Water Information Reporting
Copyright © Government of Western Australia
Information supplied by the Department of Water and Environmental Regulation is protected by the Copyright Act 1968. That copyright belongs to the State of Western Australia.
Apart from any fair dealing for the purpose of private study, research, criticism or review, as permitted under the Copyright Act 1968, no part may be
reproduced or reused for any purpose without the written permission of the Department of Water and Environmental Regulation. Please click on the Copyright
link for full details.
Disclaimer / limitation of liability
The information contained herein is provided by the Department of Water and Environmental Regulation in good faith as a public service.
However, the Department does not guarantee the accuracy of this information, and it is the responsibility of recipients to make their own enquiries
as to its accuracy, currency and appropriateness. Telemetered data is provisional only and has not been verified for accuracy. If any aspect of this information is of significance to you, you should
discuss your particular circumstances with the Department. Please click on the Disclaimer
link for full details.
Should you require further information or technical assistance, please contact one of our water information officers.
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 55.02 $ 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.990$ 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.002$ 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.809$ 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 67.87 $ 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29.80 $ 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28.23 $ 30
31 [ ] [ ] [ ] [ ] [ ] [ ] 0.312$ 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11.44 $
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.001$
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 67.87 $
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000$
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 183.0 $
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 11.44 $ $ ... Relative Uncertainty +/-20%
Ann. Median 0.001$ [ ... Not Available
Annual Total 183.0 $
Missing Days 349
Maximum Minimum
Daily 67.87 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 0.01$ 677.4 " 6784 $ 95.11" 12.18" 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 1
2 48.92$ 480.5 " 4244 # 84.33" 10.64# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 2
3 17.50$ 332.6 "19087 $ 70.16" 8.40# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 3
4 1.12$ 245.8 "15274 $ 61.60" 7.73# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 4
5 0.02$ 185.6 " 7499 $ 55.84" 7.20# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 5
6 0.00$ 2902 # 7541 $ 52.93" 6.36# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 6
7 0.00$ 2834 $31643 & 49.20" 5.80# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 7
8 0.00$47447 & 6598 $ 45.30" 5.23# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 8
9 0.00$16859 $ 3980 # 40.88" 4.95# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 9
10 0.00$ 9081 $ 2851 # 37.87" 4.41$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 10
11 0.00$ 4515 # 2117 # 36.50" 4.47$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 11
12 2.56$ 2996 # 1582 # 35.27" 4.18$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 12
13 269.8 " 2811 # 1169 # 34.63" 3.54$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 13
14 80.58" 7841 $ 930.5 " 33.80" 3.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 14
15 128.6 "24826 & 759.9 " 31.35" 2.46$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 15
