 19
20 0.00# 4816 $ 4981 $ 406.2 " 65.99" 31.68" 12.46 0.09# 0.00# 0.00# 0.00# 0.00# 20
21 0.00# 593.7 " 2760 " 366.9 61.68" 29.57" 12.08 0.03# 0.00# 0.00# 0.00# 0.00# 21
22 0.00# 268.6 1844 " 343.0 59.30" 27.33 11.42 0.02# 0.00# 0.00# 0.00# 0.00# 22
23 0.00# 142.5 " 1331 " 322.2 58.21" 25.05 10.47 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 0.00# 87.01" 1116 " 313.9 56.89" 23.49 9.63 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 0.00# 319.1 " 1053 " 314.7 57.11" 22.77 9.08 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 0.00# 475.6 " 764.1 " 311.8 55.73" 21.92 8.60 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 359.6 $ 52.60" 657.6 " 291.9 53.92" 21.52 8.05" 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 8093 $ 34.67" 1020 " 258.2 52.07" 21.79 7.44" 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 2551 $ 3713 $ 231.5 49.61" 22.24 7.25" 858.4 # 0.00# 0.00# 0.00# 0.00# 29
30 350.2 " 26135 $ 212.5 47.29" 22.40 7.40" 24.10" 0.00# 0.00# 0.00# 0.00# 30
31 160.6 " 12586 $ 45.50" 7.42" 6.82" 0.00# 0.00# 31
Mean 396.4 $ 507.6 $9770 $1849 $ 91.55 " 34.03 " 14.10 " 30.91 # 0.432# 0.000# 0.000# 0.000#
Median 0.414$ 240.7 $2632 $ 688.0 $ 84.03 " 35.26 " 13.95 " 2.068# 0.000# 0.000# 0.000# 0.000#
Maximum 8093 $ 4816 $75100 $15246 $ 196.4 " 45.19" 22.97" 858.4 # 4.08# 0.00# 0.00# 0.00#
Minimum 0.000$ 34.67 $ 24.22 $ 212.5 $ 45.50 " 21.52 " 7.249" 0.000# 0.000# 0.000# 0.000# 0.000#
Total 12289 $ 14214 $302857 $ 55479 $ 2838 " 1021 " 437.2" 958.3# 13.0# 0.0# 0.0# 0.0#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1069 $ " ... Relative Uncertainty +/-10%
Ann. Median 12.05 $ # ... Relative Uncertainty +/-15%
Annual Total 390107 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 75100 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1984
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 999.1 $ 1460 & 1709 & 617.8 & 97.45" 43.48" 21.07 10.29 0.00# 0.00# 0.00# 0.57# 1
2 683.9 " 1266 & 1559 & 563.0 & 95.36" 41.81" 20.39 9.93 0.00# 0.00# 0.00# 0.00# 2
3 176.7 " 1119 & 1172 & 532.9 & 92.29" 39.70" 19.92 9.89 0.00# 0.00# 0.00# 0.00# 3
4 76.29" 972.7 & 1004 & 483.8 " 88.09" 37.15" 19.19 9.54 0.00# 0.00# 0.00# 0.00# 4
5 1533 " 876.7 & 860.1 & 436.8 " 84.46" 35.25" 18.35 9.34 0.00# 0.00# 0.00# 0.00# 5
6 439.3 " 777.3 & 756.6 & 405.1 " 80.31" 34.42" 18.22 9.30 0.00# 0.00# 0.00# 0.00# 6
7 360.2 " 728.0 & 879.7 & 369.0 77.17" 33.51" 18.25 8.94 0.00# 0.00# 0.00# 0.00# 7
8 901.2 " 655.6 & 1275 & 336.9 74.71" 34.02" 19.48 8.44 0.00# 0.00# 0.00# 0.00# 8
9 6227 $ 592.8 & 899.9 & 311.3 74.47" 34.57" 20.37 8.34 0.00# 0.00# 0.00# 0.00# 9
10 8919 $ 546.4 & 730.5 & 286.1 71.74" 34.99" 21.21 8.09 0.00# 0.00# 0.00# 251.4 # 10
11 15612 ! 482.2 & 632.7 & 270.6 71.64" 34.99" 20.87 7.90" 0.00# 0.00# 0.00# 34.86" 11
12 13930 $ 451.9 & 848.2 & 256.0 72.03" 35.08" 20.85 7.66" 0.00# 0.00# 0.00# 8.10" 12
13 2827 " 399.3 & 1704 & 246.1 73.06" 34.31" 20.83 7.23" 0.00# 0.00# 0.00# 3.89" 13
14 1475 " 366.0 & 5263 & 239.0 73.41" 32.10" 20.81 6.76" 0.00# 0.00# 0.00# 2.47" 14
15 931.7 " 347.0 & 2759 & 226.3 69.94" 31.37" 20.68 6.43" 0.00# 0.00# 0.00# 1.60# 15
16 650.2 " 849.7 & 3121 & 212.3 66.56" 31.22" 20.78 5.99" 0.00# 0.00# 0.00# 0.85# 16
17 4332 $ 960.1 & 2402 & 198.6 64.84" 30.12" 19.88 5.61" 0.00# 0.00# 0.00# 0.35# 17
18 1669 " 1017 & 5760 & 185.8 62.95" 28.68 19.41 4.81" 0.00# 0.00# 0.00# 0.07# 18
19 3998 & 1362 & 2667 & 173.5 62.38" 27.53 19.66 4.29" 0.00# 0.00# 0.00# 0.00# 19
20 5850 & 1463 & 1049 & 163.9 59.71" 27.47 19.49 3.82" 0.00# 0.00# 0.00# 191.3 # 20
21 9361 & 1443 & 7636 & 155.8 57.47" 26.53 19.12 2.82" 0.00# 0.00# 0.00# 2668 $ 21
22 2627 & 1349 & 4224 & 150.1 " 57.01" 25.25 17.75 1.94" 0.00# 0.00# 0.00# 932.4 " 22
23 1071 & 1161 &13443 & 142.8 " 57.09" 24.46 16.40 1.21# 0.00# 0.00# 0.00# 279.9 " 23
24 972.3 & 1109 & 4600 & 136.3 " 54.41" 25.37 14.94 0.67# 0.00# 0.00# 0.00# 146.1 " 24
25 1452 & 1077 & 3172 & 129.2 " 51.20" 27.31 13.71 0.34# 0.00# 0.00# 0.00# 78.26" 25
26 1752 & 1090 & 2389 & 122.0 " 48.83" 27.47 12.97 0.22# 0.00# 0.00# 0.00# 47.63" 26
27 5521 & 1138 & 1718 & 113.5 " 46.45" 27.47 12.43 0.06# 0.00# 0.00# 0.00# 36.09" 27
28 1962 & 1064 & 1233 & 107.2 " 45.32" 26.15 12.11 0.00# 0.00# 0.00# 0.00# 30.77" 28
29 4339 & 1125 & 974.2 & 103.3 " 45.07" 24.32 11.70 0.00# 0.00# 0.00# 0.29# 14.59 29
30 3869 & 801.3 & 99.34" 44.81" 22.87 11.20 0.00# 0.00# 0.00# 4.03" 10.96 30
31 1886 & 701.5 & 45.26" 10.63 0.00# 0.00# 7.98" 31
Mean 3432 ! 939.6 &2514 & 259.1 & 66.63 " 31.30 " 17.83 5.158# 0.000# 0.000# 0.144# 153.2 $
Median 1752 !1017 &1559 & 219.3 & 66.56 " 31.29 " 19.41 5.993# 0.000# 0.000# 0.000# 3.886$
Maximum 15612 ! 1463 &13443 & 617.8 & 97.45" 43.48" 21.21 10.29# 0.00# 0.00# 4.03# 2668 $
Minimum 76.29 ! 347.0 & 632.7 & 99.34 & 44.81 " 22.87 " 10.63 0.000# 0.000# 0.000# 0.000# 0.000$
Total 106403 ! 27249 & 77945 & 7774 & 2065 " 939.0" 552.7 159.9# 0.0# 0.0# 4.3# 4748 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 622.5 ! ! ... Not reviewed / Quality not known
Ann. Median 27.47 ! " ... Relative Uncertainty +/-10%
Annual Total 227841 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 15612 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1985
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.722"2118 " 186.4 " 24.57 1.094# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 5.135"3406 $ 123.0 " 19.12 0.480# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 3.470" 553.8 " 419.1 " 15.71 0.143# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 2.500" 401.2 " 119.2 " 12.79 0.011# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 2.125"1634 " 70.48 " 10.54 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 1.590"1802 " 54.29 " 8.802 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 1.039#1415 " 43.49 " 8.002" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 0.438# 470.3 " 35.71 " 6.826" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 0.172# 946.5 " 38.05 " 5.646" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 0.038#1160 " 139.4 " 4.475" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 0.004# 627.4 " 158.4 " 3.693" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 0.000# 350.3 " 87.87 " 3.148" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 0.000# 335.2 " 56.06 " 2.358" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 0.000#1275 " 40.97 " 1.567# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 0.000# 703.7 " 31.24 " 0.772# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15
16 13.71 # 464.7 " 23.45 0.373# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 16
17 23.92 " 757.0 " 36.64 " 0.111# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17
18 21.11 " 522.1 " 262.2 " 0.008# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 365.9 " 231.0 233.1 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19
20 146.3 " 156.7 " 310.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 20
21 48.04 " 120.8 " 412.8 " 45.80 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21
22 18.76 93.03 " 834.9 " 94.10 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 22
23 10.87 " 71.76 " 599.7 " 30.05 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23
24 5.944" 57.94 " 234.0 12.87 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 24
25 18.22 " 49.17 " 136.1 " 7.877" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 25
26 318.4 " 186.7 " 90.68 " 5.851" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 26
27 416.5 " 583.3 " 65.11 " 4.452" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 27
28 185.0 " 391.5 " 51.10 " 3.386" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 28
29 336.8 " 41.19 " 2.553" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29
30 161.5 " 34.60 " 1.795" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 30
31 1922 " 29.59 " 0.000# 0.000# 0.000# 0.000# 59.91 # 31
Mean 130.2 # 745.9 $ 161.3 " 11.24 # 0.056# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.933#
Median 6.722# 496.2 $ 87.87 " 5.061# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 1922 #3406 $ 834.9 " 94.10 # 1.094# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 59.91 #
Minimum 0.000# 49.17 $ 23.45 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 4036 #20885 $ 4999 " 337.3 # 1.73# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 59.91#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 83.07 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 30319 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 3406 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1986
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 218.7 " 1243 ! 963.7 " 55.27! 4.34" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 58.39" 763.9 ! 1254 " 47.86" 3.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 53.44" 581.9 ! 842.8 " 45.09" 3.29" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 56.11" 483.2 ! 628.4 " 42.42" 2.81" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 161.9 " 397.1 " 1153 " 39.84" 2.45" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 55.74" 350.5 " 701.3 " 37.36" 1.94" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 18.80 337.5 536.1 " 34.97" 1.63" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 26.95" 254.5 494.2 " 32.68" 1.35# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 61.78" 399.5 " 387.9 " 30.46" 0.92# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 32.99" 287.8 285.9 28.28" 0.66# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 16.27" 230.1 231.5 86.47! 0.44# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 188.7 " 249.0 " 193.5 20.26! 0.28# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 25.42" 1093 " 168.3 20.20" 0.17# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 15.67" 576.3 " 145.3 " 19.68" 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 360.2 " 469.7 " 125.3 " 19.18" 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 2586 $ 957.1 $ 109.8 " 18.68" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 514.5 " 9259 $ 105.4 " 17.42" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 215.2 " 5182 $ 97.77" 15.53 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 104.7 " 2002 " 86.59" 13.59 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 63565 $ 2445 " 76.70" 12.50 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 58955 $ 2839 " 67.51" 11.83 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 31247 $ 1774 " 59.02" 10.87 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 14059 $ 1488 " 51.17" 9.80 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 5995 $ 1503 " 43.96" 8.81 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 3411 ! 1580 " 37.39" 7.92" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 2090 ! 947.9 " 31.41" 7.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 1582 ! 708.3 " 25.93" 6.19" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 2575 ! 580.9 " 21.31" 5.45" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 2483 ! 17.80" 4.81" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 2227 ! 37.21! 4.59" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 30
31 3487 ! 69.18! 0.00# 0.00# 0.00# 0.00# 0.00# 31
Mean 6337 !1392 ! 291.9 ! 23.84 ! 0.784# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Median 218.7 ! 736.1 ! 109.8 ! 18.93 ! 0.004# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 63565 ! 9259 ! 1254 ! 86.47! 4.34# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#
Minimum 15.67 ! 230.1 ! 17.80 ! 4.593! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 196448 ! 38984 ! 9050 ! 715.3! 24.3# 0.0# 0.0# 0.0# 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 671.8 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 245221 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 63565 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1987
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.00# 892.0 " 800.8 " 8.31" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 0.00# 844.0 " 596.4 " 5.47" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 0.00# 449.0 " 456.9 " 4.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 964.1 # 258.7 361.7 " 3.26" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 41.50" 177.0 " 289.2 2.34" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 1623 " 124.0 " 240.5 1.64" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 170.5 " 87.42" 209.9 1.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 178.1 " 62.81" 176.9 0.57# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 131.7 " 4725 $ 139.5 " 0.35# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 100.6 " 9556 $ 111.1 " 0.20# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 180.0 " 1863 " 88.13" 0.06# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 138.0 " 1213 " 67.85" 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 51.06" 974.5 " 55.32" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 2512 $ 1344 " 49.27" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 3017 $ 1076 " 40.38" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 3352 $ 5175 $ 32.87" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 1390 " 4872 $ 26.21 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 578.8 " 1267 " 21.15 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 352.2 " 745.7 " 16.93 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 223.0 557.5 " 18.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 130.3 " 1470 " 20.11" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 459.2 # 21
22 81.82" 1237 " 152.7 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 802.3 " 22
23 57.66" 2878 " 18.06" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#76605 $ 23
24 44.69" 1255 " 31.96" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#30617 $ 24
25 35.53" 1170 " 26.88" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5414 $ 25
26 25.75 2043 " 10.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1831 " 26
27 17.62 1375 " 6.08" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1003 " 27
28 13.57 983.6 " 11.61" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 665.5 " 28
29 164.9 " 10.08 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 481.7 " 29
30 2096 " 11.07 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 351.2 " 30
31 1668 " 13.66 0.00# 0.00# 0.00# 0.00# 254.1 31
Mean 623.9 $1738 $ 132.7 " 0.920# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3822 $
Median 138.0 $1192 $ 40.38 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Maximum 3352 $ 9556 $ 800.8 " 8.31# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#76605 $
Minimum 0.000$ 62.81 $ 6.078" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 19340 $ 48676 $ 4112 " 27.6# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0#118484 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 522.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 190640 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 76605 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1988
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 186.1 100.8 " 2.330# 912.4 " 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 136.7 " 569.1 " 2.113# 619.1 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 103.3 " 566.7 " 0.751# 442.2 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 80.69 "1983 " 0.536# 302.9 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 65.92 " 530.8 " 0.387# 238.1 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 331.7 "2327 $ 0.255# 887.3 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 386.0 "1236 " 0.181#1487 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 452.3 "1222 " 16.50 # 392.6 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 199.2 " 575.8 " 41.46 " 223.5 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 122.4 " 337.4 " 16.86 " 159.4 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 2730 $ 215.3 13.04 " 116.4 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 607.4 " 159.6 " 21.06 " 90.19 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 64.40 # 12
13 1471 " 132.7 " 3.805" 68.94 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#2261 " 13
14 627.1 " 88.36 " 0.849# 52.05 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 640.5 " 14
15 1401 " 66.13 " 0.360# 42.32 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 973.9 " 15
16 484.9 " 51.93 " 0.285# 34.29 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#2160 $ 16
17 234.5 41.95 " 0.245# 26.32 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4438 $ 17
18 485.1 " 30.68 " 0.235# 19.78 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 832.9 " 18
19 171.3 " 21.19 0.238# 15.74 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 346.5 " 19
20 116.5 " 15.52 0.216# 11.86 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 147.9 " 20
21 86.86 " 11.28 0.113# 8.853" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 75.14 " 21
22 296.0 " 7.600" 0.039# 6.638" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 44.49 " 22
23 103.1 " 6.511" 0.006# 5.121" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23.82 " 23
24 65.28 " 18.38 0.053# 3.822" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 272.5 " 24
25 79.86 " 9.196" 86.32 " 2.494" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4278 $ 25
26 229.1 " 4.744" 573.5 " 1.345# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3224 $ 26
27 326.4 " 2.902"1541 " 0.412# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1074 " 27
28 252.2 " 1.529#1155 " 0.119# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 607.4 " 28
29 116.5 " 0.888# 885.6 " 0.033# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 445.6 " 29
30 76.67 " 1996 " 0.010# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4993 $ 30
31 53.34 " 1748 " 0.000# 0.000# 0.000# 0.000# 1383 " 31
Mean 389.6 $ 356.4 $ 261.5 # 205.7 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 912.5 $
Median 199.2 $ 66.13 $ 0.849# 38.30 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 147.9 $
Maximum 2730 $2327 $1996 #1487 # 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4993 $
Minimum 53.34 $ 0.888$ 0.006# 0.010# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 12078 $10335 $ 8107 # 6171 # 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#28286 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 177.5 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 64977 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 4993 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1989
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 637.5 " 364.6 " 63.18" 2385 " 34.09" 3.69" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 405.2 " 215.7 " 91.68" 1614 " 32.54" 3.59" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 256.2 84.74" 197.9 " 1162 " 32.78" 3.44" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 170.0 " 40.24" 326.5 " 880.7 " 37.26" 3.06" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 115.4 " 21.05 176.7 " 697.7 " 37.45" 2.50" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 78.25" 10.70" 171.1 " 579.7 " 35.08" 2.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 57.92" 2788 $ 94.67" 487.5 " 32.57" 1.94" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 7
8 113.3 " 396.4 " 55.06" 403.1 " 29.88" 1.53" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 8
9 142.5 " 392.1 " 633.4 " 340.5 27.40 1.30# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 9
10 128.9 " 163.7 " 1475 " 291.5 24.38 1.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 10
11 133.1 " 148.9 " 969.2 " 253.3 22.05 0.58# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 11
12 145.5 " 66.89" 1471 " 222.2 22.45 0.24# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 12
13 116.3 " 67.57" 1545 " 193.9 21.22 0.08# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 13
14 67.69" 45.10" 1027 " 166.7 " 18.66 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 14
15 52.87" 29.24" 724.1 " 139.7 " 16.78 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 15
16 36.88" 33.23" 911.4 " 120.8 " 15.10 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 16
17 25.91" 23.67 3066 $ 108.1 " 13.40 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 17
18 16.54 16.57 3949 $ 101.8 " 11.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 18
19 10.65" 316.1 " 2724 " 94.93" 10.21 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 19
20 6.75" 626.6 " 1149 " 88.81" 8.97 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 20
21 5.17" 603.9 " 3384 $ 82.76" 8.13" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4.85& 21
22 3.34" 373.9 "35185 $ 75.77" 7.40" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.04& 22
23 1.86# 283.6 " 9195 $ 66.31" 6.57" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 23
24 0.87# 426.0 " 7687 $ 62.03" 5.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 24
25 0.55# 376.3 " 7919 $ 57.59" 5.43" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 25
26 0.33# 218.4 5130 $ 53.40" 5.08" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 26
27 0.20# 133.3 " 5175 $ 48.34" 4.66" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4.78& 27