16 40.10"47512 & 625.6 " 31.28" 2.42$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 16
17 142.0 "58586 & 550.4 " 30.82" 2.39$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 17
18 134.0 "12000 $ 1513 # 30.09" 2.15$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 18
19 1789 # 5878 # 634.7 " 29.01" 2.09$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 19
20 3606 # 4733 $ 448.9 " 28.04" 2.09$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 116.3 $ 20
21 456.9 "12879 $ 364.1 " 26.66" 1.94$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 754.8 # 21
22 3112 #16183 $ 314.0 " 25.09" 1.94$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 93.62" 22
23 92550 & 6473 $ 300.4 " 23.52" 1.60$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 171.1 " 23
24 18339 $ 3989 # 268.1 " 24.53" 0.92$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 54.39" 24
25 65316 & 2476 # 218.3 " 22.47" 0.39$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 28.08" 25
26 9918 $ 1780 # 188.4 " 20.10" 0.16$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 2234 # 26
27 3726 # 2192 # 165.4 " 17.16" 0.07$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 624.0 # 27
28 1907 #16254 & 147.1 " 14.20" 0.04$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 171.8 " 28
29 1094 # 132.2 " 13.83" 0.02$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 57.30" 29
30 1097 # 120.7 " 13.92" 0.01$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 106.0 " 30
31 906.3 # 106.7 " 0.00$ 0.00$ 0.00$ 0.00$ 72.32" 31
Mean 6603 &11249 & 3811 & 37.18" 3.51$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 144.6 $
Median 134.0 &4624 & 759.9 & 31.31 " 2.418$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 92550 &58586 &31643 & 95.11" 12.18$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 2234 $
Minimum 0.000& 185.6 & 106.7 & 13.83 " 0.001$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 204682 &314970 &118156 & 1115 " 108.8$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 4483 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1763 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 643516 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 92550 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 21.02" 3004 # 698.6 " 206.8 " 52.13" 40.08" 8.13# 0.55$ 0.00$ 0.00$ 0.00$ 36.59$ 1
2 9.55$ 918.3 # 420.2 " 183.7 " 44.11" 35.75" 6.90# 0.22$ 0.00$ 0.00$ 0.00$ 12.15$ 2
3 2.14$17080 &10711 $ 178.0 " 39.03" 35.17" 6.33# 0.04$ 0.00$ 0.00$ 0.00$ 1.27$ 3
4 0.41$23151 & 3795 # 184.4 " 51.02" 34.59" 5.82# 0.01$ 0.00$ 0.00$ 0.22$ 0.27$ 4
5 0.06$ 4215 # 2070 # 146.0 " 271.4 " 32.89" 5.43# 0.00$ 0.00$ 0.00$ 0.22$ 0.09$ 5
6 0.00$ 2436 # 1850 # 124.2 " 188.7 " 31.29" 4.71$ 0.00$ 0.00$ 0.00$ 0.00$ 0.04$ 6
7 0.00$ 1534 #13845 $ 110.5 " 113.6 " 29.86" 4.00$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 7
8 7.11$ 1804 # 4397 # 102.8 " 67.82" 28.55" 3.51$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 8
9 46.69" 2942 # 3509 # 101.5 " 47.31" 26.11" 2.88$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 9
10 712.6 # 2313 #47499 & 86.23" 42.35" 24.18" 2.18$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 10
11 42.83" 1075 #17457 $ 70.04" 39.48" 21.81" 1.46$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 11
12 22.21" 700.2 " 6279 # 59.62" 36.42" 20.32" 1.01$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 12
13 15.51" 570.0 " 4647 # 53.49" 34.78" 19.34" 0.97$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 13
14 6.87$ 520.8 " 4641 # 50.85" 32.83" 18.84" 1.08$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 14
15 2.26$ 2382 # 3035 # 50.24" 30.32" 18.29" 1.09$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 15