28 0.06# 86.62"17568 $ 45.27" 4.36" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2.59& 28
29 0.04# 32478 $ 41.71" 3.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.09& 29
30 0.02# 7659 $ 36.42" 3.77" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13.69& 30
31 169.3 # 3792 $ 3.72" 0.00# 0.00# 0.00# 0.40& 31
Mean 93.52 # 298.3 $5032 $ 363.4 " 17.50 " 0.842# 0.000# 0.000# 0.000# 0.000# 0.000# 0.853&
Median 52.87 # 156.3 $1475 $ 130.3 " 15.10 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000&
Maximum 637.5 # 2788 $35185 $ 2385 " 37.45" 3.69# 0.00# 0.00# 0.00# 0.00# 0.00# 13.69&
Minimum 0.017# 10.70 $ 55.06 $ 36.42 " 3.716" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000&
Total 2899 # 8354 $155996 $ 10903 " 542.6" 25.2# 0.0# 0.0# 0.0# 0.0# 0.0# 26.4&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 489.7 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 178746 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 35185 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1990
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000&1012 & 231.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6.331# 1
2 3.838& 726.6 & 98.41 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 44.19 " 2
3 1.123& 435.7 & 51.94 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1327 $ 3
4 0.370& 148.3 & 30.32 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21.63 " 4
5 615.4 & 80.37 & 17.89 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.028" 5
6 176.2 & 47.94 & 50.66 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.331# 6
7 23.59 & 33.00 & 206.7 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.168# 7
8 5.467& 21.00 & 75.21 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.015# 8
9 0.578& 13.51 30.74 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 444.6 # 9
10 0.000& 8.010" 255.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#8408 $ 10
11 2.001& 4.731" 375.3 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 718.8 " 11
12 59.22 & 2.586" 51.13 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 140.1 " 12
13 21.85 & 1.078# 32.88 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 60.44 " 13
14 9.196& 109.5 # 14.43 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29.67 " 14
15 2.732& 97.88 " 6.652" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13.57 15
16 0.041& 23.72 " 3.312" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7.512" 16
17 8.916& 325.8 "2777 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4.674" 17
18 1.839& 96.80 " 298.9 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3.526" 18
19 14.49 & 281.9 " 117.3 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2.923" 19
20 3.252&2023 " 58.15 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2.438" 20
21 20.54 & 218.2 " 32.99 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 50.95 # 268.5 " 21
22 46.03 & 66.56 " 19.03 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1958 $ 179.2 " 22
23 11.54 & 32.67 " 11.11 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21.13 " 46.65 " 23
24 1.044& 16.97 6.669" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.852# 187.7 " 24
25 5.238& 9.818" 4.222" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.036# 141.2 " 25
26 29.59 & 61.28 " 2.421" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1213 " 26
27 2.433& 43.76 " 1.095# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 162.2 " 27
28 1.349&1050 " 0.258# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 465.2 " 28
29 212.7 & 0.062# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.233# 173.5 " 29
30 946.9 & 0.011# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3.374# 48.43 " 30
31 405.6 & 0.001# 0.000# 0.000# 0.000# 0.000# 27.07 " 31
Mean 84.94 & 249.7 & 156.8 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 67.87 $ 456.6 $
Median 5.467& 63.92 & 30.74 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 46.65 $
Maximum 946.9 &2023 &2777 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1958 $8408 $
Minimum 0.000& 1.078& 0.001$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.015$
Total 2633 & 6992 & 4861 $ 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2036 $14154 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 84.04 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 30676 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 8408 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1991
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 13.75 27963 $ 2542 " 135.5 ! 9.48! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 262.8 " 4772 $ 1762 " 108.2 ! 8.77! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 19.67"14472 $ 1285 " 87.10! 7.67" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 21.63" 3266 " 1011 " 68.52! 6.63" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 2179 " 1875 " 975.8 " 56.20! 5.81" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 750.7 " 7125 $ 907.7 " 48.15! 5.33" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 139.9 " 6081 $ 958.4 " 40.28! 4.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 67.40" 1777 " 1031 " 34.21! 4.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 43.12" 1191 " 626.7 " 29.69! 3.67" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 27.36" 2707 " 502.0 " 26.86! 2.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 16.78 13384 $ 418.3 " 24.12! 2.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 5176 $ 4391 $ 348.3 21.43! 1.41# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 465.6 " 5599 $ 289.8 20.10! 0.75# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 147.7 " 4000 $ 246.6 18.87! 0.31# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 540.2 " 2841 " 217.9 18.08! 0.16# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 265.4 " 3052 " 194.4 17.57! 0.10# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 2496 $ 2878 " 170.4 17.31! 0.06# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 1797 " 3133 $ 151.6 " 17.21! 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 2340 $ 1597 " 136.5 " 17.31! 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 1972 " 1875 " 134.0 " 17.30! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 1562 "62059 $ 162.6 " 16.92! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 2021 "39048 $ 142.6 " 16.15! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 671.4 "14034 $ 120.3 " 15.37! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 11435 $18821 $ 99.50" 14.48! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 10494 $ 5871 $ 83.22" 13.47! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 35469 $ 4830 $ 71.70" 12.49! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 11378 $ 5517 $ 157.7 " 11.86! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 22130 $ 2798 " 1070 " 11.27! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 7266 $ 642.7 " 10.46! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 8072 $ 339.9 " 9.88! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 30
31 5866 $ 178.2 " 0.00# 0.00# 0.00# 0.00# 0.00# 31
Mean 4358 $9534 $ 547.6 " 31.88 ! 2.075! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Median 1562 $4581 $ 289.8 " 17.83 ! 0.097! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 35469 $62059 $ 2542 " 135.5 ! 9.48! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#
Minimum 13.75 $1191 $ 71.70 " 9.876! 0.000! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 135107 $266957 $ 16977 " 956.3! 64.3! 0.0# 0.0# 0.0# 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 1151 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 420062 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 62059 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1992
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000# 699.0 ! 1.095# 0.247# 6.285" 0.328# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 0.000# 520.3 ! 2.730# 0.236# 3.957" 0.152# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 0.000#1028 ! 0.174# 0.179# 2.355" 0.080# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 0.000#1535 ! 0.025# 0.099# 0.992# 0.038# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 0.000# 608.9 ! 0.001# 0.050# 0.332# 0.016# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 0.000# 297.7 ! 0.000# 0.017# 0.171# 0.003# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 0.000# 194.9 ! 207.4 # 0.001# 0.072# 0.002# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 0.000# 148.1 ! 48.67 " 0.000# 0.034# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 0.000# 126.0 ! 12.41 " 0.000# 0.034# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 0.000# 131.1 !9098 $ 0.000# 0.028# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 0.000# 85.32 !1061 " 0.000# 0.016# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 8.519! 45.09 ! 574.2 " 0.000# 0.006# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 1.259! 22.04 ! 708.5 " 0.000# 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 0.000! 14.52 ! 182.9 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 0.000! 32.97 ! 84.04 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15
16 0.000! 163.5 ! 49.80 " 0.174# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 16
17 0.000! 51.77 ! 65.09 " 4.855" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17
18 21.39 ! 21.25 ! 27.32 " 2.029# 819.2 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 31.96 ! 13.02 ! 13.32 0.214#2765 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19
20 5.218! 8.307! 8.148" 0.023# 312.5 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 20
21 242.3 ! 4.395" 5.741"1107 # 134.9 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21
22 387.3 ! 13.81 " 4.287" 637.5 " 275.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 22
23 107.1 ! 76.32 " 2.807" 36.56 " 97.62 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23
24 1271 ! 11.51 1.797#2089 $ 44.28 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 24
25 1548 ! 6.736" 0.900# 536.0 " 27.08 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 25
26 645.4 ! 2.421# 0.594# 104.0 " 16.35 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 26
27 2985 ! 0.403# 0.389# 47.67 " 9.787" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 27
28 4835 ! 0.068# 0.297# 28.59 " 5.901" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 28
29 1960 ! 0.008# 0.247# 17.97 3.543" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29
30 2652 ! 0.247# 10.60 " 1.951" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 30
31 1220 ! 0.247# 0.882# 0.000# 0.000# 0.000# 0.000# 31
Mean 578.1 ! 202.1 ! 392.3 $ 154.1 $ 146.1 $ 0.021# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Median 1.259! 45.09 ! 4.287$ 0.197$ 1.951$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 4835 !1535 !9098 $2089 $2765 $ 0.328# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Minimum 0.000! 0.008! 0.000$ 0.000$ 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 17922 ! 5862 !12162 $ 4623 $ 4529 $ 0.62# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 123.2 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 45099 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 9098 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1993
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.0# 26604 $ 1648 " 104.4" 5.1" 0.1# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 1
2 0.0# 10762 $ 1245 " 81.3" 4.6" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 2
3 0.0# 19464 $ 973.2" 68.4" 4.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 3
4 11.6# 24151 $ 804.7" 61.0" 4.0" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 4
5 308.1" 3577 $ 687.4" 55.4" 3.7" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 5
6 1.0# 1881 " 596.9" 50.9" 3.6" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 6
7 7502 $ 1158 " 530.1" 47.8" 3.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 7
8 331.7" 19322 $ 512.7" 44.5" 3.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 8
9 66.8" 3872 $ 471.1" 41.3" 3.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 9
10 24.8" 1761 " 375.5" 38.3" 3.2" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 10
11 8.5" 1125 " 314.9 35.3" 3.1" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 11
12 3.2" 1881 " 270.0 32.7" 2.7" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 12
13 0.8# 1270 " 236.2 30.2" 2.2" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.2# 13
14 0.3# 726.1" 229.9 27.9 2.1" 0.1# 0.0# 0.0# 0.0# 0.0# 0.0# 78.4# 14
15 0.2# 2979 $ 215.2 25.3 2.0" 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 842.8" 15
16 0.0# 3438 $ 201.6 23.5 1.7" 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 422.2" 16
17 0.0# 16472 $ 171.3 21.7 1.5" 0.1# 0.0# 0.0# 0.0# 0.0# 0.0# 56.1" 17
18 1895 $ 6109 $ 163.7" 19.8 1.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 10.0" 18
19 190.4" 18638 $ 154.1" 18.2 1.3# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 2.4# 19
20 5029 $ 54052 $ 124.8" 16.0 1.2# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.6# 20
21 688.8" 27593 $ 110.5" 14.3 1.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.1# 21
22 413.7" 93747 $ 97.9" 12.7 1.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 22
23 591.9"120228 $ 103.7" 11.1 1.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 23
24 360.1" 10687 $ 150.9" 10.1 0.9# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 24
25 110.5" 5446 $ 165.2" 8.9 0.8# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 25
26 92.5" 3741 200.2" 7.9" 0.7# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 1243 # 26
27 112.3" 3491 $ 417.5" 7.0" 0.5# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 186.9" 27
28 1148 " 2177 " 271.3 6.3" 0.4# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 33.5" 28
29 1540 " 177.2" 6.0" 0.3# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 11.0" 29
30 6380 $ 175.8" 5.6" 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 4.1" 30
31 6845 $ 171.8" 0.1# 0.0# 0.0# 0.0# 1.4# 31
Mean 1086 $17370 $ 386.1 " 31.13" 2.08# 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 93.32#
Median 110.5 $4659 $ 229.9 " 24.41 " 1.679# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.018#
Maximum 7502 $120228 $ 1648 " 104.4" 5.1# 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 1243 #
Minimum 0.000$ 726.1 $ 97.91 " 5.583" 0.115# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 33657 $486352 $ 11968 " 933.9" 64.4# 0.7# 0.0# 0.0# 0.0# 0.0# 0.0# 2893 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1468 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 535869 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 120228 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 1994
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.44# 101.3 " 7129 $ 0.75# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 0.13# 103.7 "19370 $ 0.47# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 0.03# 124.2 " 4104 $ 0.31# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 0.01# 50.71" 3179 " 0.22# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 55.92# 4
5 0.00# 32.58" 1958 " 0.16# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 199.6 " 5
6 310.3 # 21.44" 1203 " 0.10# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 488.1 " 6
7 84.97" 514.9 " 826.8 " 0.06# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 848.9 " 7
8 28.99" 135.3 " 603.9 " 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 100.8 " 8
9 25.43" 100.1 " 453.1 " 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 480.4 " 9
10 132.0 " 139.6 " 343.3 0.04# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 152.4 " 10
11 102.8 " 912.4 " 263.9 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1279 $ 11
12 39.92" 88.14" 196.6 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1465 " 12
13 17.11" 45.97" 149.0 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 465.3 " 13
14 710.4 " 43.72" 113.7 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2767 $ 14
15 198.3 " 31.78" 84.15" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1359 " 15
16 140.2 " 49.59" 64.26" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6825 $ 16
17 994.2 " 1228 " 51.40" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1443 " 17
18 241.0 " 1145 " 41.55" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 584.4 " 18
19 3316 $ 1262 " 33.40" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 419.1 " 19
20 1928 $ 762.5 " 26.75 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 167.8 " 20
21 339.1 " 432.1 " 21.01 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 86.95" 21
22 630.8 " 357.3 " 16.65 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 53.90" 22
23 143.5 " 392.1 " 13.46 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 37.27" 23
24 64.73" 277.0 10.20 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26.21" 24
25 39.27" 174.8 " 7.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28.69" 25
26 25.02" 139.6 " 6.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2098 $ 26
27 15.15 154.8 " 5.00" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 145.3 " 27
28 5619 $ 111.5 " 4.16" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 58.02" 28
29 971.6 " 3.27" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 58.63" 29
30 293.5 " 2.26" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 35.25" 30
31 165.4 " 1.42# 0.00# 0.00# 0.00# 0.00# 21.13 31
Mean 534.7 $ 319.0 "1300 $ 0.074# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 701.6 $
Median 132.0 $ 137.5 " 64.26 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 152.4 $
Maximum 5619 $ 1262 "19370 $ 0.75# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6825 $
Minimum 0.002$ 21.44 " 1.420$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 16576 $ 8932 "40287 $ 2.22# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#21750 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 239.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 87548 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 19370 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 13.24 2685 "16934 $ 140.2 " 179.4 49.47" 25.74 2.97" 0.00# 0.00# 0.00# 0.00# 1
2 112.8 $ 2014 " 7888 $ 129.8 " 170.0 48.79" 24.57 2.82" 0.00# 0.00# 0.00# 0.00# 2
3 2921 $ 5916 $ 6799 $ 121.3 " 158.5 " 47.82" 23.55 2.39" 0.00# 0.00# 0.00# 0.00# 3
4 576.3 " 3147 $ 5618 $ 113.6 " 145.1 " 47.29" 21.78 1.85" 0.00# 0.00# 0.00# 0.00# 4
5 211.4 " 2235 $33976 $ 107.7 " 133.1 " 45.83" 21.62 1.30# 0.00# 0.00# 0.00# 0.00# 5
6 78.84"12104 $24640 $ 102.2 " 127.2 " 44.65" 21.44 0.64# 0.00# 0.00# 0.00# 0.00# 6
7 40.99"10127 $ 5429 $ 101.8 " 124.2 " 43.93" 20.98 0.32# 0.00# 0.00# 0.00# 86.91# 7
8 450.5 "12998 $ 6303 $ 192.8 " 119.7 " 43.26" 20.89 0.17# 0.00# 0.00# 0.00# 23.21! 8
9 907.9 " 5268 $ 3066 " 9171 $ 114.9 " 42.31" 20.82 0.05# 0.00# 0.00# 0.00# 1.19! 9
10 371.9 " 9021 $ 2093 " 3802 $ 111.2 " 41.88" 20.81 0.01# 0.00# 0.00# 0.00# 0.00! 10
11 3669 $ 3071 " 1614 " 2743 $ 106.2 " 41.38" 20.76 0.00# 0.00# 0.00# 0.00# 0.01! 11
12 467.7 " 7495 $ 1270 " 3588 $ 99.90" 40.38" 20.34 0.00# 0.00# 0.00# 0.00# 0.26! 12
13 206.0 " 8806 $ 1017 " 3612 $ 95.73" 39.32" 19.38 0.00# 0.00# 0.00# 0.00# 2.22! 13
14 1913 " 9106 $ 839.1 " 2650 " 90.53" 38.29" 18.70 0.00# 0.00# 0.00# 0.00# 6.62! 14
15 2416 " 5528 $ 709.6 " 1837 " 85.98" 36.45" 18.35 0.00# 0.00# 0.00# 0.00# 7.06! 15
16 4197 $ 2826 $ 617.6 " 1282 " 81.41" 35.50" 17.26 0.00# 0.00# 0.00# 0.00# 11.94! 16
17 47655 $ 3382 " 543.7 " 976.5 " 78.11" 35.13" 15.97 0.00# 0.00# 0.00# 0.00# 12.58! 17
18 11550 $ 2475 " 486.2 " 806.6 " 141.2 " 33.27" 14.91 0.00# 0.00# 0.00# 0.00# 9.55! 18
19 3909 $ 2107 " 466.7 " 716.9 " 114.4 " 31.32" 14.06 0.00# 0.00# 0.00# 0.00# 8.85! 19
20 2962 $ 1811 " 695.8 " 604.0 " 91.57" 30.06" 12.97 0.00# 0.00# 0.00# 0.00# 7.46! 20
21 1271 " 1663 " 531.2 " 509.9 " 79.95" 29.03 11.54 0.00# 0.00# 0.00# 0.00# 6.57! 21
22 863.8 " 1337 " 435.7 " 433.4 " 71.19" 28.57 9.90 0.00# 0.00# 0.00# 0.00# 6.44! 22
23 2244 " 3023 " 405.6 " 378.1 " 65.41" 28.56 8.24" 0.00# 0.00# 0.00# 0.00# 5.76! 23
24 1015 " 2651 $ 344.4 336.4 62.20" 28.46 7.36" 0.00# 0.00# 0.00# 0.00# 5.02! 24
25 574.4 " 3167 $ 296.4 300.3 59.94" 28.35 6.75" 0.00# 0.00# 0.00# 0.00# 4.57! 25
26 614.6 " 3769 $ 258.6 270.1 58.64" 28.30 5.79" 0.00# 0.00# 0.00# 0.00# 3.95! 26
27 4078 $15140 $ 227.1 244.3 58.16" 28.30 5.03" 0.00# 0.00# 0.00# 0.00# 3.32! 27
28 1559 $ 5067 $ 202.1 221.5 56.70" 28.30 4.52" 0.00# 0.00# 0.00# 0.00# 2.47! 28
29 40240 $ 181.7 201.7 54.38" 28.30 4.27" 0.00# 0.00# 0.00# 0.00# 1.95! 29
30 30439 $ 164.9 189.0 52.62" 27.64 3.92" 0.00# 0.00# 0.00# 0.00# 1.51! 30
31 4470 $ 151.2 " 51.02" 3.30" 0.00# 0.00# 177.5 ! 31
Mean 5548 $5283 $4007 $1196 $ 98.02 " 36.67 " 15.02 " 0.404# 0.000# 0.000# 0.000# 12.80 !
Median 1271 $3275 $ 695.8 $ 357.2 $ 91.57 " 35.97 " 17.26 " 0.000# 0.000# 0.000# 0.000# 3.954!
Maximum 47655 $15140 $33976 $ 9171 $ 179.4 " 49.47" 25.74" 2.97# 0.00# 0.00# 0.00# 177.5 !
Minimum 13.24 $1337 $ 151.2 $ 101.8 $ 51.02 " 27.64 " 3.295" 0.000# 0.000# 0.000# 0.000# 0.000!
Total 171999 $147938 $124205 $ 35883 $ 3039 " 1100 " 465.5" 12.5# 0.0# 0.0# 0.0# 396.9!