16 0.37$ 1362 # 2012 # 46.96" 28.71" 17.30" 1.09$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 16
17 0.03$ 719.8 " 1461 # 45.54" 27.48" 16.19" 1.41$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 17
18 0.00$ 679.7 # 1087 # 45.43" 25.66" 15.37" 3.58$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 18
19 19.79$ 1905 # 927.4 # 43.98" 24.23" 13.94" 4.77$ 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 19
20 218.6 # 697.4 " 3120 # 41.53" 238.3 " 13.29" 7.84# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 20
21 7359 $ 3238 # 1943 # 40.14" 596.9 " 13.17" 11.29# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 21
22 3467 # 5555 # 932.7 # 38.64" 398.7 " 12.52" 12.15" 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 22
23 759.8 # 2185 # 695.0 " 36.14" 212.9 " 11.00" 10.93" 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 23
24 379.9 " 2399 # 579.2 " 34.60" 137.1 " 9.69# 11.75" 0.00$ 0.00$ 0.00$ 0.00$ 188.4 $ 24
25 217.5 " 1587 # 491.9 " 33.02" 102.3 " 9.46# 11.59# 0.00$ 0.00$ 0.00$ 0.00$ 26.85" 25
26 126.5 " 908.2 # 438.8 " 33.21" 84.89" 9.46# 8.58# 0.00$ 0.00$ 0.00$ 0.00$ 4.48$ 26
27 75.68" 671.6 " 612.9 " 72.31" 68.70" 9.46# 6.05# 0.00$ 0.00$ 0.00$ 0.00$ 0.54$ 27
28 99.38" 535.8 " 428.9 " 99.79" 56.72" 9.46# 4.29$ 0.00$ 0.00$ 0.00$ 0.00$ 0.10$ 28
29 2106 # 467.1 " 348.2 " 52.65" 50.44" 9.41# 3.06$ 0.00$ 0.00$ 0.00$ 474.3 $ 0.03$ 29
30 2587 # 287.1 " 51.29" 46.24" 8.93# 2.00$ 0.00$ 0.00$ 0.00$ 16.45$ 0.00$ 30
31 5778 $ 240.0 " 42.74" 1.28$ 0.00$ 0.00$ 0.00$ 31
Mean 776.9 $3019 &4531 & 80.79 " 104.3 " 19.86 # 5.070$ 0.027$ 0.000$ 0.000$ 16.37 $ 8.738$
Median 22.21 $1587 &1850 & 53.07 " 50.44 " 17.80 # 4.292$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 7359 $23151 &47499 & 206.8 " 596.9 " 40.08# 12.15$ 0.55$ 0.00$ 0.00$ 474.3 $ 188.4 $
Minimum 0.001$ 467.1 & 240.0 & 33.02 " 24.23 " 8.925# 0.968$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 24084 $ 87556 &140458 & 2424 " 3233 " 595.7# 157.2$ 0.8$ 0.0$ 0.0$ 491.2$ 270.9$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 708.4 & " ... Relative Uncertainty +/-10%
Ann. Median 8.352& # ... Relative Uncertainty +/-15%
Annual Total 259271 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 47499 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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" 3906 # 486.2# 187.6# 38.4# 10.2# 0.8$ 0.0$ 0.0$ 0.0$ 0.0$ 1
2 0.0$ 34.0" 4973 $ 473.1# 180.9# 36.1# 9.9# 0.7$ 0.0$ 0.0$ 0.0$ 0.0$ 2
3 0.0$ 31.7" 7405 $ 460.2# 174.4# 33.9# 9.9# 0.6$ 0.0$ 0.0$ 0.0$ 0.0$ 3
4 0.0$ 33.7" 4520 # 447.5# 168.0# 31.9# 9.3# 0.5$ 0.0$ 0.0$ 0.0$ 0.0$ 4
5 0.0$ 62.8" 2641 # 435.0# 161.7# 29.9# 8.5# 0.5$ 0.0$ 0.0$ 0.0$ 0.0$ 5
6 0.0$ 177.2" 12918 $ 422.8# 155.6# 28.1# 8.5# 0.4$ 0.0$ 0.0$ 0.0$ 0.0$ 6
7 0.0$ 8541 $145183 & 410.8# 149.7# 27.4# 8.5# 0.3$ 0.0$ 0.0$ 0.0$ 0.0$ 7
8 0.1$ 5890 # 45855 & 399.2# 143.8# 26.1" 8.5# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 8
9 314.9$ 2946 # 11165 $ 387.8# 138.2# 25.4" 8.4# 0.2$ 0.0$ 0.0$ 0.0$ 0.0$ 9
10 38142 & 1620 # 6376 # 376.6# 132.6# 23.8" 8.2# 0.1$ 0.0$ 0.0$ 0.0$ 0.0$ 10
11 22932 & 1038 # 4564 # 365.7# 127.2# 23.8" 8.0# 0.1$ 0.0$ 0.0$ 0.0$ 0.0$ 11
12 5076 $ 2730 # 4922 # 354.9# 121.9# 23.4" 7.4# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 12
13 1733 # 34066 & 4427 # 344.3# 116.8# 21.8" 7.0# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 13
14 846.3# 21009 & 4817 # 333.9# 111.8# 21.8" 6.7# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 14
15 533.1" 5510 # 15518 $ 323.7# 106.9# 21.8" 6.3# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 15
16 384.2" 3415 # 4610 # 313.6# 102.1# 20.8" 5.9# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 16