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1329 ! ! ... Not reviewed / Quality not known
Ann. Median 25.74 ! " ... Relative Uncertainty +/-10%
Annual Total 485038 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 47655 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 147.0 ! 305.0 ! 646.8 ! 26.30 16.67 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 128.6 ! 701.0 ! 487.2 ! 22.63 13.93 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 120.1 ! 544.6 ! 401.0 ! 19.55 11.66 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 116.6 ! 409.5 ! 349.4 ! 16.89 9.255 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 108.2 ! 524.1 ! 396.6 ! 14.18 7.551" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 102.6 ! 913.2 !2976 ! 12.27 5.893" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 92.69 ! 538.4 !2771 ! 10.72 4.807" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 85.48 ! 386.0 !4754 ! 12.25 " 4.025" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 74.15 ! 690.8 !4013 $ 88.94 " 3.252" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 65.00 !1147 !6059 $ 180.5 " 2.758" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 56.69 ! 842.8 !3602 $ 993.9 " 2.276" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 47.52 ! 620.3 !1719 " 361.5 " 1.743" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 95.33 ! 481.1 !1052 " 176.6 " 1.124# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 133.7 ! 394.5 ! 715.8 " 117.2 " 0.540# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 128.4 ! 343.4 ! 528.7 " 91.52 " 0.120# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 64.56 # 15
16 123.8 ! 295.2 ! 425.5 "1903 " 0.010# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.058" 16
17 117.7 ! 255.2 ! 522.5 " 988.7 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.629# 17
18 111.3 ! 230.6 ! 427.1 " 468.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 103.9 ! 210.3 ! 270.4 280.0 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 551.4 # 19
20 93.16 ! 196.5 ! 239.4 189.8 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 569.8 " 20
21 85.51 ! 183.1 ! 170.3 " 139.1 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 214.0 " 21
22 80.68 ! 163.6 ! 130.0 " 103.4 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 76.85 " 22
23 2209 ! 145.1 ! 102.1 " 77.88 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 38.24 " 23
24 1263 ! 161.4 ! 82.05 " 61.42 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19.14 24
25 705.9 !1594 ! 68.10 " 49.95 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7.202" 25
26 474.5 !1027 ! 57.42 " 41.35 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 61.93 " 26
27 356.8 ! 736.1 ! 49.62 " 35.05 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3193 $ 27
28 285.8 ! 829.8 ! 43.22 " 29.07 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 396.5 " 28
29 242.3 ! 936.5 ! 37.89 " 23.91 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 171.8 " 29
30 220.7 ! 33.70 " 19.74 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 619.1 " 30
31 247.4 ! 30.14 " 0.000# 0.000# 0.000# 0.000# 336.5 " 31
Mean 265.3 ! 545.0 !1070 ! 218.5 " 2.762# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 204.1 $
Median 117.7 ! 481.1 ! 401.0 ! 69.65 " 0.010# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.629$
Maximum 2209 !1594 !6059 !1903 " 16.67 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3193 $
Minimum 47.52 ! 145.1 ! 30.14 ! 10.72 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 8223 !15806 !33161 ! 6556 " 85.61# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6326 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 191.7 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 70158 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 6059 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 238.4 " 9516 $ 2758 " 166.4 41.90" 43.67" 16.71 3.26" 0.00# 0.00# 0.00# 0.00# 1
2 3341 " 4547 $ 3822 $ 158.5 " 41.22" 42.12" 16.50 3.06" 0.00# 0.00# 0.00# 0.00# 2
3 1137 " 3284 " 3017 " 148.8 " 41.22" 41.00" 15.85 2.78" 0.00# 0.00# 0.00# 0.00# 3
4 463.9 " 7003 $ 2225 " 139.7 " 41.22" 39.90" 15.04 2.45" 0.00# 0.00# 0.00# 0.00# 4
5 349.5 " 3985 $ 1685 " 129.0 " 41.22" 39.90" 14.66 2.18" 0.00# 0.00# 0.00# 0.00# 5
6 408.2 " 2440 " 1343 " 119.3 " 41.01" 40.36" 14.07 2.02" 0.00# 0.00# 0.00# 0.00# 6
7 296.0 2944 $ 1125 " 109.2 " 40.16" 47.01" 13.48 1.86" 0.00# 0.00# 0.00# 0.00# 7
8 225.9 8331 $ 964.7 " 102.0 " 39.58" 48.48" 13.19 1.71" 0.00# 0.00# 0.00# 0.00# 8
9 160.5 " 4123 $ 1045 " 96.26" 41.46" 45.68" 12.65 1.39# 0.00# 0.00# 0.00# 0.00# 9
10 116.6 " 2427 " 2846 " 91.53" 47.78" 42.18" 12.10 0.97# 0.00# 0.00# 0.00# 194.2 # 10
11 88.34"23984 $ 3932 $ 87.83" 70.99" 39.83" 11.90 0.53# 0.00# 0.00# 0.00# 382.7 " 11
12 868.3 " 5122 $ 1770 " 86.14" 99.92" 38.21" 11.17 0.24# 0.00# 0.00# 0.00# 69.81" 12
13 852.6 " 2880 " 1160 " 84.86" 112.4 " 36.45" 10.54 0.07# 0.00# 0.00# 0.00# 79.78" 13
14 529.5 " 2641 $ 908.3 " 82.91" 92.10" 34.76" 9.84 0.01# 0.00# 0.00# 0.00# 266.2 " 14
15 554.4 " 5758 $ 740.3 " 79.34" 75.52" 33.44" 9.74 0.00# 0.00# 0.00# 0.00# 182.9 " 15
16 481.4 " 2428 " 623.9 " 74.72" 67.17" 31.98" 9.12 0.00# 0.00# 0.00# 0.00# 195.7 " 16
17 462.2 " 5155 $ 548.9 " 69.06" 60.30" 30.51" 8.48 0.00# 0.00# 0.00# 0.00# 87.22" 17
18 6009 $ 9177 $ 494.6 " 64.37" 55.79" 28.79 8.03" 0.00# 0.00# 0.00# 0.00# 72.56" 18
19 53825 $11184 $ 451.7 " 60.74" 52.79" 27.28 7.37" 0.00# 0.00# 0.00# 0.00# 241.4 " 19
20 18086 $15936 $ 407.5 " 57.53" 50.87" 25.27 6.82" 0.00# 0.00# 0.00# 0.00# 756.4 " 20
21 17173 $10964 $ 361.5 55.32" 52.68" 24.06 6.33" 0.00# 0.00# 0.00# 0.00# 3825 $ 21
22 5845 $ 6582 $ 322.5 53.05" 79.01" 24.06 5.72" 0.00# 0.00# 0.00# 0.00# 843.2 " 22
23 3403 $ 6048 $ 293.4 51.76" 233.9 " 24.06 5.21" 0.00# 0.00# 0.00# 0.00# 578.6 " 23
24 3732 " 4327 $ 265.9 50.47" 137.9 " 23.99 4.93" 0.00# 0.00# 0.00# 0.00# 308.7 24
25 11730 $13496 $ 242.5 49.20" 98.23" 23.55 4.73" 0.00# 0.00# 0.00# 0.00# 222.3 25
26 35297 $ 5640 $ 226.8 47.22" 81.79" 22.54 4.50" 0.00# 0.00# 0.00# 0.00# 145.5 " 26
27 16187 $10244 $ 211.9 45.86" 67.67" 21.20 4.40" 0.00# 0.00# 0.00# 0.00# 100.8 " 27
28 10304 $ 3990 $ 198.5 44.64" 59.37" 20.13 4.26" 0.00# 0.00# 0.00# 0.00# 66.89" 28
29 61247 $ 189.9 43.60" 53.57" 19.18 3.98" 0.00# 0.00# 0.00# 0.00# 145.3 " 29
30 27825 $ 181.2 42.65" 49.32" 17.71 3.89" 0.00# 0.00# 0.00# 0.00# 56.59" 30
31 12425 $ 174.6 46.17" 3.59" 0.00# 0.00# 37.74" 31
Mean 9473 $6934 $1114 $ 83.07 " 68.20 " 32.58 " 9.316" 0.727# 0.000# 0.000# 0.000# 285.8 $
Median 1137 $5397 $ 623.9 $ 77.03 " 53.57 " 32.71 " 9.118" 0.000# 0.000# 0.000# 0.000# 87.22 $
Maximum 61247 $23984 $ 3932 $ 166.4 " 233.9 " 48.48" 16.71" 3.26# 0.00# 0.00# 0.00# 3825 $
Minimum 88.34 $2427 $ 174.6 $ 42.65 " 39.58 " 17.71 " 3.593" 0.000# 0.000# 0.000# 0.000# 0.000$
Total 293664 $194158 $ 34539 $ 2492 " 2114 " 977.3" 288.8" 22.5# 0.0# 0.0# 0.0# 8859 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1472 $ " ... Relative Uncertainty +/-10%
Ann. Median 39.58 $ # ... Relative Uncertainty +/-15%
Annual Total 537115 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 61247 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 27.48" 1083 " 53.58" 781.9 " 74.89" 14.24 4.18" 0.00# 0.00# 0.00# 0.00# 155.2 " 1
2 20.10 827.2 " 47.69" 596.7 " 67.93" 13.40 4.00" 0.00# 0.00# 0.00# 0.00# 101.0 " 2
3 21.93 529.6 " 41.14" 476.1 " 62.13" 13.17 4.97" 0.00# 0.00# 0.00# 0.00# 101.8 " 3
4 432.4 " 379.2 " 39.62" 394.9 " 57.24" 12.54 4.87" 0.00# 0.00# 0.00# 0.00# 66.62" 4
5 244.8 333.7 " 438.8 " 348.3 " 52.84" 12.54 4.32" 0.00# 0.00# 0.00# 0.00# 1235 $ 5
6 153.5 " 788.9 " 341.6 " 400.0 " 48.87" 12.33 3.79" 0.00# 0.00# 0.00# 0.00# 2131 $ 6
7 82.41" 406.6 " 208.6 307.4 45.44" 11.53 3.12" 0.00# 0.00# 0.00# 0.00# 1212 " 7
8 53.96" 271.2 159.1 " 248.2 42.61" 10.67 2.29" 0.00# 0.00# 0.00# 0.00# 327.1 " 8
9 39.22" 306.5 " 97.74" 211.1 39.92" 9.79 1.52# 0.00# 0.00# 0.00# 0.00# 132.7 " 9
10 348.1 " 1602 " 70.39" 185.3 38.35" 9.38 0.79# 0.00# 0.00# 0.00# 0.00# 68.89" 10
11 965.4 " 2576 " 56.03" 163.5 37.06" 8.96 0.34# 0.00# 0.00# 0.00# 0.00# 45.31" 11
12 296.2 2197 " 183.0 " 145.3 " 36.36" 8.68 0.10# 0.00# 0.00# 0.00# 0.00# 6309 $ 12
13 138.2 " 937.6 " 2138 $ 128.2 " 36.23" 8.12" 0.01# 0.00# 0.00# 0.00# 0.00#70675 $ 13
14 85.81" 597.9 " 1247 " 114.8 " 36.15" 7.61" 0.00# 0.00# 0.00# 0.00# 0.00#14576 $ 14
15 154.9 " 427.1 " 5984 $ 1370 " 35.79" 7.06" 0.00# 0.00# 0.00# 0.00# 0.00# 3713 $ 15
16 407.2 " 324.1 3371 $ 850.8 " 34.89" 6.80" 0.00# 0.00# 0.00# 0.00# 0.00# 2011 " 16
17 201.1 " 247.0 2414 " 699.7 " 34.72" 6.15" 0.00# 0.00# 0.00# 0.00# 0.00# 1282 " 17
18 108.5 " 194.3 2013 " 468.3 " 34.30" 5.48" 0.00# 0.00# 0.00# 0.00# 0.00# 902.9 " 18
19 172.8 " 155.9 " 1526 " 348.8 " 34.30" 5.00" 0.00# 0.00# 0.00# 0.00# 0.00# 3760 $ 19
20 849.1 " 125.7 " 903.9 " 304.9 34.04" 6.17" 0.00# 0.00# 0.00# 0.00# 0.00#12947 $ 20
21 487.0 " 159.7 " 632.0 " 297.9 33.27" 6.32" 0.00# 0.00# 0.00# 0.00# 0.00#12036 $ 21
22 240.2 150.9 " 538.4 " 271.2 32.37" 6.34" 0.00# 0.00# 0.00# 0.00# 0.00# 4165 $ 22
23 1112 " 126.2 " 3710 $ 230.8 30.12" 5.98" 0.00# 0.00# 0.00# 0.00# 0.00# 2412 " 23
24 2161 " 120.3 " 1412 " 197.5 27.21 5.68" 0.00# 0.00# 0.00# 0.00# 0.00# 1573 " 24
25 1171 " 94.96" 2137 " 166.4 " 23.87 5.29" 0.00# 0.00# 0.00# 0.00# 128.4 # 9040 $ 25
26 656.9 " 79.35" 6529 $ 141.1 " 21.47 5.16" 0.00# 0.00# 0.00# 0.00# 17.55" 3059 " 26
27 512.4 " 67.68" 3713 $ 121.3 " 19.69 4.85" 0.00# 0.00# 0.00# 0.00# 28.60" 3036 " 27
28 341.0 " 59.67" 3746 $ 104.6 " 18.41 4.51" 0.00# 0.00# 0.00# 0.00# 4.55" 2336 " 28
29 236.8 2106 " 91.91" 17.25 4.39" 0.00# 0.00# 0.00# 0.00# 2.38" 4188 $ 29
30 181.6 1586 " 82.69" 15.86 4.53" 0.00# 0.00# 0.00# 0.00# 581.9 " 2586 " 30
31 163.2 1050 " 14.75 0.00# 0.00# 0.00# 1604 " 31
Mean 389.3 " 541.8 "1564 $ 341.7 " 36.72 " 8.090" 1.106# 0.000# 0.000# 0.000# 25.45 #5412 $
Median 236.8 " 315.3 "1050 $ 259.7 " 34.89 " 6.930" 0.000# 0.000# 0.000# 0.000# 0.000#2131 $
Maximum 2161 " 2576 " 6529 $ 1370 " 74.89" 14.24" 4.97# 0.00# 0.00# 0.00# 581.9 #70675 $
Minimum 20.10 " 59.67 " 39.62 $ 82.69 " 14.75 " 4.392" 0.000# 0.000# 0.000# 0.000# 0.000# 45.31 $
Total 12067 " 15169 " 48494 $ 10250 " 1138 " 242.7" 34.3# 0.0# 0.0# 0.0# 763.4#167786 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 701.2 $ " ... Relative Uncertainty +/-10%
Ann. Median 17.55 $ # ... Relative Uncertainty +/-15%
Annual Total 255945 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 70675 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 1178 " 578.1 " 1262 " 204.1 65.69" 35.54" 15.35 3.96" 0.00# 0.00# 0.00# 57.97" 1
2 851.9 " 1017 " 1079 " 179.9 62.83" 34.91" 15.70 3.77" 0.00# 0.00# 0.00# 16.36" 2
3 731.2 " 3786 $ 972.1 " 161.8 60.75" 33.46" 15.88 3.59" 0.00# 0.00# 0.00# 4.42" 3
4 1693 " 1519 " 851.1 " 151.6 " 59.51" 32.18" 15.97 3.31" 0.00# 0.00# 0.00# 0.76# 4
5 1106 " 994.4 " 929.4 " 152.6 " 58.54" 31.31" 15.44 3.02" 0.00# 0.00# 0.00# 0.18# 5
6 1281 $ 786.5 " 968.8 " 468.9 " 57.80" 31.09" 15.23 2.88" 0.00# 0.00# 0.00# 0.06# 6
7 5583 $ 5431 $ 1676 " 351.8 " 56.37" 30.98" 15.17 2.71" 0.00# 0.00# 0.00# 0.01# 7
8 5261 $14096 $ 1822 " 410.3 " 54.89" 31.57" 15.74 2.67" 0.00# 0.00# 0.00# 0.00# 8
9 6109 $ 7230 $ 1113 " 439.3 " 53.41" 32.86" 15.68 2.39" 0.00# 0.00# 0.00# 0.00# 9
10 5116 $ 3579 " 809.9 " 746.7 " 51.53" 33.67" 15.21 1.85" 0.00# 0.00# 0.00# 0.00# 10
11 2411 " 2759 " 790.3 " 493.2 " 50.09" 33.90" 15.01 1.53# 0.00# 0.00# 0.00# 0.00# 11
12 1852 " 2165 " 683.6 " 418.0 " 48.77" 34.60" 15.07 1.12# 0.00# 0.00# 0.00# 0.00# 12
13 1314 " 1587 " 606.2 " 365.1 " 48.41" 35.22" 14.64 0.64# 0.00# 0.00# 0.00# 0.00# 13
14 1034 "14872 $ 557.4 " 270.5 48.50" 34.11" 14.38 0.32# 0.00# 0.00# 0.00# 0.00# 14
15 1268 "15952 $ 489.9 " 216.1 48.96" 31.97" 13.53 0.16# 0.00# 0.00# 0.00# 0.00# 15
16 932.8 " 7017 $ 437.9 " 182.1 49.52" 30.41" 12.85 0.08# 0.00# 0.00# 0.00# 0.00# 16
17 993.0 " 6392 $ 399.7 " 158.1 " 49.28" 28.94" 11.82 0.02# 0.00# 0.00# 0.00# 0.00# 17
18 2803 $ 7090 $ 392.0 " 142.4 " 48.21" 27.65 11.17 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 1043 "52796 $ 347.3 131.8 " 46.79" 25.80 10.26 0.00# 0.00# 0.00# 0.00# 11.33# 19
20 758.4 "34629 $ 450.8 " 123.6 " 45.12" 23.83 9.36 0.00# 0.00# 0.00# 0.00# 22.88 20
21 602.6 "10921 $ 458.7 " 115.1 " 43.12" 22.15 8.88 0.00# 0.00# 0.00# 0.00# 732.9 " 21
22 499.3 " 8501 $ 372.8 " 106.6 " 41.25" 20.81 8.46" 0.00# 0.00# 0.00# 0.00# 194.6 " 22
23 819.4 " 6151 $ 306.5 97.45" 39.52" 19.40 7.71" 0.00# 0.00# 0.00# 0.00# 346.9 " 23
24 755.9 " 3834 " 309.9 89.43" 38.53" 18.38 7.01" 0.00# 0.00# 0.00# 0.00# 113.9 " 24
25 468.5 " 2920 " 445.2 " 84.13" 37.82" 17.60 6.37" 0.00# 0.00# 0.00# 0.00# 51.31" 25
26 387.2 " 2297 " 364.4 " 80.44" 36.86" 16.46 5.95" 0.00# 0.00# 0.00# 0.00# 32.70" 26
27 321.4 1840 " 744.6 " 77.61" 36.02" 15.44 5.54" 0.00# 0.00# 0.00# 0.00# 21.67 27
28 275.0 1505 " 478.2 " 75.05" 35.66" 14.97 5.13" 0.00# 0.00# 0.00# 0.00# 329.7 " 28
29 395.5 " 333.5 " 71.90" 36.07" 15.11 4.69" 0.00# 0.00# 0.00# 0.00# 137.9 " 29
30 392.8 " 267.3 69.00" 36.41" 15.05 4.37" 0.00# 0.00# 0.00# 671.0 # 310.5 " 30
31 335.3 236.0 35.94" 4.15" 0.00# 0.00# 185.5 " 31
Mean 1567 $7937 $ 676.0 " 221.2 " 47.81 " 26.98 " 11.35 " 1.097# 0.000# 0.000# 22.37 # 82.95 #
Median 993.0 $3810 $ 489.9 " 155.4 " 48.50 " 30.69 " 12.85 " 0.076# 0.000# 0.000# 0.000# 4.417#
Maximum 6109 $52796 $ 1822 " 746.7 " 65.69" 35.54" 15.97" 3.96# 0.00# 0.00# 671.0 # 732.9 #
Minimum 275.0 $ 578.1 $ 236.0 " 69.00 " 35.66 " 14.97 " 4.150" 0.000# 0.000# 0.000# 0.000# 0.000#
Total 48572 $222245 $ 20955 " 6635 " 1482 " 809.4" 351.7" 34.0# 0.0# 0.0# 671.0# 2571 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 833.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 23.83 $ # ... Relative Uncertainty +/-15%
Annual Total 304326 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 52796 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 122.0 " 665.1 " 6260 $ 1755 " 949.2 " 156.4 74.26" 39.39" 17.45 0.14# 0.26# 0.00# 1
2 268.1 " 497.2 " 5402 $ 1225 " 845.5 " 152.7 " 72.05" 40.36" 16.64 0.04# 0.12# 0.00# 2
3 800.2 " 392.4 "20193 $ 1060 " 764.8 " 149.0 " 71.28" 40.39" 16.12 0.00# 0.03# 0.00# 3
4 8143 $ 498.0 "40047 $ 921.1 " 695.2 " 147.1 " 71.51" 39.01" 15.45 0.00# 0.00# 0.00# 4
5 2930 $ 566.9 "24510 $ 821.4 " 639.3 " 145.4 " 70.71" 38.05" 14.37 0.00# 0.00# 0.00# 5
6 11956 $ 667.0 " 8459 $10254 $ 593.2 " 143.2 " 69.22" 37.07" 13.65 0.00# 0.00# 0.00# 6
7 1386 " 796.4 " 5632 $ 3756 $ 551.0 " 140.3 " 67.69" 35.51" 12.51 0.00# 0.00# 0.00# 7
8 779.2 " 519.0 " 4120 2296 " 518.0 " 138.0 " 66.37" 34.53" 11.06 0.00# 0.00# 0.00# 8
9 471.2 " 1666 $ 3753 " 1961 " 488.6 " 135.7 " 65.64" 33.91" 9.97 0.00# 0.00# 0.00# 9
10 306.4 2935 " 4342 $ 1519 " 457.9 " 132.2 " 64.51" 33.87" 9.24 0.00# 0.00# 0.00# 10
11 386.0 " 1719 " 4094 $ 1232 " 432.8 " 128.2 " 63.58" 33.28" 8.30" 0.00# 0.00# 0.00# 11
12 1036 $ 3630 $36593 $ 1037 " 408.9 " 123.1 " 62.71" 32.19" 7.42" 0.00# 0.00# 0.00# 12
13 20768 $ 2254 " 7948 $ 909.2 " 381.7 " 119.3 " 62.06" 31.43" 6.87" 0.00# 0.00# 0.00# 13
14 3841 $ 3286 " 9417 $ 1639 " 355.0 116.7 " 61.54" 30.44" 6.31" 0.00# 0.00# 0.00# 14
15 3268 $ 2378 " 6986 $ 1468 " 329.0 116.1 " 60.65" 29.16" 5.73" 0.00# 0.00# 0.00# 15
16 1356 " 2397 " 5535 $ 1187 " 304.6 116.0 " 59.01" 28.07 5.16" 98.41# 0.00# 0.00# 16
17 868.7 " 2551 " 4146 4835 $ 281.4 114.5 " 57.27" 27.56 4.64" 67.10" 0.00# 0.00# 17
18 731.7 " 3042 " 4622 $ 5066 $ 266.5 112.0 " 55.26" 27.13 4.21" 31.79" 0.00# 0.00# 18
19 532.8 " 2385 " 3027 " 2901 " 258.3 109.0 " 52.97" 26.49 3.95" 20.49 0.00# 0.00# 19
20 402.1 " 1561 " 3166 " 1939 " 250.6 105.8 " 50.77" 25.72 3.70" 15.70 0.00# 0.00# 20
21 418.9 " 1177 " 5584 $ 1871 " 242.9 103.2 " 49.23" 25.41 3.37" 11.26 0.00# 0.00# 21
22 6375 $ 896.9 " 4870 $ 1381 " 235.8 101.0 " 48.10" 24.82 3.06" 8.03" 0.00# 0.00# 22
23 4473 $ 800.7 " 3700 $ 1102 " 227.4 97.59" 47.51" 23.45 2.85" 6.07" 0.00# 0.00# 23
24 2187 " 777.2 " 2366 "12045 $ 220.5 93.25" 46.78" 22.58 2.40" 4.78" 0.00# 0.00# 24
25 2772 " 7078 $ 2210 $ 4042 $ 218.3 89.06" 45.68" 21.59 1.78" 3.77" 0.00# 0.00# 25
26 2280 " 4687 $ 3344 $ 2556 " 213.9 86.09" 43.67" 20.26 1.32# 3.12" 0.00# 0.00# 26
27 1857 " 2329 " 8091 $ 1925 " 204.1 84.62" 42.78" 19.45 0.95# 2.58" 0.00# 0.00# 27
28 1644 "87356 $ 3317 $ 1545 " 191.1 82.70" 41.09" 18.94 0.65# 1.99" 0.00# 0.00# 28
29 2490 "19412 $ 2535 " 1297 " 178.5 81.03" 39.15" 18.39 0.42# 1.32# 0.00# 0.00# 29
30 1519 " 1727 " 1099 " 168.1 77.38" 37.84" 17.86 0.27# 0.82# 0.00# 0.00# 30
31 968.9 " 1625 " 160.3 38.34" 17.92 0.47# 0.00# 31
Mean 2817 $5480 $7988 $2555 $ 388.1 " 116.6 " 56.75 " 28.85 " 6.995# 8.964# 0.014# 0.000#
Median 1386 $1719 $4622 $1592 $ 304.6 " 116.0 " 59.01 " 28.07 " 5.448# 0.473# 0.000# 0.000#
Maximum 20768 $87356 $40047 $12045 $ 949.2 " 156.4 " 74.26" 40.39" 17.45# 98.41# 0.26# 0.00#
Minimum 122.0 $ 392.4 $1625 $ 821.4 $ 160.3 " 77.38 " 37.84 " 17.86 " 0.266# 0.000# 0.000# 0.000#
Total 87338 $158921 $247620 $ 76645 $ 12032 " 3497 " 1759 " 894.2" 209.8# 277.9# 0.4# 0.0#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1610 $ " ... Relative Uncertainty +/-10%
Ann. Median 75.82 $ # ... Relative Uncertainty +/-15%
Annual Total 589196 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 87356 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 0.00# 197.5 2997 " 984.1 " 176.7 55.85" 28.13" 14.14" 1.38# 0.00# 0.00# 0.00# 1
2 0.00# 143.6 " 2044 " 866.4 " 159.7 " 54.93" 27.70" 14.22" 1.25# 0.00# 0.00# 0.00# 2
3 0.00# 164.6 " 6252 $ 764.2 " 149.9 " 54.05" 27.27" 14.29" 1.19# 0.00# 0.00# 0.00# 3
4 0.00# 9092 $11206 $ 675.0 " 143.9 " 53.55" 26.85" 14.17" 1.21# 0.00# 0.00# 0.00# 4
5 0.00# 5438 $38085 $ 606.9 " 137.8 " 53.21" 26.39" 13.89" 1.06# 0.00# 0.00# 0.00# 5
6 0.00# 2795 "13997 $ 557.8 " 128.6 " 51.28" 26.57" 13.58" 1.00# 0.00# 0.00# 0.00# 6
7 0.00# 1655 " 7228 $ 526.2 " 120.2 " 50.21" 26.39" 13.19" 0.97# 0.00# 0.00# 0.00# 7
8 0.00# 2296 "10768 $ 494.5 " 114.2 " 50.04" 25.64" 12.54" 0.72# 0.00# 0.00# 0.00# 8
9 0.00# 2925 " 4955 $ 455.8 " 109.7 " 49.16" 25.90" 12.00" 0.54# 0.00# 0.00# 0.00# 9
10 0.00# 2361 " 5467 $ 414.9 " 106.3 " 49.13" 30.06" 11.52" 0.37# 0.00# 0.00# 0.00# 10
11 0.00# 1542 " 6326 $ 381.2 " 104.2 " 48.37" 30.37" 10.96" 0.32# 0.00# 0.00# 0.00# 11
12 52.08# 3513 $ 3013 " 356.7 102.2 " 48.45" 39.43" 10.44" 0.28# 0.00# 73.02# 0.00# 12
13 229.7 " 4861 $ 2239 " 334.8 101.8 " 48.03" 39.30" 9.77" 0.16# 0.00# 6.30" 0.00# 13
14 576.9 " 2440 " 3053 " 313.9 103.0 " 47.24" 36.74" 8.88" 0.09# 0.00# 3.46" 0.00# 14
15 973.9 " 2364 " 2774 " 296.8 103.8 " 45.63" 31.72" 7.90" 0.03# 0.00# 2.36" 0.00# 15
16 583.3 " 3212 " 2696 " 281.7 102.6 " 43.57" 31.56" 7.10" 0.00# 0.00# 1.78" 0.00# 16
17 742.2 " 2804 " 4396 $ 267.3 97.84" 41.23" 33.31" 6.50" 0.00# 0.00# 1.22# 0.00# 17
18 1355 " 1840 " 7685 $ 254.3 90.81" 38.64" 26.77" 6.02" 0.00# 0.00# 0.67# 0.00# 18
19 331.5 " 2569 $ 8461 $ 247.3 83.08" 36.97" 25.10" 5.41" 0.00# 0.00# 0.26# 0.00# 19
20 184.8 "19323 $ 4531 $ 244.2 78.05" 34.90" 24.23" 4.98" 0.00# 0.00# 0.06# 0.00# 20
21 119.6 " 8263 $ 3933 239.2 74.63" 33.10" 24.12" 4.40" 0.00# 0.00# 0.00# 0.00# 21
22 83.07" 3539 " 4742 $ 222.4 73.25" 32.20" 23.46" 3.72" 0.00# 0.00# 0.00# 0.00# 22
23 294.0 " 3766 $ 5979 $ 202.0 72.46" 31.43" 22.21" 3.49" 0.00# 0.00# 0.00# 0.00# 23
24 8054 $ 6224 $ 9691 $ 188.5 72.01" 30.87" 20.63" 3.20" 0.00# 0.00# 0.00# 0.00# 24
25 1261 " 4584 $ 6369 $ 179.1 70.61" 30.36" 19.11" 3.01" 0.00# 0.00# 0.00# 0.00# 25
26 552.9 " 3258 $ 3479 " 172.7 68.53" 30.14" 17.81" 2.76" 0.00# 0.00# 0.00# 0.00# 26
27 347.8 " 2557 " 2528 " 169.2 67.11" 30.23" 16.75" 2.50" 0.00# 0.00# 0.00# 0.00# 27
28 895.7 " 1642 " 1977 " 166.7 65.14" 29.92" 15.80" 2.22" 0.00# 0.00# 0.00# 0.00# 28
29 943.8 " 1605 " 209.1 61.81" 29.48" 15.02" 1.98" 0.00# 0.00# 0.00# 0.00# 29
30 461.4 " 1348 " 195.4 59.43" 28.83" 14.56" 1.89" 0.00# 0.00# 0.00# 0.00# 30
31 301.0 " 1141 " 57.58" 14.33" 1.65" 0.00# 0.00# 31
Mean 591.7 $3763 $6160 $ 375.6 " 98.61 " 42.03 " 25.59 " 7.817" 0.352# 0.000# 2.971# 0.000#
Median 229.7 $2800 $4531 $ 289.2 " 101.8 " 44.60 " 26.39 " 7.102" 0.018# 0.000# 0.000# 0.000#
Maximum 8054 $19323 $38085 $ 984.1 " 176.7 " 55.85" 39.43" 14.29" 1.38# 0.00# 73.02# 0.00#
Minimum 0.000$ 143.6 $1141 $ 166.7 " 57.58 " 28.83 " 14.33 " 1.648" 0.000# 0.000# 0.000# 0.000#
Total 18344 $105370 $190964 $ 11268 " 3057 " 1261 " 793.2" 242.3" 10.6# 0.0# 89.1# 0.0#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 907.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 26.85 $ # ... Relative Uncertainty +/-15%
Annual Total 331400 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 38085 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 0.0# 2416 $ 4138 $ 136.0" 41.5" 12.0 5.9" 0.0# 0.0# 0.0# 0.0# 0.0# 1
2 0.0# 2684 $ 2689 $ 127.2" 38.9" 11.4 5.7" 0.0# 0.0# 0.0# 0.0# 0.0# 2
3 0.0# 1766 " 3302 $ 120.7" 36.4" 10.9 5.4" 0.0# 0.0# 0.0# 0.0# 0.0# 3
4 0.0# 712.0" 1538 " 114.4" 34.2" 10.3 5.0" 0.0# 0.0# 0.0# 0.0# 0.0# 4
5 15.0# 928.7" 1104 " 108.6" 32.5" 10.0 4.6" 0.0# 0.0# 0.0# 0.0# 0.0# 5
6 5.9" 680.0" 883.9" 102.1" 30.8" 9.8 4.4" 0.0# 0.0# 0.0# 0.0# 0.0# 6
7 2.9" 436.1" 744.4" 96.4" 29.8" 9.6 4.2" 0.0# 0.0# 0.0# 0.0# 0.0# 7
8 1.8" 3410 $ 640.5" 91.8" 28.6" 9.5 4.4" 0.0# 0.0# 0.0# 0.0# 0.0# 8
9 1.0# 3160 $ 689.8" 87.7" 27.5 9.4 4.3" 0.0# 0.0# 0.0# 0.0# 0.0# 9
10 0.5# 4225 $ 555.8" 83.5" 26.3 9.2 4.1" 0.0# 0.0# 0.0# 0.0# 0.0# 10
11 0.2# 1749 " 515.6" 79.6" 25.7 9.5 4.1" 0.0# 0.0# 0.0# 0.0# 0.0# 11
12 0.0# 744.9" 524.8" 76.8" 24.7 10.1 4.1" 0.0# 0.0# 0.0# 0.0# 0.0# 12
13 0.0# 625.1" 475.2" 74.4" 23.9 10.4 3.9" 0.0# 0.0# 0.0# 0.0# 0.0# 13
14 28.0# 1515 " 388.2" 72.7" 23.0 10.7 3.9" 0.0# 0.0# 0.0# 0.0# 0.0# 14
15 41.5" 579.6" 333.1 69.8" 21.6 10.7 3.4" 0.0# 0.0# 0.0# 0.0# 0.0# 15
16 6.1" 407.3" 303.1 66.6" 20.9 10.3 2.8" 0.0# 0.0# 0.0# 0.0# 0.0# 16
17 3.2" 1246 " 301.7 63.7" 20.2 9.7 2.3" 0.0# 0.0# 0.0# 0.0# 0.0# 17
18 2.4" 7273 $ 1698 $ 62.3" 19.1 9.3 1.8" 0.0# 0.0# 0.0# 0.0# 0.0# 18
19 2.0" 4660 $ 962.0" 60.9" 18.2 8.8 1.4# 0.0# 0.0# 0.0# 0.0# 0.0# 19
20 1.5# 8021 $ 539.8" 59.5" 17.5 8.7 1.0# 0.0# 0.0# 0.0# 0.0# 32.5# 20
21 1.0# 35913 $ 415.5" 59.8" 17.2 8.4" 0.6# 0.0# 0.0# 0.0# 0.0# 1039 $ 21
22 723.3#109174 $ 314.7 60.1" 17.1 8.0" 0.4# 0.0# 0.0# 0.0# 0.0# 213.0" 22
23 362.7" 26975 $ 268.2 58.4" 16.9 7.9" 0.2# 0.0# 0.0# 0.0# 0.0# 61.8" 23
24 1444 " 12165 $ 259.3 56.2" 16.6 7.7" 0.2# 0.0# 0.0# 0.0# 0.0# 34.7" 24
25 147.4" 7176 $ 253.4 54.2" 16.3 7.5" 0.1# 0.0# 0.0# 0.0# 0.0# 22.3 25
26 65.0" 3838 " 234.2 52.5" 15.8 7.3" 0.1# 0.0# 0.0# 0.0# 0.0# 13.8 26
27 119.3" 2710 " 221.8 50.9" 15.2 7.1" 0.0# 0.0# 0.0# 0.0# 0.0# 13.8" 27
28 59.8" 3001 " 205.5 49.0" 14.6 6.9" 0.0# 0.0# 0.0# 0.0# 0.0# 49.2" 28
29 229.7" 182.9 46.3" 14.1 6.6" 0.0# 0.0# 0.0# 0.0# 0.0# 60.3" 29
30 704.0" 164.5 43.8" 13.3 6.2" 0.0# 0.0# 0.0# 0.0# 0.0# 29.1" 30
31 738.9" 150.1" 12.4 0.0# 0.0# 0.0# 17.5 31
Mean 151.9 #8864 $ 806.4 $ 76.20 " 22.93 " 9.124" 2.524# 0.000# 0.000# 0.000# 0.000# 51.21 $
Median 3.233#2697 $ 475.2 $ 68.18 " 20.90 " 9.453" 2.824# 0.000# 0.000# 0.000# 0.000# 0.000$
Maximum 1444 #109174 $ 4138 $ 136.0" 41.5" 12.0" 5.9# 0.0# 0.0# 0.0# 0.0# 1039 $
Minimum 0.000# 407.3 $ 150.1 $ 43.82 " 12.43 " 6.173" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 4707 #248191 $ 24998 $ 2286 " 710.9" 273.7" 78.2# 0.0# 0.0# 0.0# 0.0# 1588 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 774.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.430$ # ... Relative Uncertainty +/-15%
Annual Total 282833 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 109174 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 9.62" 3792 $ 3751 $ 70.13" 12.36 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 6.32" 1068 " 2263 " 314.2 " 8.92" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 4.67" 841.4 " 1346 " 192.9 6.09" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 3.28" 323.5 " 925.4 " 172.6 " 4.15" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 1.54# 197.5 702.6 " 123.4 " 2.82" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 0.56# 152.4 " 586.1 " 93.99" 1.96" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 0.22# 401.4 " 2129 " 77.50" 1.35# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 0.04# 144.9 " 795.5 " 66.75" 0.81# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 0.00# 114.9 " 509.0 " 58.89" 0.39# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 863.9 # 300.7 " 398.3 " 52.71" 0.16# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 224.7 " 4703 $ 313.0 47.63" 0.04# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 86.17" 843.8 " 244.6 43.79" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 70.04" 1084 " 194.0 39.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1402 $ 13
14 43.21" 384.4 " 158.6 " 52.06" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 371.0 " 14
15 37.10" 247.7 134.5 " 58.13" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2022 $ 15
16 24.99" 182.1 " 116.8 " 40.71" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 706.9 " 16
17 512.7 $ 680.6 " 104.7 " 35.13" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 652.0 " 17
18 4300 $ 212.4 " 94.65" 34.66" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 162.0 " 18
19 274.8 " 115.2 " 86.56" 31.77" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 277.5 " 19
20 92.26" 81.47" 77.90" 27.95 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1160 $ 20
21 69.27" 63.65" 70.18" 25.30 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1529 $ 21
22 58.51"14422 $ 69.40" 24.02 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 399.4 " 22
23 47.05" 3932 $ 62.81" 24.56 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 543.7 " 23
24 80.66" 3282 $ 1157 " 22.81 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 259.4 " 24
25 297.1 " 4494 $ 347.7 " 20.72 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 353.5 25
26 181.7 " 1568 " 433.5 " 19.52 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 596.2 " 26
27 2887 $ 5210 $ 243.9 18.52 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 635.7 " 27
28 5084 $ 7109 $ 147.0 " 17.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 352.5 " 28
29 624.3 " 113.5 " 16.00 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 230.0 29
30 242.6 94.34" 14.59 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 152.9 " 30
31 3217 $ 80.16" 0.00# 0.00# 0.00# 0.00# 221.8 " 31
Mean 624.1 $1998 $ 572.6 $ 61.28 " 1.260# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 388.0 $
Median 70.04 $ 541.0 $ 243.9 $ 40.33 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 230.0 $
Maximum 5084 $14422 $ 3751 $ 314.2 " 12.36# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2022 $
Minimum 0.001$ 63.65 $ 62.81 $ 14.59 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 19346 $55952 $17750 $ 1838 " 39.06# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#12027 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 293.0 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 106953 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 14422 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 11503 $ 997.3 "11655 $ 317.9 " 48.71" 36.87" 8.51 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 2923 $ 5729 $ 6659 $ 612.8 " 46.12" 43.19" 8.38 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 1255 " 1782 " 4083 $ 419.0 " 43.69" 50.49" 8.34 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 647.5 " 859.2 "21028 $ 325.8 43.05" 63.52" 8.12" 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 409.6 " 586.6 " 9816 $ 278.4 42.82" 63.21" 7.98" 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 282.4 445.3 " 7511 $ 228.6 47.18" 64.38" 7.55" 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 4314 $ 357.8 " 4071 $ 199.0 53.66" 60.36" 7.24" 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 1811 " 741.5 " 7589 $ 178.3 50.76" 50.00" 7.18" 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 916.1 " 7383 $ 3535 $ 162.9 63.00" 42.06" 7.01" 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 2073 " 5419 $ 5876 $ 150.5 " 56.55" 36.40" 6.88" 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 830.4 " 2970 " 2443 " 139.9 " 52.92" 31.50" 6.29" 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 673.7 " 2200 " 1750 " 131.1 " 49.41" 27.37 5.71" 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 501.6 " 3776 " 1315 " 123.9 " 46.20" 23.85 5.00" 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 311.0 3495 $ 1081 " 118.7 " 44.26" 21.50 4.12" 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 234.0 1793 " 964.2 " 113.8 " 42.90" 19.51 3.45" 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 175.0 " 1301 " 811.2 " 108.1 " 40.89" 17.64 2.77" 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 132.4 " 9062 $ 672.8 " 102.1 " 39.90" 15.94 1.90" 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 102.8 " 2634 " 598.6 " 95.36" 39.73" 14.57 1.23# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 82.45" 1803 " 545.7 " 89.14" 38.30" 13.74 0.63# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 74.55" 3252 $ 501.7 " 83.85" 38.02" 12.65 0.24# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 58.86" 2307 " 453.9 " 79.62" 36.80" 11.56 0.08# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 51.35" 1420 " 409.3 " 75.67" 35.40" 10.30 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 46.59" 5469 $ 398.1 " 72.20" 36.30" 9.73 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 332.6 "23669 $ 441.7 " 68.59" 36.26" 9.35 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 457.5 "73271 $ 484.2 " 65.34" 38.11" 9.09 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 483.9 "16580 $ 498.4 " 62.44" 37.95" 8.88 0.00# 0.00# 0.00# 0.00# 0.00# 107.9 # 26
27 681.6 " 5946 $ 560.8 " 59.44" 34.72" 8.72 0.00# 0.00# 0.00# 0.00# 0.00# 154.8 " 27
28 693.5 " 3781 " 481.7 " 56.37" 33.60" 8.69 0.00# 0.00# 0.00# 0.00# 0.00# 4.40" 28
29 823.3 " 2863 $ 423.8 " 53.39" 33.86" 8.55 0.00# 0.00# 0.00# 0.00# 0.00# 0.97# 29
30 1483 " 357.9 " 51.10" 37.26" 8.59 0.00# 0.00# 0.00# 0.00# 0.00# 14.52# 30
31 695.1 " 310.3 36.51" 0.00# 0.00# 0.00# 19.72" 31
Mean 1131 $6617 $3140 $ 154.1 " 42.74 " 26.74 " 3.504# 0.000# 0.000# 0.000# 0.000# 9.753#
Median 501.6 $2863 $ 811.2 $ 111.0 " 40.89 " 18.57 " 2.766# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 11503 $73271 $21028 $ 612.8 " 63.00" 64.38" 8.51# 0.00# 0.00# 0.00# 0.00# 154.8 #
Minimum 46.59 $ 357.8 $ 310.3 $ 51.10 " 33.60 " 8.552" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 35059 $191893 $ 97325 $ 4623 " 1325 " 802.2" 108.6# 0.0# 0.0# 0.0# 0.0# 302.3#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 905.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.704$ # ... Relative Uncertainty +/-15%
Annual Total 331439 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 73271 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 8.81" 342.1 " 131.1 " 8.55" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 833.7 " 227.7 " 114.4 " 5.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 687.0 " 2561 $ 89.96" 4.08" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 472.7 " 2844 $ 71.83" 2.76" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 127.8 " 1253 " 61.36" 2.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 83.89" 652.0 " 54.33" 0.75# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 69.99" 411.6 " 47.55" 0.27# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 44.00" 294.9 839.3 " 0.15# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 34.34" 213.1 413.2 " 0.10# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 21.34 383.7 " 328.0 " 0.06# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 12.07 1855 $ 299.9 " 0.04# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 336.5 " 388.2 " 143.1 " 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 7280 $ 245.7 97.96" 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 3080 $ 176.6 " 70.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19.76# 14
15 483.7 " 150.3 " 54.77" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5.85# 15
16 222.4 125.5 " 43.96" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17.31" 16
17 344.5 " 89.87" 35.87" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25.40" 17
18 488.1 " 69.66" 29.59" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24.09 18
19 170.2 " 130.2 " 23.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 48.97" 19
20 100.9 " 8253 $ 18.54 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 48.08" 20
21 74.74" 1707 " 14.90 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 176.7 " 21
22 395.4 " 766.9 " 22.50" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 37.45" 22
23 333.4 " 570.0 " 19.15 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18.16 23
24 1076 " 433.2 " 194.8 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6.74" 24
25 491.8 " 313.3 " 329.3 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 47.72" 25
26 191.4 " 224.3 319.1 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 548.2 " 26
27 110.0 " 210.5 50.07" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 176.0 " 27
28 72.42" 160.0 " 33.09" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5267 $ 28
29 52.56" 24.03 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8252 $ 29
30 912.5 " 17.91 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#15568 $ 30
31 275.0 " 12.97 0.00# 0.00# 0.00# 0.00# 2269 " 31
Mean 609.3 $ 894.7 $ 129.3 " 0.813# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1050 $
Median 222.4 $ 327.7 $ 54.77 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17.31 $
Maximum 7280 $ 8253 $ 839.3 " 8.55# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#15568 $
Minimum 8.805$ 69.66 $ 12.97 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 18887 $25053 $ 4007 " 24.40# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#32557 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 220.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 80528 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 15568 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 1559 " 2421 " 1138 " 861.5 " 96.95" 36.74" 20.98 7.99" 0.00# 0.00# 0.00# 9.23" 1
2 1837 $ 1744 " 1089 " 590.1 " 93.85" 36.47" 20.85 6.87" 0.00# 0.00# 0.00# 16.46" 2
3 17120 $ 1349 " 1044 " 493.8 " 94.42" 36.04" 20.68 5.89" 0.00# 0.00# 0.00# 36.34" 3
4 5734 $ 1068 " 735.7 " 456.3 " 92.68" 35.13" 19.77 4.99" 0.00# 0.00# 0.00# 113.3 " 4
5 5615 $ 874.7 " 719.1 " 455.1 " 88.29" 33.83" 18.89 3.99" 0.00# 0.00# 5.23# 46.01" 5
6 13705 $ 3479 $ 905.4 " 520.7 " 81.29" 32.61" 18.31 2.83" 0.00# 0.00# 808.9 " 25.44" 6
7 5616 $ 3681 $ 735.6 " 479.1 " 75.85" 31.16" 17.89 1.74# 0.00# 0.00# 80.01" 13.88 7
8 1960 " 3734 $ 1150 # 409.8 " 72.78" 29.82" 16.88 0.77# 0.00# 0.00# 27.25" 6.01" 8
9 1212 " 8751 $ 1542 # 481.4 " 69.84" 29.13" 15.77 0.23# 0.00# 0.00# 11.74" 2.14# 9
10 839.7 "12138 $ 1193 # 541.1 " 67.66" 28.45 14.68 0.05# 0.00# 0.00# 4.00" 0.34# 10
11 595.3 " 7730 $ 985.3 # 507.7 " 65.76" 28.13 14.32 0.01# 0.00# 0.00# 1.03# 0.04# 11
12 918.8 " 3578 " 1081 # 408.0 " 64.68" 28.17 15.45 0.00# 0.00# 0.00# 0.06# 4.23# 12
13 16520 $ 2358 " 2489 $ 369.2 " 63.06" 27.78 17.12 0.00# 0.00# 0.00# 0.00# 1.26# 13
14 4653 $ 1676 " 3316 $ 311.6 60.44" 27.81 17.68 0.00# 0.00# 0.00# 0.00# 1.71# 14
15 2641 " 1249 " 2512 # 283.7 58.07" 28.48 19.84 0.00# 0.00# 0.00# 144.0 # 0.24# 15
16 8892 $ 1009 "11314 $ 387.2 " 55.47" 30.09" 21.66 0.00# 0.00# 0.00# 85.85" 1.22# 16
17 15675 $ 845.0 " 5372 $ 376.1 " 53.28" 31.25" 20.73 0.00# 0.00# 0.00# 37.23" 243.1 " 17
18 13073 $ 707.1 " 2968 " 267.8 51.69" 31.46" 19.25 0.00# 0.00# 0.00# 22.89 197.3 " 18
19 8729 $ 648.0 " 1929 " 233.1 50.76" 30.83" 18.56 0.00# 0.00# 0.00# 12.98 87.47" 19
20 5415 $ 820.0 " 1397 " 209.2 50.36" 29.13" 18.14 0.00# 0.00# 0.00# 12.38 64.64" 20
21 3521 " 1044 " 1118 " 185.4 50.19" 27.44 17.43 0.00# 0.00# 0.00# 11.38" 2097 " 21
22 2355 " 1881 " 922.7 " 163.6 " 49.90" 25.85 16.62 0.00# 0.00# 0.00# 95.18" 917.1 " 22
23 3524 $ 2351 " 777.7 " 147.6 " 49.56" 24.87 15.68 0.00# 0.00# 0.00# 50.09" 389.9 " 23
24 14005 $ 3388 $ 695.0 " 137.8 " 49.04" 24.07 15.06 0.00# 0.00# 0.00# 29.09" 566.0 " 24
25 15227 $ 1659 " 647.8 " 131.5 " 48.47" 23.35 14.31 0.00# 0.00# 0.00# 270.8 " 621.9 " 25
26 8173 $ 2298 " 710.8 " 125.7 " 48.03" 22.46 13.53 0.00# 0.00# 0.00# 374.4 " 332.6 " 26
27 3813 " 1893 " 631.4 " 120.6 " 46.44" 22.64 12.58 0.00# 0.00# 0.00# 121.8 " 172.7 " 27
28 2891 " 1338 " 638.1 " 114.4 " 44.76" 22.19 11.97 0.00# 0.00# 0.00# 45.13" 118.5 " 28
29 6095 $ 572.2 " 107.8 " 42.37" 21.33 11.44 0.00# 0.00# 0.00# 25.12" 87.40" 29
30 5626 $ 639.8 " 101.2 " 39.69" 20.71 10.50 0.00# 0.00# 0.00# 15.77 59.54" 30
31 3457 " 1437 " 37.74" 9.28" 0.00# 0.00# 46.10" 31
Mean 6484 $2704 $1690 $ 332.6 " 61.72 " 28.58 " 16.64 " 1.140# 0.000# 0.000# 76.41 # 202.6 #
Median 5415 $1812 $1081 $ 340.4 " 55.47 " 28.47 " 17.12 " 0.000# 0.000# 0.000# 19.33 # 46.10 #
Maximum 17120 $12138 $11314 $ 861.5 " 96.95" 36.74" 21.66" 7.99# 0.00# 0.00# 808.9 # 2097 #
Minimum 595.3 $ 648.0 $ 572.2 $ 101.2 " 37.74 " 20.71 " 9.277" 0.000# 0.000# 0.000# 0.000# 0.039#
Total 200997 $ 75709 $ 52404 $ 9978 " 1913 " 857.4" 515.8" 35.3# 0.0# 0.0# 2292 # 6279 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 961.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 36.04 $ # ... Relative Uncertainty +/-15%
Annual Total 350983 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 17120 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 35.76" 504.8 " 26.58" 2431 " 102.9 " 45.86" 51.83" 14.54" 0.00# 0.00# 0.00# 0.00# 1
2 30.96" 309.1 22.84 1758 " 97.01" 42.96" 50.39" 14.06" 0.00# 0.00# 0.00# 0.00# 2
3 34.76" 225.9 23.55 1332 " 91.59" 40.36" 49.05" 13.13" 0.00# 0.00# 0.00# 0.00# 3
4 34.89" 184.5 67.52" 1056 " 86.33" 38.99" 47.33" 11.81" 0.00# 0.00# 0.00# 0.00# 4
5 35.58" 158.1 " 56.26" 867.9 " 82.07" 37.20" 45.48" 10.69" 0.00# 0.00# 0.00# 0.00# 5
6 29.89" 164.0 " 40.55" 732.1 " 78.06" 35.61" 43.58" 9.11" 0.00# 0.00# 0.00# 0.00# 6
7 20.98 157.9 " 32.79" 627.1 " 74.84" 34.14" 40.81" 7.91" 0.00# 0.00# 0.00# 0.00# 7
8 33.75" 138.4 " 28.67 539.1 " 72.17" 32.40" 37.73" 7.34" 0.00# 0.00# 0.00# 0.00# 8
9 1050 $ 141.8 " 39.54" 468.7 " 69.42" 30.69" 35.44" 6.76" 0.00# 0.00# 0.00# 0.00# 9
10 2136 $ 168.0 " 64.40" 416.3 " 66.55" 29.40" 33.07" 6.29" 0.00# 0.00# 0.00# 0.00# 10
11 1214 " 144.2 " 57.44" 377.3 " 63.00" 28.24" 31.38" 5.39" 0.00# 0.00# 0.00# 0.00# 11
12 1499 " 106.3 " 72.45" 340.1 59.71" 26.87" 30.08" 4.64" 0.00# 0.00# 0.00# 46.28# 12
13 1091 " 84.86" 60.72" 306.7 57.44" 26.17" 29.06" 3.97" 0.00# 0.00# 0.00# 5.12# 13
14 27612 $ 69.82" 52.86" 277.1 56.05" 25.45" 28.49" 3.31" 0.00# 0.00# 0.00# 0.26# 14
15 52736 $ 59.20" 215.8 " 250.7 56.64" 25.26" 28.00" 2.78" 0.00# 0.00# 0.00# 133.9 # 15
16 45490 $ 51.33" 1276 " 228.8 57.78" 25.02" 27.66" 2.31" 0.00# 0.00# 0.00# 1132 " 16
17 8155 $ 45.31" 2588 " 212.8 70.79" 24.53" 26.23" 1.70" 0.00# 0.00# 0.00# 159.5 " 17
18 4461 $ 40.29" 986.7 " 198.7 79.42" 24.31" 24.79" 1.24# 0.00# 0.00# 0.00# 544.6 " 18
19 4146 $ 36.30" 549.0 " 186.3 107.4 " 33.93" 23.11" 0.74# 0.00# 0.00# 0.00# 5793 $ 19
20 2153 " 104.0 " 413.6 " 176.4 109.5 " 100.6 " 21.53" 0.36# 0.00# 0.00# 0.00# 9014 $ 20
21 1422 " 109.3 " 6855 $ 167.4 91.60" 291.3 " 20.10" 0.11# 0.00# 0.00# 0.00# 2386 " 21
22 1043 " 42.44" 2240 " 161.0 93.69" 240.4 18.83" 0.00# 0.00# 0.00# 0.00# 1932 " 22
23 810.8 " 35.48"22742 $ 155.6 " 79.70" 165.4 " 17.93" 0.00# 0.00# 0.00# 0.00# 1149 " 23
24 644.1 " 31.85" 5762 $ 150.0 " 68.99" 128.4 " 17.38" 0.00# 0.00# 0.00# 0.00# 708.2 " 24
25 518.5 " 35.99" 5880 $ 144.3 " 62.05" 107.0 " 17.12" 0.00# 0.00# 0.00# 0.00# 423.7 " 25
26 427.4 " 33.28"31848 $ 137.3 " 57.20" 90.04" 16.82" 0.00# 0.00# 0.00# 0.00# 280.5 26
27 353.1 29.91"14666 $ 130.3 " 54.24" 76.81" 16.64" 0.00# 0.00# 0.00# 0.00# 195.0 27
28 350.8 " 27.39" 6423 $ 123.2 " 52.71" 66.59" 16.45" 0.00# 0.00# 0.00# 0.00# 144.3 " 28
29 330.1 " 6157 $ 116.1 " 50.98" 59.62" 16.16" 0.00# 0.00# 0.00# 0.00# 127.9 " 29
30 283.3 " 6672 $ 109.6 " 49.58" 54.81" 15.74" 0.00# 0.00# 0.00# 0.00# 381.0 " 30
31 841.6 " 3592 " 48.28" 15.03" 0.00# 0.00# 273.0 31
Mean 5130 $ 115.7 "3855 $ 472.6 " 72.51 " 66.28 " 28.81 " 4.135# 0.000# 0.000# 0.000# 800.9 $
Median 810.8 $ 94.41 " 413.6 $ 239.8 " 69.42 " 38.10 " 27.66 " 2.306# 0.000# 0.000# 0.000# 133.9 $
Maximum 52736 $ 504.8 "31848 $ 2431 " 109.5 " 291.3 " 51.83" 14.54# 0.00# 0.00# 0.00# 9014 $
Minimum 20.98 $ 27.39 " 22.84 $ 109.6 " 48.28 " 24.31 " 15.03 " 0.000# 0.000# 0.000# 0.000# 0.000$
Total 159024 $ 3240 "119513 $ 14178 " 2248 " 1988 " 893.2" 128.2# 0.0# 0.0# 0.0# 24829 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 893.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 34.14 $ # ... Relative Uncertainty +/-15%
Annual Total 326042 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 52736 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 206.5 1974 $ 1279 " 785.3 " 46.11" 12.73 3.48" 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 181.3 1616 " 1304 " 605.1 " 45.18" 11.97 2.86" 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 400.5 " 3423 " 1954 " 494.9 " 43.34" 11.35 2.18" 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 234.4 " 1585 " 1117 " 421.5 " 40.83" 10.85 1.47# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 291.6 " 1608 " 820.1 " 363.7 38.63" 10.27 0.88# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 206.3 1198 " 761.9 " 313.4 35.89" 9.88 0.48# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 176.1 " 779.4 " 547.1 " 268.6 33.38" 13.41 0.24# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 128.4 " 2779 $ 458.8 " 231.5 31.18" 15.11 0.08# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 144.7 " 1655 " 391.4 " 202.9 29.52" 20.83 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 112.9 " 1005 " 336.0 180.4 28.40" 31.02" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 97.49" 777.9 " 289.5 163.9 27.55 37.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 268.3 " 592.5 " 240.6 151.5 " 27.03 36.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 121.1 " 469.1 " 209.6 145.2 " 26.75 27.96" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 4494 $ 404.5 " 193.0 134.3 " 26.91 21.81 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 1053 " 357.4 268.9 120.4 " 26.83 17.78 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 3261 $ 319.5 216.6 106.4 " 26.58 15.36 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 1722 " 570.5 " 263.0 94.66" 25.56 13.70 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 935.4 " 721.2 " 656.9 " 85.90" 24.24 12.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 646.0 " 462.2 " 1275 " 79.40" 22.75 11.45 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 480.2 " 381.9 " 1637 " 75.50" 20.97 10.33 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 366.0 " 2966 $ 1447 " 72.72" 19.83 8.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 282.1 14192 $ 1384 " 70.56" 18.63 7.82" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 220.8 3810 $ 996.4 " 68.45" 17.11 7.73" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 177.5 4423 $ 962.6 " 66.03" 16.02 7.30" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 146.5 " 7573 $ 625.2 " 62.86" 15.46 6.71" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 126.1 " 3281 $ 1437 " 58.55" 15.40 5.92" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 115.3 " 1905 " 924.3 " 54.41" 15.35 5.27" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 204.1 " 1427 " 1513 " 51.20" 14.89 4.87" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 153.7 " 1522 " 1097 " 48.63" 14.39 4.35" 0.00# 0.00# 0.00# 0.00# 0.00# 391.6 # 29
30 464.9 " 2906 $ 47.48" 13.89 3.88" 0.00# 0.00# 0.00# 0.00# 0.00# 204.8 " 30
31 470.8 " 1216 " 13.16 0.00# 0.00# 0.00# 257.6 " 31
Mean 577.1 $2199 $ 926.7 $ 187.5 " 25.86 " 13.82 " 0.377# 0.000# 0.000# 0.000# 0.000# 27.55 #
Median 220.8 $1522 $ 924.3 $ 113.4 " 26.58 " 11.40 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 4494 $14192 $ 2906 $ 785.3 " 46.11" 37.35" 3.48# 0.00# 0.00# 0.00# 0.00# 391.6 #
Minimum 97.49 $ 319.5 $ 193.0 $ 47.48 " 13.16 " 3.875" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 17889 $63778 $28727 $ 5626 " 801.8 " 414.5 " 11.67# 0.00# 0.00# 0.00# 0.00# 854.1 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 322.7 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.610$ # ... Relative Uncertainty +/-15%
Annual Total 118102 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 14192 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 3309 $ 6687 $ 3015 " 151.7" 60.6" 37.3" 16.5 0.0# 0.0# 0.0# 0.0# 0.0# 1
2 977.3" 34107 $ 5496 $ 151.6" 58.5" 35.9" 15.6 0.0# 0.0# 0.0# 0.0# 0.0# 2
3 367.8" 12218 $ 2906 " 152.5" 56.3" 34.7" 14.4 0.0# 0.0# 0.0# 0.0# 0.0# 3
4 191.8" 17356 $ 4996 $ 141.6" 53.8" 34.0" 13.6 0.0# 0.0# 0.0# 0.0# 0.0# 4
5 117.5" 13099 $ 2871 $ 134.5" 51.9" 33.7" 12.2 0.0# 0.0# 0.0# 0.0# 0.0# 5
6 86.4" 14734 $ 1687 " 127.4" 50.0" 32.6" 11.0 0.0# 0.0# 0.0# 0.0# 0.0# 6
7 60.2" 6270 $ 1302 " 119.7" 49.0" 30.3 9.6 0.0# 0.0# 0.0# 0.0# 0.0# 7
8 103.3" 4784 $ 1051 " 114.1" 46.8" 28.4 8.4 0.0# 0.0# 0.0# 0.0# 0.0# 8
9 108.8" 6188 $ 903.7" 110.4" 46.1" 27.4 6.3 0.0# 0.0# 0.0# 0.0# 0.0# 9
10 76.6" 11595 $ 772.9" 107.7" 45.3" 26.1 5.3 0.0# 0.0# 0.0# 0.0# 0.0# 10
11 56.2" 5446 $ 680.7" 105.8" 44.3" 25.0 4.0# 0.0# 0.0# 0.0# 0.0# 0.0# 11
12 124.9" 3658 $ 606.7" 104.9" 43.0" 23.7 3.3# 0.0# 0.0# 0.0# 157.9# 0.0# 12
13 66.2" 41376 $ 541.9" 103.7" 42.3" 23.3 2.7# 0.0# 0.0# 0.0# 77.5" 0.0# 13
14 44.2" 11438 $ 486.3" 102.5" 41.3" 23.0 1.8# 0.0# 0.0# 0.0# 23.1" 0.0# 14
15 355.3" 20961 $ 550.0" 101.1" 40.6" 20.1 1.2# 0.0# 0.0# 0.0# 6.1# 0.0# 15
16 307.0" 6121 $ 465.3" 99.8" 40.0" 19.4 0.7# 0.0# 0.0# 0.0# 0.9# 0.0# 16
17 324.9" 3917 " 418.7" 95.6" 39.0" 19.1 0.5# 0.0# 0.0# 0.0# 0.0# 518.3# 17
18 203.2 2868 " 426.7" 92.0" 39.1" 18.0 0.4# 0.0# 0.0# 0.0# 0.0# 14227 $ 18
19 265.7 3680 $ 353.3 89.6" 39.0" 17.1 0.4# 0.0# 0.0# 0.0# 0.0# 6126 $ 19
20 335.3" 2542 " 317.6 88.1" 39.3" 17.1 0.4# 0.0# 0.0# 0.0# 0.0# 2065 " 20
21 241.8 3477 $ 291.9 86.7" 39.9" 17.2 0.3# 0.0# 0.0# 0.0# 0.0# 1390 " 21
22 377.9" 6866 $ 267.4 85.0" 41.3" 17.0 0.3# 0.0# 0.0# 0.0# 0.0# 1057 " 22
23 1644 " 4689 $ 247.9 83.6" 42.2" 16.4 0.1# 0.0# 0.0# 0.0# 0.0# 758.6" 23
24 739.1" 2079 " 230.3 82.5" 42.5" 16.4 0.0# 0.0# 0.0# 0.0# 0.0# 446.8" 24
25 679.3" 1617 " 217.6 79.5" 42.6" 16.5 0.0# 0.0# 0.0# 0.0# 0.0# 299.2 25
26 3392 $ 1783 " 225.3 76.7" 41.8" 17.1 0.0# 0.0# 0.0# 0.0# 0.0# 214.3 26
27 2295 $ 3569 $ 218.4 74.0" 41.1" 17.0 0.0# 0.0# 0.0# 0.0# 0.0# 160.9" 27
28 27454 $ 4057 $ 199.5 70.5" 41.4" 17.0 0.0# 0.0# 0.0# 0.0# 0.0# 121.4" 28
29 47457 $ 180.5 66.7" 42.0" 17.3 0.0# 0.0# 0.0# 0.0# 0.0# 90.4" 29
30 254341 $ 167.0 63.5" 40.7" 17.1 0.0# 0.0# 0.0# 0.0# 0.0# 69.9" 30
31 19038 $ 157.2" 39.0" 0.0# 0.0# 0.0# 56.8" 31
Mean 11779 $ 9185 $ 1040 $ 102.1 " 44.55" 23.17" 4.16# 0.00# 0.00# 0.00# 8.85# 890.4 $
Median 324.9 $5783 $ 465.3 $ 100.4 " 42.18 " 19.72 " 0.736# 0.000# 0.000# 0.000# 0.000# 0.000$
Maximum 254341 $ 41376 $ 5496 $ 152.5" 60.6" 37.3" 16.5# 0.0# 0.0# 0.0# 157.9# 14227 $
Minimum 44.23 $1617 $ 157.2 $ 63.53 " 38.98 " 16.37 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 365140 $257183 $ 32250 $ 3063 " 1381 " 695.1" 128.9# 0.0# 0.0# 0.0# 265.4# 27601 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1884 $ " ... Relative Uncertainty +/-10%
Ann. Median 22.98 $ # ... Relative Uncertainty +/-15%
Annual Total 687708 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 254341 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 46.23 " 234.2 439.5 " 0.000# 0.004# 22.61 0.000# 0.000# 0.000# 0.000# 1.417# 0.000# 1
2 39.60 " 181.7 241.0 0.000# 0.000# 21.62 0.000# 0.000# 0.000# 0.000# 42.39 "1016 # 2
3 111.7 " 216.5 " 170.4 " 0.000# 0.000# 19.34 0.000# 0.000# 0.000# 0.000# 14.84 59.43 " 3
4 254.4 " 151.0 " 131.3 " 0.000# 0.000# 14.64 0.000# 0.000# 0.000# 0.000# 0.738# 19.48 4
5 94.94 " 179.7 " 104.3 " 0.000# 0.000# 9.692 0.000# 0.000# 0.000# 0.000# 0.000# 3.470# 5
6 56.64 " 315.4 " 82.78 " 0.000# 0.000# 5.892# 0.000# 0.000# 0.000# 0.000# 0.000# 0.001# 6
7 40.46 " 649.0 " 68.34 " 0.000# 0.000# 3.189# 9.057# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 30.78 " 476.5 " 58.48 " 0.000# 0.000# 1.697# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 24.43 382.2 " 49.81 " 0.000# 0.000# 0.430# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 20.17 258.6 43.00 "1035 # 0.000# 0.058# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 16.60 182.3 36.66 " 42.82 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 397.7 " 140.1 " 30.02 11.84 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15.27 # 12
13 251.9 113.6 " 25.00 14.28 # 0.000# 0.000# 0.000# 0.000# 0.000# 511.6 # 0.000# 55.96 " 13
14 543.5 " 679.4 " 92.38 "1279 " 0.000# 0.000# 0.000# 0.000# 0.000# 261.7 " 0.000# 41.86 # 14
15 403.7 " 245.6 55.83 " 863.5 " 0.020# 0.000# 0.000# 0.000# 0.000# 161.9 " 0.000# 0.115# 15
16 805.6 " 183.6 " 32.14 " 251.0 "2716 $ 0.000# 0.000# 0.000# 0.000# 51.10 " 0.000# 0.080# 16
17 752.6 " 132.2 " 38.75 " 140.6 " 167.1 " 0.000# 0.000# 0.000# 0.000# 26.36 " 0.000# 4.180# 17
18 412.8 " 100.4 " 23.98 " 92.91 " 54.09 " 0.000# 0.000# 0.000# 0.000# 11.14 # 0.000# 24.03 # 18
19 269.5 78.58 " 18.20 67.19 " 34.86 " 0.000# 0.000# 0.000# 0.000# 0.647# 0.000# 104.8 " 19
20 308.8 " 66.72 " 13.60 52.72 " 68.63 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 134.9 " 20
21 454.2 " 57.00 " 10.10 41.89 " 57.93 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 32.96 " 21
22 585.1 " 48.21 " 6.824 33.55 " 66.19 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12.70 22
23 722.7 "1330 " 4.077# 27.03 53.70 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 39.64 " 23
24 607.1 " 514.7 " 1.955# 21.35 42.57 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 24.31 " 24
25 428.7 " 263.9 0.666# 16.00 35.43 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8.625# 25
26 317.7 192.1 0.228# 11.71 30.33 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.252# 26
27 239.9 163.2 " 0.018# 7.648 27.29 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 27
28 186.0 467.4 " 0.000# 4.055# 28.05 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 36.65 # 28
29 167.3 " 0.000# 1.907# 25.20 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 899.0 " 29
30 847.6 " 0.000# 0.351# 23.78 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 195.0 " 30
31 358.4 " 0.000# 24.01 0.000# 0.000# 0.000# 408.7 " 31
Mean 316.0 " 285.8 " 57.40 # 133.9 # 111.5 $ 3.306# 0.292# 0.000# 0.000# 33.05 # 1.979# 101.2 #
Median 269.5 " 187.8 " 30.02 # 13.06 # 23.78 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15.27 #
Maximum 847.6 "1330 " 439.5 #1279 #2716 $ 22.61 # 9.057# 0.000# 0.000# 511.6 # 42.39 #1016 #
Minimum 16.60 " 48.21 " 0.000# 0.000# 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 9797 "8003 "1779 #4017 #3456 $ 99.17 # 9.057# 0.000# 0.000#1024 # 59.38 #3137 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 85.97 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 31381 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2716 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 181.4" 2159 " 6733 $ 701.1" 328.1 95.3" 50.5" 22.1 1.6" 0.0# 7.5" 0.4# 1
2 87.2" 1668 " 5316 $ 650.2" 314.0 92.3" 49.7" 21.6 1.2# 0.0# 6.8" 45.3# 2
3 213.7" 1243 " 4777 $ 644.9" 296.2 89.4" 49.2" 21.1 0.7# 0.0# 9.3" 610.6" 3
4 77.2" 858.8" 3837 $ 8240 $ 276.3 87.0" 49.3" 20.5 0.5# 0.0# 4.8" 200.6" 4
5 92.1" 690.9" 3385 $101327 $ 255.5 85.6" 48.7" 20.2 0.3# 0.0# 3.1" 92.4" 5
6 207.9" 573.4" 4075 $ 11465 $ 237.2 84.5" 47.8" 19.9 0.2# 0.0# 2.0" 44.5" 6
7 8593 $ 489.1" 7448 $ 5942 $ 227.3 83.1" 46.0" 19.5 0.2# 0.0# 12.1# 32.2" 7
8 2961 $ 1323 " 6094 $ 4087 224.7 80.3" 43.9" 19.0 0.1# 0.0# 19.1 38.7" 8
9 5235 $ 1344 " 5701 $ 4103 $ 224.0 78.2" 41.4" 18.5 0.0# 0.0# 12.9 29.8" 9
10 27683 $ 1738 $ 14227 $ 2896 " 215.9 74.5" 39.1" 18.0 0.0# 0.0# 12.8 21.4 10
11 18841 $ 9161 $ 13338 $ 2190 " 200.2 72.7" 37.2" 17.3 0.0# 0.0# 9.3" 15.2 11
12 5761 $ 6552 $ 21963 $ 1782 " 184.3 69.0" 36.1" 16.5 0.0# 0.0# 6.2" 10.5 12
13 2580 " 3347 $ 6761 $ 1490 " 173.7 65.9" 34.6" 15.3 0.0# 0.0# 6.0" 7.3" 13
14 9659 $ 2133 " 4553 $ 1286 " 167.5 64.7" 34.1" 14.4 0.0# 0.0# 11.3" 5.4" 14
15 50095 $ 3344 $ 6483 $ 1128 " 162.7 63.7" 34.8" 13.3 0.0# 0.0# 16.2 28.6" 15
16 13008 $ 3027 $ 3238 " 1001 " 158.7 63.4" 34.4" 12.3 0.0# 0.0# 391.8" 30.1" 16
17 8610 $ 2600 $ 2394 " 888.7" 156.1" 63.5" 33.6" 11.0 0.0# 0.0# 225.7" 496.7" 17
18 6646 $ 3389 $ 3979 $ 790.3" 153.1" 63.8" 32.8" 9.8 0.0# 0.0# 184.6" 96.6" 18
19 7535 $ 3622 $ 9075 $ 728.6" 149.3" 63.3" 31.8" 9.4 0.0# 0.0# 87.8" 156.6" 19
20 3676 $ 26919 $ 3410 " 679.1" 145.5" 62.1" 30.4" 8.3" 0.0# 0.0# 51.6" 39.6" 20
21 4884 $ 17687 $ 3086 $ 632.2" 141.5" 60.7" 29.4" 6.9" 0.0# 0.0# 43.8" 161.6" 21
22 2722 " 7633 $ 4362 $ 591.4" 137.3" 59.7" 28.7 6.2" 0.0# 0.0# 28.4" 1458 " 22
23 12966 $ 4588 $ 3991 " 552.1" 131.0" 58.3" 27.7 5.7" 0.0# 0.0# 18.6 247.4" 23
24 6184 $ 3295 " 3150 " 510.8" 124.4" 56.7" 26.7 5.0" 0.0# 167.8# 12.9 228.9 24
25 2948 " 3269 $ 2297 " 470.1" 117.2" 55.5" 26.0 4.5" 0.0# 67.7" 8.5" 126.0" 25
26 2029 " 10946 $ 1805 " 439.7" 111.2" 55.6" 25.5 3.9" 0.0# 22.5" 5.6" 73.4" 26
27 1504 " 19992 $ 1453 " 413.6" 107.8" 55.8" 24.9 3.6" 0.0# 10.5 3.9" 51.7" 27
28 3782 $ 18036 $ 1198 " 388.2" 105.0" 54.5" 24.4 3.1" 0.0# 9.1" 2.7" 47.3" 28
29 2082 " 1027 " 361.3 103.0" 52.4" 23.9 2.8" 0.0# 3.0" 1.7# 1331 " 29
30 1250 " 894.0" 341.3 100.6" 51.1" 23.4 2.4" 0.0# 1.8# 0.9# 976.0" 30
31 6693 $ 786.8" 97.9" 22.8 2.0" 3.1# 4928 $ 31
Mean 7058 $5772 $5188 $5224 $ 178.3 " 68.76 " 35.12 " 12.06 " 0.158# 9.213# 40.26 # 375.2 $
Median 3782 $3282 $3991 $ 759.5 $ 158.7 " 63.79 " 34.10 " 12.31 " 0.000# 0.000# 10.34 # 51.68 $
Maximum 50095 $ 26919 $ 21963 $101327 $ 328.1" 95.3" 50.5" 22.1" 1.6# 167.8# 391.8# 4928 $
Minimum 77.17 $ 489.1 $ 786.8 $ 341.3 $ 97.89 " 51.09 " 22.82 " 2.042" 0.000# 0.000# 0.854# 0.378$
Total 218787 $161626 $160838 $156719 $ 5527 " 2063 " 1089 " 373.9" 4.7# 285.6# 1208 # 11632 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1973 $ " ... Relative Uncertainty +/-10%
Ann. Median 69.04 $ # ... Relative Uncertainty +/-15%
Annual Total 720153 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 101327 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 962.8 " 2381 " 3761 $ 953.4 " 130.4 " 52.61" 33.20" 7.63" 0.00# 0.00# 0.00# 10.53" 1
2 1140 " 1526 "11811 $ 808.0 " 123.8 " 53.01" 32.33" 7.20" 0.00# 63.22# 0.00# 5.00" 2
3 963.9 " 1069 " 3627 $ 700.7 " 117.0 " 52.89" 31.27" 6.76" 0.00# 16.61" 0.00# 10.43" 3
4 498.3 " 802.3 " 2179 " 630.5 " 110.4 " 52.15" 30.13" 6.21" 0.00# 4.15" 0.00# 18.41" 4
5 335.6 " 625.7 " 1581 " 571.5 " 105.4 " 51.37" 28.54" 5.89" 0.00# 1.59# 0.00# 10.48 5
6 268.9 " 507.9 " 1734 " 518.5 " 101.3 " 49.12" 26.56 5.69" 0.00# 0.36# 0.00# 11.18" 6
7 222.1 417.1 "16181 $ 488.6 " 98.64" 47.97" 26.26 5.51" 0.00# 0.05# 0.00# 13.26" 7
8 197.3 339.2 4694 $ 452.7 " 96.25" 46.81" 26.03 5.25" 0.00# 0.01# 0.00# 4.25" 8
9 159.5 " 284.3 2675 " 415.8 " 93.49" 45.66" 26.18 5.14" 0.00# 0.00# 0.00# 608.8 # 9
10 125.8 " 307.0 1825 " 402.8 " 90.17" 45.24" 25.94 4.94" 0.00# 0.00# 0.00# 444.5 " 10
11 90.48" 230.8 1531 " 380.5 " 86.96" 44.72" 25.18 4.55" 0.00# 0.00# 0.00# 82.63" 11
12 71.79" 180.6 1713 " 323.9 83.57" 44.40" 25.48 4.02" 0.00# 0.00# 0.00# 91.60" 12
13 61.60" 146.0 " 1489 " 288.7 79.11" 44.89" 25.40 3.39" 0.00# 0.00# 0.00# 28.56" 13
14 716.7 " 120.2 " 1377 " 269.4 73.77" 45.31" 24.26 3.05" 0.00# 0.00# 0.00# 12.06 14
15 440.0 " 100.3 " 5108 $ 256.0 69.12" 45.43" 23.16 2.66" 0.00# 0.00# 0.00# 7.68" 15
16 259.5 83.87"10969 $ 242.5 65.15" 45.07" 23.08 2.34" 0.00# 0.00# 0.00# 3743 $ 16
17 153.3 " 77.60"20867 $ 224.4 62.51" 44.60" 22.36 2.01" 0.00# 0.00# 0.00# 884.7 " 17
18 107.6 " 84.06"11663 $ 208.2 61.11" 43.09" 21.45 1.49# 0.00# 0.00# 0.00# 2585 $ 18
19 86.38" 85.36" 5086 $ 196.2 60.53" 40.82" 20.03 1.05# 0.00# 0.00# 0.00# 420.5 " 19
20 75.72" 76.97" 3473 " 187.7 59.88" 38.65" 18.27 0.78# 0.00# 0.00# 0.00# 219.2 " 20
21 105.9 " 87.78" 2572 " 180.0 59.14" 36.68" 16.48 0.59# 0.00# 0.00# 0.00# 715.1 " 21
22 77.76" 88.79" 2000 " 173.8 58.22" 35.13" 15.12 0.38# 0.00# 0.00# 301.2 # 6270 $ 22
23 191.0 " 2800 $ 1597 " 167.0 56.92" 34.50" 14.06 0.19# 0.00# 0.00# 894.2 " 2024 $ 23
24 1121 " 6366 $ 7524 $ 310.5 " 55.48" 34.14" 13.18 0.06# 0.00# 0.00# 50.08" 661.6 " 24
25 7095 $ 4620 $ 7583 $ 417.5 " 54.22" 33.40" 12.11 0.01# 0.00# 0.00# 20.89 379.5 " 25
26 3236 $ 2301 " 3540 $ 243.5 52.78" 32.81" 10.79 0.00# 0.00# 0.00# 10.61" 266.7 " 26
27 3595 " 1615 " 2243 " 198.9 51.47" 32.45" 9.68 0.00# 0.00# 0.00# 5.50" 3235 $ 27
28 3493 " 2607 $ 1721 " 162.7 " 50.90" 32.67" 9.28 0.00# 0.00# 0.00# 3.17" 1168 " 28
29 3379 " 3582 $ 1412 " 146.9 " 50.94" 33.02" 8.92 0.00# 0.00# 0.00# 1.69# 583.2 " 29
30 11413 $ 1750 " 138.1 " 51.52" 33.23" 8.51" 0.00# 0.00# 0.00# 22.92# 372.7 " 30
31 4920 $ 1136 " 52.25" 8.03" 0.00# 0.00# 454.6 " 31
Mean 1470 $1156 $4723 $ 355.3 " 76.20 " 42.39 " 20.69 " 2.800# 0.000# 2.773# 43.68 # 817.5 $
Median 268.9 $ 339.2 $2572 $ 279.0 " 65.15 " 44.66 " 23.08 " 2.342# 0.000# 0.000# 0.000# 372.7 $
Maximum 11413 $ 6366 $20867 $ 953.4 " 130.4 " 53.01" 33.20" 7.63# 0.00# 63.22# 894.2 # 6270 $
Minimum 61.60 $ 76.97 $1136 $ 138.1 " 50.90 " 32.45 " 8.033" 0.000# 0.000# 0.000# 0.000# 4.250$
Total 45562 $ 33512 $146422 $ 10659 " 2362 " 1272 " 641.3" 86.8# 0.0# 86.0# 1310 # 25341 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 730.2 $ " ... Relative Uncertainty +/-10%
Ann. Median 47.39 $ # ... Relative Uncertainty +/-15%
Annual Total 267255 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 20867 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 734.6 " 69.08 " 81.77 " 62.53 " 11.71 7.391" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 439.6 " 48.89 " 80.38 " 55.54 " 9.028" 5.418" 0.000# 0.000# 0.000# 0.000# 0.000# 0.026# 2
3 242.3 36.32 " 75.18 " 228.1 " 7.282" 3.835" 0.000# 0.000# 0.000# 0.000# 0.000# 0.037# 3
4 195.8 28.91 " 64.88 " 617.7 " 6.393" 2.617" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 206.8 23.67 2203 $ 302.0 " 5.775" 1.431# 0.000# 0.000# 0.000# 0.000# 0.000# 329.3 # 5
6 250.8 " 19.66 867.1 " 194.9 4.546" 0.684# 0.000# 0.000# 0.000# 0.000# 0.000# 103.1 " 6
7 295.1 " 53.73 " 494.8 " 150.0 " 3.708" 0.450# 0.000# 0.000# 0.000# 0.000# 0.000# 44.76 " 7
8 149.1 "1478 " 553.7 " 116.3 " 2.635" 0.316# 0.000# 0.000# 0.000# 0.000# 0.000# 57.29 " 8
9 120.9 " 145.2 "2950 $ 91.32 " 1.687# 0.211# 0.000# 0.000# 0.000# 0.000# 0.000# 50.31 " 9
10 88.15 " 60.82 "1744 " 74.28 " 1.036# 0.161# 0.000# 0.000# 0.000# 0.000# 0.000# 27.90 " 10
11 77.33 " 41.22 "2529 " 62.61 " 0.592# 0.122# 0.000# 0.000# 0.000# 0.000# 0.000# 32.48 " 11
12 62.66 " 34.50 "2283 " 54.47 " 0.342# 0.071# 0.000# 0.000# 0.000# 0.000# 0.000# 127.2 " 12
13 65.87 " 212.3 "1097 " 48.24 " 0.192# 0.032# 0.000# 0.000# 0.000# 0.000# 0.000# 533.7 " 13
14 55.43 " 131.8 " 770.4 " 43.47 " 0.125# 0.009# 0.000# 0.000# 0.000# 0.000# 0.000# 130.5 " 14
15 44.42 " 182.1 "2844 $ 39.81 " 0.166# 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 47.94 " 15
16 38.38 " 189.0 " 729.6 " 36.62 " 0.536# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 26.51 " 16
17 758.5 " 367.7 " 696.5 " 33.55 " 0.304# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13.13 " 17
18 738.7 " 852.9 " 460.1 " 31.14 " 0.191# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8.992" 18
19 2779 $ 566.0 " 365.0 " 28.27 0.128# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2.399# 19
20 1347 " 324.1 271.3 25.99 0.147# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.566# 20
21 683.9 " 234.7 210.1 23.68 0.290# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.540# 21
22 482.1 " 186.2 171.7 " 21.55 0.232# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.075# 22
23 336.9 " 143.9 " 141.5 " 19.06 0.148# 0.000# 0.000# 0.000# 0.000# 0.000# 42.60 # 0.152# 23
24 250.1 113.6 " 122.1 " 17.45 22.21 # 0.000# 0.000# 0.000# 0.000# 0.000# 31.99 " 0.031# 24
25 198.4 103.0 " 132.3 " 16.01 33.83 " 0.000# 0.000# 0.000# 0.000# 0.000# 8.276" 0.016# 25
26 150.0 " 101.9 " 121.8 " 13.08 33.37 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.903# 0.001# 26
27 115.0 " 93.29 " 111.9 " 12.24 27.77 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.016# 0.000# 27
28 89.15 " 82.28 " 143.2 " 19.93 21.21 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 28
29 73.28 " 116.3 " 20.19 16.49 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29
30 68.84 " 87.67 " 15.87 12.69 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 30
31 121.8 " 72.59 " 9.742 0.000# 0.000# 0.000# 0.000# 31
Mean 363.2 $ 211.6 " 728.8 $ 82.53 " 7.565# 0.758# 0.000# 0.000# 0.000# 0.000# 2.793# 49.64 #
Median 195.8 $ 108.3 " 271.3 $ 38.21 " 2.635# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.540#
Maximum 2779 $1478 "2950 $ 617.7 " 33.83 # 7.391# 0.000# 0.000# 0.000# 0.000# 42.60 # 533.7 #
Minimum 38.38 $ 19.66 " 64.88 $ 12.24 " 0.125# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 11260 $ 5925 "22592 $ 2476 " 234.5 # 22.75# 0.00# 0.00# 0.00# 0.00# 83.78# 1539 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 120.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.128$ # ... Relative Uncertainty +/-15%
Annual Total 44133 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2950 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 0.00# 1828 " 362.5 " 76.66" 34.48" 2.24# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 0.00# 3587 $ 319.1 71.57" 27.40 1.41# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 0.00# 2640 $ 281.0 70.33" 23.01 0.83# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 0.00# 5847 $ 247.0 79.84" 21.81 0.19# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 0.00#17673 $ 222.2 86.58" 23.70 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 0.00# 5845 $ 225.8 149.8 " 28.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 0.00# 5763 $ 219.7 155.4 " 24.34 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 0.00# 7163 $ 217.6 173.6 " 39.01" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 0.00#54032 $ 268.2 " 223.7 39.71" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 0.00#80312 $ 463.6 " 167.7 " 31.68" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 0.00#18452 $ 372.7 " 118.7 " 25.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.00# 11
12 0.00# 7708 $ 352.8 " 100.5 " 21.39 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.01# 12
13 0.00# 5255 $ 390.7 " 95.06" 19.09 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 97.61# 3316 " 228.4 82.55" 17.11 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 535.6 $ 2824 " 187.4 69.60" 14.67 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 5303 $ 2006 " 266.2 61.82" 13.06 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 6207 $ 1674 " 176.4 55.95" 12.23 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 13749 $ 1331 " 162.3 " 51.24" 11.89 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 7245 $ 1087 " 143.9 " 47.25" 11.36 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 2344 " 1000 " 123.7 " 43.69" 10.21 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 781.8 # 20
21 1044 " 850.7 " 108.0 " 40.59" 9.04 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20.81" 21
22 649.9 " 760.1 " 99.43" 37.94" 8.13 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.76# 22
23 438.6 " 637.0 " 92.52" 35.41" 7.72 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 709.9 # 23
24 3928 $ 542.2 " 106.9 " 32.61" 7.26 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 545.2 " 24
25 10193 $ 480.5 " 97.23" 30.07 6.81 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 147.4 " 25
26 4659 $ 557.3 " 86.14" 27.93 6.35 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 163.8 " 26
27 1878 " 560.8 " 237.8 " 26.28 5.49 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 69.07" 27
28 2216 " 428.2 " 206.0 " 24.97 4.93 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 66.67" 28
29 2562 " 130.6 " 23.26 4.35 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 37.06" 29
30 3944 $ 105.0 " 391.1 " 3.89# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17.45 30
31 2889 $ 86.35" 3.11# 0.00# 0.00# 0.00# 7.56 31
Mean 2254 $8363 $ 212.5 " 88.39 " 16.69 # 0.156# 0.000# 0.000# 0.000# 0.000# 0.000# 82.89 #
Median 535.6 $2323 $ 217.6 " 69.96 " 13.06 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 13749 $80312 $ 463.6 " 391.1 " 39.71# 2.24# 0.00# 0.00# 0.00# 0.00# 0.00# 781.8 #
Minimum 0.000$ 428.2 $ 86.14 " 23.26 " 3.107# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 69884 $234162 $ 6587 " 2652 " 517.3# 4.7# 0.0# 0.0# 0.0# 0.0# 0.0# 2570 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 866.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 316376 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 80312 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 3.14# 2549 " 917.2 " 152.9 " 25.91 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 1
2 0.86# 1855 " 5317 $ 134.5 " 23.56 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 2
3 0.21# 3283 $ 2165 " 135.8 " 21.90 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 3
4 250.3 # 1614 " 1881 " 123.5 " 19.76 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 4
5 1505 $ 1066 " 1166 " 108.0 " 17.67 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 5
6 5620 $ 793.6 " 1908 $ 95.97" 15.11 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 6
7 2839 " 631.1 " 3050 $ 87.96" 13.87 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 7
8 4827 $ 523.4 " 1422 " 85.97" 12.12 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 27.58$ 8
9 5042 $ 433.1 " 2443 " 78.56" 9.85 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 572.0 " 9
10 24924 $ 363.4 " 1251 " 68.43" 7.89 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 146.0 # 10
11 4053 $ 335.8 950.0 " 61.65" 5.61# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 99.58" 11
12 2016 " 308.2 3283 $ 57.29" 4.10# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 140.1 " 12
13 1257 " 334.4 " 1585 " 54.63" 2.79# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 28.18# 13
14 885.9 " 670.7 " 1013 " 52.13" 1.51# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 8.23$ 14
15 691.0 " 350.7 " 767.2 " 50.22" 0.78# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.63$ 15
16 900.9 " 289.7 616.3 " 48.33" 0.35# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 16
17 1068 " 284.9 515.3 " 47.38" 0.17# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 17
18 3089 $ 265.7 437.6 " 145.7 " 0.06# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 18
19 6321 $ 202.8 377.1 " 133.4 " 0.01# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 19
20 1809 " 172.1 335.7 82.74" 0.00# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 20
21 1284 " 703.1 " 298.8 65.53" 0.00# 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 21
22 1125 " 1560 " 264.5 55.81" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 22
23 791.3 " 610.0 " 234.4 54.18" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 23
24 634.1 " 802.9 " 326.2 " 49.37" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 24
25 531.4 " 509.0 " 335.2 " 44.71" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 99.30$ 25
26 988.3 " 571.8 " 197.6 40.42" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 40.87" 26
27 1841 $ 1398 " 191.9 36.42" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 30.59" 27
28 1581 " 987.9 " 261.3 " 33.21" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 86.61" 28
29 4683 $ 224.9 " 30.76" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 65.11" 29
30 8661 $ 190.3 28.11 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 247.5 " 30
31 4655 $ 168.8 0.00# 0.00$ 0.00$ 0.00$ 54.27" 31
Mean 3028 $ 838.2 $1100 $ 74.79 " 5.904# 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 53.11 $
Median 1505 $ 590.9 $ 616.3 $ 59.47 " 0.355# 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 24924 $ 3283 $ 5317 $ 152.9 " 25.91# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 572.0 $
Minimum 0.212$ 172.1 $ 168.8 $ 28.11 " 0.000# 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 93879 $23469 $34095 $ 2244 " 183.0 # 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 1647 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 426.1 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 155517 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 24924 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 33.33" 544.4 " 214.0 " 75.99" 0.00$ 0.00$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 1
2 34.62" 387.3 " 109.3 " 91.45" 0.00$ 0.00$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 2
3 16.86# 278.9 87.83" 74.16" 0.00$ 0.00$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 3
4 3.73$ 209.9 73.27" 53.25" 0.00$ 0.00$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 4
5 0.23$ 159.1 " 59.66" 44.77" 0.00$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 0.00$10039 $ 48.91" 37.62" 21.13$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 0.00$ 2112 " 5680 $ 32.45" 1083 " 0.00$ 0.00$ 0.00# 0.00# 0.00# 186.4 # 0.00# 7
8 0.00$ 877.9 " 985.4 $ 28.86" 1574 " 0.00$ 0.00$ 0.00# 0.00# 0.00# 125.7 " 36.89# 8
9 81.74$ 553.7 " 4205 $ 25.28" 443.8 " 0.00$ 0.00$ 0.00# 0.00# 0.00# 35.13" 16.05 9
10 141.6 " 377.1 " 1338 " 21.02" 216.3 0.00$ 0.00$ 0.00# 0.00# 0.00# 6.71# 802.2 " 10
11 231.0 " 269.7 752.6 " 17.37# 141.3 " 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.18# 213.9 " 11
12 137.1 " 205.2 485.7 " 14.06# 109.3 " 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 115.2 " 12
13 63.95" 160.5 " 355.6 " 11.05# 82.73" 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 224.7 " 13
14 34.94" 136.8 " 275.8 8.82# 64.34" 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.00# 333.5 $ 14
15 172.7 " 110.9 " 243.8 6.33$ 51.01" 0.00$ 0.00$ 0.00# 0.00# 0.00# 151.1 # 3201 $ 15
16 203.2 " 94.11" 579.2 " 4.68$ 40.19" 0.00$ 0.00$ 0.00# 0.00# 0.00# 53.88" 146.0 " 16
17 278.8 " 92.47" 662.5 " 3.40$ 32.04" 0.00$ 0.00$ 0.00# 0.00# 0.00# 2.72# 66.66" 17
18 207.4 " 78.55" 277.9 2.28$ 25.45" 0.00$ 0.00$ 0.00# 0.00# 0.00# 16.86# 35.65" 18
19 562.1 " 63.27" 197.3 0.86$ 19.83# 0.00$ 0.00$ 0.00# 0.00# 0.00# 12.88 93.71" 19
20 240.5 55.57" 156.8 " 0.10$ 16.16# 0.00$ 0.00$ 0.00# 0.00# 0.00# 1.63# 116.7 " 20
21 123.8 " 151.3 " 133.7 " 0.00$ 13.28# 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.01# 5352 $ 21
22 81.99" 49.34" 118.2 " 0.00$ 10.81# 0.00$ 0.00$ 0.00# 0.00# 0.00# 57.70#49524 $ 22
23 171.7 " 106.9 " 1114 " 0.00$ 9.38# 0.00$ 0.00$ 0.00# 0.00# 0.00# 124.6 "48622 $ 23
24 277.7 " 309.8 " 462.3 " 0.00$ 7.82# 0.00$ 0.00$ 0.00# 0.00# 0.00# 71.53"13158 $ 24
25 818.8 " 82.08" 614.2 " 0.00$ 5.85$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 31.24" 9489 $ 25
26 971.7 " 59.66" 355.5 " 0.00$ 4.27$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 19.67" 9937 $ 26
27 464.3 " 718.7 " 220.6 0.00$ 2.43$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 9.77# 6321 $ 27
28 919.3 $ 765.0 " 161.7 " 0.00$ 1.07$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 6.07# 4011 " 28
29 3323 $ 360.8 " 128.2 " 0.00$ 0.54$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 2.42# 2306 " 29
30 1794 " 106.0 " 0.00$ 0.21$ 0.00$ 0.00$ 0.00# 0.00# 0.00# 0.06# 1511 " 30
31 873.1 " 88.27" 0.05$ 0.00$ 0.00# 0.00# 1075 " 31
Mean 395.6 $ 669.3 $ 654.5 $ 18.46 $ 128.3 $ 0.000$ 0.000$ 0.000$ 0.000# 0.000# 30.54 #5055 $
Median 171.7 $ 205.2 $ 243.8 $ 5.506$ 13.28 $ 0.000$ 0.000$ 0.000$ 0.000# 0.000# 4.394# 213.9 $
Maximum 3323 $10039 $ 5680 $ 91.45$ 1574 $ 0.00$ 0.00$ 0.00$ 0.00# 0.00# 186.4 #49524 $
Minimum 0.000$ 49.34 $ 48.91 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000# 0.000# 0.000# 0.000$
Total 12263 $ 19409 $ 20291 $ 553.8$ 3976 $ 0.0$ 0.0$ 0.0$ 0.0# 0.0# 916.3#156708 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 585.0 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 214117 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 49524 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 816.6" 3234 " 2969 " 2022 " 318.3" 65.0" 35.3" 6.6" 0.0# 0.0# 0.0# 0.0# 1
2 692.9" 2947 " 1908 " 1510 " 525.2" 62.5" 33.8" 5.7" 0.0# 0.0# 277.7# 0.0# 2
3 647.3" 3037 " 1435 " 1194 " 475.7" 60.9" 32.7" 5.1" 0.0# 0.0# 22.1" 0.0# 3
4 1410 $ 4703 $ 1159 " 1012 " 338.4" 60.0" 32.1" 4.9" 0.0# 0.0# 6.0" 0.0# 4
5 116452 $ 7951 $ 979.6" 882.8" 269.8 59.8" 31.6" 4.6" 0.0# 0.0# 2.2# 20.6# 5
6 13281 $ 43931 $ 830.3" 787.1" 237.6 59.4" 31.1" 4.3" 0.0# 0.0# 0.5# 703.9" 6
7 5456 $ 37771 $ 726.8" 707.7" 220.5 57.9" 30.2" 4.0" 0.0# 0.0# 0.1# 366.7" 7
8 3273 " 9343 $ 1240 " 644.9" 204.8 56.3" 29.3" 3.7" 0.0# 0.0# 0.0# 137.9" 8
9 2291 " 5950 $ 5032 $ 586.0" 189.2 54.9" 27.8 3.4" 0.0# 0.0# 0.0# 56.7" 9
10 1853 " 35017 $ 2756 " 526.4" 175.2 53.4" 26.3 3.0" 0.0# 17.2# 0.0# 503.4" 10
11 1561 " 8767 $ 8534 $ 479.2" 164.5 51.9" 25.4 2.7" 0.0# 10.7" 0.0# 96.4" 11
12 1972 " 4864 $ 3440 $ 437.1" 155.8" 50.8" 24.0 2.5" 0.0# 3.7" 0.0# 43.8" 12
13 3005 " 15348 $ 19116 $ 402.6" 149.6" 50.4" 22.7 2.4" 0.0# 23.5" 0.0# 33.1" 13
14 2532 " 8550 $ 6796 $ 382.6" 144.5" 50.1" 21.4 2.4" 0.0# 91.8" 0.0# 23.1 14
15 1854 " 51829 $ 3618 " 374.3 140.2" 50.2" 20.2 2.2" 0.0# 40.5" 0.0# 14.8 15
16 1438 " 12757 $ 2587 " 479.9" 135.7" 50.1" 19.5 2.0" 0.0# 23.7" 0.0# 11.6 16
17 2275 " 5969 $ 3670 $ 1619 " 131.0" 49.6" 18.6 1.8" 0.0# 13.4 0.0# 95.2" 17
18 4017 $ 4081 2251 " 820.7" 126.2" 48.2" 17.4 1.4# 0.0# 6.2" 0.0# 719.1" 18
19 3104 " 3485 $ 1692 " 1153 " 122.6" 47.0" 16.1 1.0# 0.0# 2.9" 0.0# 179.4" 19
20 2256 " 5425 $ 1443 " 856.1" 118.3" 46.0" 15.2 0.6# 0.0# 1.0# 0.0# 156.8" 20
21 1671 " 2762 " 4040 $ 537.4" 114.2" 45.1" 14.6 0.4# 0.0# 0.2# 0.0# 1904 " 21
22 1251 " 2791 " 3868 $ 448.8" 110.5" 44.3" 13.5 0.1# 0.0# 0.0# 0.0# 852.6" 22
23 1037 " 3625 $ 1872 " 390.5" 108.0" 43.8" 12.7 0.0# 0.0# 0.0# 0.0# 325.4" 23
24 1062 " 1772 " 1651 $ 425.1" 104.2" 42.8" 12.2 0.0# 0.0# 0.0# 0.0# 170.4" 24
25 14679 $ 1395 " 4356 $ 537.7" 98.2" 42.2" 11.3 0.0# 0.0# 0.0# 0.0# 151.2" 25
26 15318 $ 1635 $ 2002 " 396.5" 92.2" 41.7" 10.5 0.0# 0.0# 0.0# 0.0# 108.3" 26
27 12455 $ 4648 $ 8634 $ 339.7 87.1" 41.0" 9.9 0.0# 0.0# 0.0# 0.0# 71.4" 27
28 4788 $ 5837 $ 7507 $ 289.6 82.3" 39.6" 9.0 0.0# 0.0# 0.0# 0.0# 57.7" 28
29 4853 $ 3824 $ 255.3 78.1" 38.0" 8.4" 0.0# 0.0# 0.0# 0.0# 65.6" 29
30 7853 $ 6769 $ 241.3 73.6" 36.9" 8.0" 0.0# 0.0# 0.0# 0.0# 111.8" 30
31 7051 $ 2847 " 68.9" 7.1" 0.0# 0.0# 82.7" 31
Mean 7813 $10694 $ 3857 $ 691.3 " 172.9 " 49.99" 20.25" 2.09# 0.00# 7.58# 10.28# 227.9 #
Median 2291 $5145 $2847 $ 531.9 " 135.7 " 50.12 " 19.51 " 2.016# 0.000# 0.000# 0.000# 95.18 #
Maximum 116452 $ 51829 $ 19116 $ 2022 " 525.2" 65.0" 35.3" 6.6# 0.0# 91.8# 277.7# 1904 #
Minimum 647.3 $1395 $ 726.8 $ 241.3 " 68.90 " 36.91 " 7.085" 0.000# 0.000# 0.000# 0.000# 0.000#
Total 242207 $299422 $119554 $ 20740 " 5360 " 1500 " 627.8" 64.9# 0.0# 234.8# 308.5# 7064 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1910 $ " ... Relative Uncertainty +/-10%
Ann. Median 54.87 $ # ... Relative Uncertainty +/-15%
Annual Total 697083 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 116452 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 64.03"19530 $ 1918 " 141.9 " 29.05" 13.08 0.26# 0.00# 0.00# 0.00# 0.00# 15.29# 1
2 1646 " 8111 $ 3014 " 125.8 " 27.97 12.13 0.12# 0.00# 0.00# 0.00# 0.00# 15.59" 2
3 1635 " 4590 $ 1481 " 128.2 " 26.57" 11.39 0.03# 0.00# 0.00# 0.00# 0.00# 107.1 " 3
4 1045 " 3100 " 1218 " 99.99" 25.64 10.04 0.00# 0.00# 0.00# 0.00# 0.00# 271.7 " 4
5 699.8 " 2289 " 1133 " 78.36" 25.22 8.97 0.00# 0.00# 0.00# 0.00# 0.00# 29.91" 5
6 516.0 " 2663 " 860.1 " 67.57" 24.70 8.12" 0.00# 0.00# 0.00# 0.00# 0.00# 28.12" 6
7 324.8 " 2054 " 705.1 " 62.96" 23.53 7.21" 0.00# 0.00# 0.00# 0.00# 0.00# 17.56 7
8 666.2 $ 1805 " 589.7 " 63.20" 22.44 6.70" 0.00# 0.00# 0.00# 0.00# 0.00# 7.78" 8
9 4748 $ 1713 " 499.4 " 60.14" 21.11 6.79" 0.00# 0.00# 0.00# 0.00# 0.00# 2.83" 9
10 2970 " 1552 " 437.1 " 57.76" 19.78 6.88" 0.00# 0.00# 0.00# 0.00# 0.00# 0.62# 10
11 1596 " 1120 " 409.0 " 55.58" 19.34 7.00" 0.00# 0.00# 0.00# 0.00# 0.00# 0.10# 11
12 965.9 " 943.7 " 404.3 " 53.76" 18.98 7.11" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 728.7 " 1623 " 348.0 52.14" 17.94 7.11" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 665.0 " 1141 " 296.4 51.31" 16.86 6.58" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 1507 " 879.1 " 256.4 51.85" 15.43 6.46" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 1253 " 1003 " 226.8 69.48" 14.53 6.45" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 2444 " 1743 " 204.7 67.75" 13.88 6.40" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 2194 " 1392 " 185.7 59.23" 14.13 5.81" 0.00# 0.00# 0.00# 0.00# 0.02# 0.00# 18
19 1192 " 1237 " 168.7 52.99" 14.64 5.20" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 2759 " 983.2 " 158.3 48.52" 15.03 4.57" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 1229 " 863.1 " 156.6 45.81" 15.86 3.86" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 1707 " 697.8 " 151.4 " 43.62" 16.38 3.22" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 2008 " 595.7 " 140.4 " 41.82" 16.36 2.57" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 938.2 " 518.8 " 128.5 " 39.98" 16.38 2.14" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 1054 " 455.6 " 117.4 " 38.57" 16.42 1.69" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 15015 $ 1442 " 108.5 " 36.80" 16.60 1.40# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 7763 $ 1219 " 101.1 " 35.24" 16.84 1.02# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 16232 $ 2126 " 92.89" 34.08" 16.62 0.74# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 46102 $ 84.63" 32.43" 15.97 0.63# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 28126 $ 79.91" 30.78" 14.94 0.43# 0.00# 0.00# 0.00# 0.00# 0.00# 236.7 # 30
31 34763 $ 79.77" 13.94 0.00# 0.00# 0.00# 52.98" 31
Mean 5953 $2407 $ 508.2 " 60.92 " 18.81 " 5.723# 0.014# 0.000# 0.000# 0.000# 0.001# 25.37 #
Median 1596 $1417 $ 226.8 " 53.38 " 16.62 " 6.453# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 46102 $19530 $ 3014 " 141.9 " 29.05" 13.08# 0.26# 0.00# 0.00# 0.00# 0.02# 271.7 #
Minimum 64.03 $ 455.6 $ 79.77 " 30.78 " 13.88 " 0.426# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 184555 $ 67390 $ 15753 " 1828 " 583.1" 171.7# 0.4# 0.0# 0.0# 0.0# 0.0# 786.4#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 742.7 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.220$ # ... Relative Uncertainty +/-15%
Annual Total 271067 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 46102 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 97.52 "1868 " 31.07 " 4.875" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 25.83 " 470.5 " 38.50 " 2.455" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 12.90 157.5 " 65.27 " 0.943# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 264.0 " 75.36 " 35.16 " 0.242# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 171.5 " 48.62 " 28.84 " 0.047# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 1321 " 73.26 " 20.75 0.005# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 553.1 " 28.33 " 18.52 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 121.9 " 19.80 12.06 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 59.31 " 621.8 " 6.950" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 41.21 " 455.7 " 4.776" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 46.92 " 186.0 " 5.046" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 24.01 " 90.85 " 6.904" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 41.38 " 54.87 " 4.864" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 22.13 39.44 " 5.010" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 12.48 29.23 " 218.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15
16 12.09 " 64.80 " 138.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 16
17 94.85 " 189.0 " 41.69 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17
18 135.1 " 109.4 " 33.58 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 66.41 " 247.5 " 44.87 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19
20 40.85 "1295 " 38.37 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 20
21 24.72 " 492.7 " 26.57 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21
22 40.80 " 197.8 " 84.44 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 22
23 342.7 " 988.9 " 69.76 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23
24 697.6 " 260.9 " 275.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 24
25 203.0 " 123.3 " 63.23 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 25
26 116.0 " 71.94 " 68.40 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 49.74 # 0.000# 0.000# 26
27 63.47 " 54.40 " 150.7 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.264# 0.000# 0.000# 27
28 83.16 " 38.40 " 59.31 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.252# 28
29 29.23 " 32.05 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.001# 29
30 18.61 17.62 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 30
31 311.3 " 9.006" 0.000# 0.000# 0.000# 0.000# 778.3 $ 31
Mean 164.3 " 298.3 " 53.44 " 0.286# 0.000# 0.000# 0.000# 0.000# 0.000# 1.613# 0.000# 25.15 $
Median 63.47 " 116.4 " 33.58 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Maximum 1321 "1868 " 275.8 " 4.875# 0.000# 0.000# 0.000# 0.000# 0.000# 49.74 # 0.000# 778.3 $
Minimum 12.09 " 19.80 " 4.776" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 5095 "8353 "1657 " 8.566# 0.000# 0.000# 0.000# 0.000# 0.000# 50.00 # 0.000# 779.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.68 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 15943 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1868 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 268.9 " 45.55"81715 $ 23.49 3.65" 6.61# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 84.59" 33.84"66703 $ 23.60 2.66" 7.33" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 59.87" 26.61" 6850 $ 20.48 1.83" 5.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 2.15# 135.3 " 3361 " 16.41 1.29# 4.36" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 13.42# 372.9 " 2053 " 14.10 0.88# 3.75" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 119.7 " 178.7 " 1352 " 12.70 0.54# 3.31" 0.00# 0.00# 0.00# 0.00# 0.00# 10.37# 6
7 1100 " 98.95" 986.6 " 20.72" 0.37# 2.93" 0.00# 0.00# 0.00# 0.00# 0.00# 2179 $ 7
8 797.5 " 73.22" 765.1 " 864.2 " 0.23# 2.54" 0.00# 0.00# 0.00# 0.00# 0.00# 9792 $ 8
9 243.4 46.99" 605.5 " 129.4 " 0.23# 1.97" 0.00# 0.00# 0.00# 0.00# 0.00# 2959 $ 9
10 643.3 $ 32.85" 491.4 " 71.67" 0.17# 1.29# 0.00# 0.00# 0.00# 0.00# 0.00# 1333 " 10
11 5879 $ 472.5 " 399.6 " 64.88" 0.11# 0.73# 0.00# 0.00# 0.00# 0.00# 0.00# 627.0 " 11
12 1028 " 1597 " 326.9 57.08" 0.07# 0.42# 0.00# 0.00# 0.00# 0.00# 0.00# 758.4 " 12
13 306.0 " 515.0 " 272.2 50.68" 0.02# 0.24# 0.00# 0.00# 0.00# 0.00# 0.00# 458.6 " 13
14 141.9 " 216.4 " 228.4 40.27" 0.00# 0.11# 0.00# 0.00# 0.00# 0.00# 0.00# 281.9 14
15 76.88" 116.2 " 194.5 30.97" 0.00# 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 192.1 15
16 48.28" 66.41" 163.5 " 22.92 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 128.6 " 16
17 34.56" 961.2 " 138.2 " 18.08 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 87.54" 17
18 1099 " 4779 $ 118.1 " 14.83 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 170.6 " 18
19 454.3 " 2026 " 100.9 " 12.98 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 140.3 " 19
20 203.9 " 1515 " 86.79" 11.45 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2210 $ 20
21 1063 " 934.0 " 75.15" 10.20 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#80262 $ 21
22 506.7 " 495.5 " 66.38" 9.30 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9371 $ 22
23 165.4 " 336.1 " 59.25" 8.38" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3112 " 23
24 84.16" 234.6 53.86" 7.50" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2179 $ 24
25 54.67" 167.5 " 48.79" 6.78" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3804 $ 25
26 2090 $ 123.5 " 43.58" 6.22" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1442 " 26
27 383.3 " 251.9 " 39.14" 5.79" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 998.5 " 27
28 249.9 " 239.0 35.28" 5.48" 0.18# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3210 $ 28
29 283.5 " 217.9 32.91" 5.02" 0.12# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4454 $ 29
30 134.2 " 29.13" 4.86" 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1858 " 30
31 70.76" 25.81 0.00# 0.00# 0.00# 0.00# 1077 " 31
Mean 570.7 $ 562.4 $5401 $ 53.02 " 0.400# 1.372# 0.000# 0.000# 0.000# 0.000# 0.000#4293 $
Median 243.4 $ 217.9 $ 163.5 $ 15.62 " 0.024# 0.019# 0.000# 0.000# 0.000# 0.000# 0.000# 998.5 $
Maximum 5879 $ 4779 $81715 $ 864.2 " 3.65# 7.33# 0.00# 0.00# 0.00# 0.00# 0.00#80262 $
Minimum 2.151$ 26.61 $ 25.81 $ 4.863" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 17690 $ 16309 $167421 $ 1590 " 12.4# 41.2# 0.0# 0.0# 0.0# 0.0# 0.0#133096 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 918.5 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 336160 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 81715 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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
1 804.0" 10100 $ 484.6" 919.1" 103.6" 35.2" 19.9 0.3# 0.0# 0.0# 0.0# 0.0# 1
2 609.6" 39178 $ 433.1" 791.8" 99.0" 35.6" 17.7 0.2# 0.0# 0.0# 0.0# 0.0# 2
3 502.8" 8340 $ 406.4" 707.7" 94.1" 35.1" 16.3 0.1# 0.0# 0.0# 0.0# 0.0# 3
4 368.4" 6041 $ 405.0" 640.3" 90.7" 35.5" 14.0 0.0# 0.0# 0.0# 0.0# 0.0# 4
5 282.9 3497 " 332.6 573.1" 85.2" 35.0" 12.4 0.1# 0.0# 0.0# 0.0# 0.0# 5
6 260.1 2466 " 326.2 514.6" 79.9" 33.2" 11.9 0.1# 0.0# 0.0# 0.0# 0.0# 6
7 621.3" 2256 " 289.9 474.5" 77.3" 31.2" 10.8 0.0# 0.0# 0.0# 0.0# 286.4# 7
8 386.3" 1526 " 253.2 445.1" 76.8" 29.6" 9.6 0.0# 0.0# 0.0# 0.0# 136.9" 8
9 268.8 1433 " 846.6" 421.1" 74.3" 28.1" 8.5" 0.0# 0.0# 0.0# 0.0# 37.5" 9
10 202.6 1282 " 612.1" 399.9" 69.8" 26.5 8.1" 0.0# 0.0# 0.0# 0.0# 15.4" 10
11 150.8" 1226 " 929.9" 371.2" 66.3" 26.2 8.3" 0.0# 0.0# 0.0# 0.0# 5.8" 11
12 119.6" 930.5" 1501 " 340.5 63.5" 26.8" 8.2" 0.0# 0.0# 0.0# 0.0# 1.6# 12
13 94.7" 782.1" 3403 $ 315.6 58.3" 25.3 7.8" 0.0# 0.0# 0.0# 0.0# 0.7# 13
14 251.4" 694.4" 7936 $ 291.0 56.6" 26.0" 7.7" 0.0# 0.0# 0.0# 0.0# 4.1# 14
15 316.8" 1325 " 5356 $ 272.7 55.9" 27.4" 7.3" 0.0# 0.0# 0.0# 0.0# 63.2" 15
16 103.1" 1461 " 5379 $ 246.6 51.6" 25.8 6.9" 0.0# 0.0# 0.0# 0.0# 25.3" 16
17 71.1" 894.5" 17646 $ 222.9 51.2" 25.2 6.6" 0.0# 0.0# 0.0# 0.0# 10.6" 17
18 60.2" 724.2" 34524 $ 203.2 52.0" 25.1 6.1" 0.0# 0.0# 0.0# 0.0# 4.3" 18
19 50.8" 633.1" 21356 $ 185.2 52.2" 24.2 5.8" 0.0# 0.0# 0.0# 0.0# 4.3" 19
20 41.7" 571.8" 30570 $ 176.2 50.6" 23.1 5.2" 0.0# 0.0# 0.0# 0.0# 3.2" 20
21 33.9" 589.3" 10343 $ 170.2 49.1" 22.2 4.4" 0.0# 0.0# 0.0# 0.0# 1.4# 21
22 28.9" 520.0" 7717 $ 166.0 47.7" 21.9 3.9" 0.0# 0.0# 0.0# 0.0# 156.3" 22
23 34.7" 428.8" 4391 $ 155.0" 48.4" 21.5 3.3" 0.0# 0.0# 0.0# 0.0# 657.3" 23
24 58.5" 379.4" 5068 $ 142.6" 49.2" 21.3 2.7" 0.0# 0.0# 0.0# 0.0# 384.4" 24
25 38.3" 413.3" 3257 " 131.2" 47.8" 20.7 1.9" 0.0# 0.0# 0.0# 0.0# 162.8" 25
26 36.5" 3086 $ 5553 $ 123.9" 46.3" 21.0 1.6" 0.0# 0.0# 0.0# 0.0# 93.1" 26
27 1375 " 980.3" 3456 " 119.9" 45.3" 21.1 1.6" 0.0# 0.0# 0.0# 0.0# 64.0" 27
28 6717 $ 598.6" 2278 " 115.5" 44.3" 20.6 1.3# 0.0# 0.0# 0.0# 0.0# 102.0" 28
29 17704 $ 1697 " 111.9" 43.0" 21.3 0.9# 0.0# 0.0# 0.0# 0.0# 967.6" 29
30 231012 $ 1336 " 107.9" 38.8" 21.1 0.6# 0.0# 0.0# 0.0# 0.0# 331.5" 30
31 36578 $ 1089 " 35.9" 0.5# 0.0# 0.0# 146.4" 31
Mean 9651 $3298 $5780 $ 328.5 " 61.45 " 26.43 " 7.158# 0.025# 0.000# 0.000# 0.000# 118.3 #
Median 251.4 $1103 $2278 $ 259.6 " 52.22 " 25.54 " 6.855# 0.000# 0.000# 0.000# 0.000# 15.39 #
Maximum 231012 $ 39178 $ 34524 $ 919.1" 103.6" 35.6" 19.9# 0.3# 0.0# 0.0# 0.0# 967.6#
Minimum 28.86 $ 379.4 $ 253.2 $ 107.9 " 35.94 " 20.65 " 0.521# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 299184 $ 92358 $179176 $ 9856 " 1905 " 792.8" 221.9# 0.8# 0.0# 0.0# 0.0# 3666 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1609 $ " ... Relative Uncertainty +/-10%
Ann. Median 25.24 $ # ... Relative Uncertainty +/-15%
Annual Total 587161 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 231012 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph 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 77.13"77962 $ 6587 $ 431.3 " 133.4 " 32.92" 4.35" 0.00# 0.00# 0.00# 0.00# 756.7 " 1
2 53.21"14084 $ 5107 $ 393.8 " 130.6 " 30.84" 3.88" 0.00# 0.00# 16.97# 0.00# 480.8 " 2
3 48.66" 8845 $ 3447 " 362.8 " 127.7 " 29.68" 3.37" 0.00# 0.00# 24.25" 0.00# 332.5 " 3
4 59.53" 7866 $ 2495 " 338.5 " 123.8 " 45.54" 2.88" 0.00# 0.00# 9.14" 0.00# 231.6 4
5 39.49"17704 $ 1958 " 314.7 " 120.0 " 55.86" 2.49" 0.00# 0.00# 1.49# 0.00# 171.3 " 5
6 302.0 " 9858 $ 1664 " 284.1 " 117.4 " 55.19" 2.13" 0.00# 0.00# 0.14# 0.00# 127.8 " 6
7 146.7 " 5052 $ 1398 " 265.1 " 115.2 " 49.74" 1.81" 0.00# 0.00# 0.00# 0.00# 93.30" 7
8 64.64" 3311 " 1457 " 250.2 " 113.2 " 45.86" 1.51" 0.00# 0.00# 0.00# 0.00# 70.73" 8
9 40.80" 3094 " 1921 " 246.1 " 109.7 " 42.03" 1.23# 0.00# 0.00# 0.00# 0.00# 56.85" 9
10 33.00" 2484 " 1971 " 226.4 " 105.4 " 38.23" 0.95# 0.00# 0.00# 0.00# 0.00# 44.97" 10
11 22.69" 1881 " 1227 " 213.5 " 99.44" 34.25" 0.70# 0.00# 0.00# 0.00# 0.00# 37.78" 11
12 13.87" 2057 " 938.7 " 205.8 " 95.69" 29.98" 0.48# 0.00# 0.00# 0.00# 0.00# 30.87" 12
13 9.70" 2570 " 670.3 " 200.1 " 91.74" 26.10" 0.34# 0.00# 0.00# 0.00# 0.00# 25.26" 13
14 34.72" 1782 " 529.5 " 273.0 " 88.12" 22.91" 0.23# 0.00# 0.00# 0.00# 0.00# 20.24 14
15 6616 $ 2303 " 518.2 " 404.1 " 85.02" 20.68" 0.13# 0.00# 0.00# 0.00# 0.00# 17.53 15
16 14927 $ 2588 " 420.9 " 287.8 " 81.45" 18.96" 0.06# 0.00# 0.00# 0.00# 0.00# 16.86 16
17 4627 $ 1623 " 434.7 " 248.7 " 78.32" 17.37" 0.02# 0.00# 0.00# 0.00# 0.00# 36.16" 17
18 1771 " 1250 " 1331 " 226.7 " 76.00" 15.91" 0.00# 0.00# 0.00# 0.00# 0.00# 13.64 18
19 1206 " 1015 " 1327 " 210.8 " 72.14" 14.55" 0.00# 0.00# 0.00# 0.00# 0.00# 7.30" 19
20 4590 $ 844.0 " 935.1 " 200.3 " 67.78" 13.32" 0.00# 0.00# 0.00# 0.00# 0.00# 12.64" 20
21 3912 $ 704.5 " 721.7 " 191.9 " 64.20" 12.16" 0.00# 0.00# 0.00# 0.00# 0.00# 30.43" 21
22 2720 " 633.9 " 574.1 " 182.9 " 60.25" 11.09" 0.00# 0.00# 0.00# 0.00# 111.4 # 22.53 22
23 2471 $ 594.8 " 435.3 " 174.7 " 56.28" 10.07" 0.00# 0.00# 0.00# 0.00# 422.7 " 17.00 23
24 11663 $ 580.4 " 337.0 " 166.4 " 53.26" 9.08" 0.00# 0.00# 0.00# 0.00# 2459 $ 12.32 24
25 6356 $ 2087 " 2227 " 163.0 " 49.54" 8.18" 0.00# 0.00# 0.00# 0.00# 8739 $ 9.04" 25
26 5986 $ 1828 " 1209 " 158.6 " 45.63" 7.44" 0.00# 0.00# 0.00# 0.00# 4474 $ 9.17" 26
27 2960 " 1121 " 811.1 " 152.6 " 41.73" 6.74" 0.00# 0.00# 0.00# 0.00# 6771 $ 20.43" 27
28 2320 " 913.6 " 675.1 " 147.2 " 38.21" 6.03" 0.00# 0.00# 0.00# 0.00# 2265 " 72.96" 28
29 1676 " 599.0 " 142.6 " 36.37" 5.40" 0.00# 0.00# 0.00# 0.00# 1857 "13708 $ 29
30 8472 $ 532.9 " 138.3 " 35.20" 4.83" 0.00# 0.00# 0.00# 0.00# 1631 "62389 $ 30
31 64943 $ 468.2 " 34.05" 0.00# 0.00# 0.00# 66852 $ 31
Mean 4779 $6308 $1449 $ 240.1 " 82.16 " 24.03 " 0.858# 0.000# 0.000# 1.677# 957.7 $4701 $
Median 1676 $2072 $ 938.7 $ 220.0 " 81.45 " 19.82 " 0.064# 0.000# 0.000# 0.000# 0.000$ 36.16 $
Maximum 64943 $77962 $ 6587 $ 431.3 " 133.4 " 55.86" 4.35# 0.00# 0.00# 24.25# 8739 $66852 $
Minimum 9.699$ 580.4 $ 337.0 $ 138.3 " 34.05 " 4.828" 0.000# 0.000# 0.000# 0.000# 0.000$ 7.303$
Total 148164 $176638 $ 44928 $ 7202 " 2547 " 721.0" 26.6# 0.0# 0.0# 52.0# 28731 $145728 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1520 $ " ... Relative Uncertainty +/-10%
Ann. Median 30.87 $ # ... Relative Uncertainty +/-15%
Annual Total 554736 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 77962 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 803001 Lennard River - Mt Joseph Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 210254 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 37164 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 18674 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 13800 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 14700 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 6520 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 5032 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 3461 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 2714 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 2203 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1763 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 1601 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 19598 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 13467 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 7526 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 5362 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 5950 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 9498 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 5748 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 11978 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 13989 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 4975 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 3620 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 4161 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 12253 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 4361 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 16937$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 6235 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 210254$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 1601 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 440369$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 5 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16937 $ " ... Relative Uncertainty +/-10%
Ann. Median 6235 $ $ ... Relative Uncertainty +/-20%
Annual Total 440369 $ [ ... Not Available
Missing Days 339
Maximum Minimum
Daily 210254 $ 1601 $