17 1169 # 10017 $ 3116 # 303.8# 97.5# 19.8" 5.4# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 17
18 843.8# 3741 # 2357 # 294.2# 93.0# 19.2" 5.2# 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 18
19 2017 # 2685 # 1835 # 284.7# 88.6# 18.8" 4.8$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 19
20 1172 # 3544 # 1413 # 275.4# 84.0# 18.5" 4.5$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 20
21 1031 # 2523 # 1124 # 266.3# 78.9# 17.6" 3.9$ 0.0$ 0.0$ 0.0$ 0.0$ 0.0$ 21
22 471.0" 20299 $ 921.5" 257.4# 73.8# 17.2" 3.2$ 0.0$ 0.0$ 0.0$ 0.0$ 140.0$ 22
23 507.6" 9302 $ 806.7" 248.7# 68.9# 16.4" 2.7$ 0.0$ 0.0$ 0.0$ 0.0$ 2654 $ 23
24 364.3" 5268 # 700.2" 240.1# 63.9# 15.0" 2.2$ 0.0$ 0.0$ 0.0$ 0.0$ 3905 $ 24
25 542.9" 4414 # 597.7# 231.8# 59.4# 14.2" 2.0$ 0.0$ 0.0$ 0.0$ 0.0$ 4451 # 25
26 240.2" 3233 # 569.5# 223.6# 55.6# 13.4" 1.8$ 0.0$ 0.0$ 0.0$ 0.0$ 500.2# 26
27 178.9" 7711 $ 555.1# 215.8# 52.1# 13.0" 1.6$ 0.0$ 0.0$ 0.0$ 0.0$ 148.3" 27
28 135.9" 4434 # 540.8# 208.5# 48.8# 12.6" 1.5$ 0.0$ 0.0$ 0.0$ 0.0$ 64.9" 28
29 102.2" 526.9# 201.4# 45.8# 11.6" 1.3$ 0.0$ 0.0$ 0.0$ 0.0$ 40.1" 29
30 73.3" 513.1# 194.4# 43.3# 10.8" 1.2$ 0.0$ 0.0$ 0.0$ 0.0$ 28.7" 30
31 50.3" 499.5# 40.8# 1.0$ 0.0$ 0.0$ 16.4" 31
Mean 2544 &5868 &9673 & 326.0 # 105.6 # 21.75 # 5.600$ 0.147$ 0.000$ 0.000$ 0.000$ 385.4 $
Median 364.3 &3479 &3116 & 318.6 # 102.1 # 21.28 # 5.891$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 38142 & 34066 &145183 & 486.2# 187.6# 38.4# 10.2$ 0.8$ 0.0$ 0.0$ 0.0$ 4451 $
Minimum 0.000& 31.71 & 499.5 & 194.4 # 40.76 # 10.85 # 0.991$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 78861 &164314 &299873 & 9781 # 3273 # 652.4# 173.6$ 4.6$ 0.0$ 0.0$ 0.0$ 11948 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1559 & " ... Relative Uncertainty +/-10%
Ann. Median 10.85 & # ... Relative Uncertainty +/-15%
Annual Total 568881 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 145183 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 9.932# 11.65 & 1.204& 0.000$ 0.561$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1
2 5.018$ 11.48 & 0.791& 0.000$ 0.369$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2
3 2.913$ 10.26 & 0.608& 0.000$ 0.205$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3
4 1.831$ 9.546& 0.399& 0.000$ 0.061$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4
5 1.538$ 8.670& 0.220& 0.000$ 0.018$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5
6 1.539$ 7.458& 0.094& 0.000$ 0.004$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6
7 1.379$ 102.6 & 0.039$ 0.000$ 0.008$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7
8 1.205$ 921.2 & 39.25 $ 0.000$ 0.137$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 8
9 1.049$2442 & 625.5 # 0.000$ 646.9 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 9
10 0.848$1979 & 365.0 " 0.000$ 357.1 # 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 10
11 0.624$ 280.5 & 122.6 " 0.000$ 29.56 " 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11
12 0.514$ 818.1 & 240.8 " 0.000$ 12.01 # 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 12
13 0.347$ 477.0 & 148.6 " 0.000$ 4.306$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 13
14 0.279$ 217.4 & 143.2 " 0.000$ 2.106$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 14
15 302.5 & 153.3 & 51.80 " 0.000$ 1.377$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 15
16 68.38 & 94.96 & 33.89 " 0.000$ 1.153$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 16
17 11.01 & 55.78 & 22.76 " 0.000$ 1.035$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 17
18 3.313& 40.15 & 13.09 # 0.000$ 0.940$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 242.6 $ 18
19 0.668& 30.08 & 6.145$ 0.000$ 0.761$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 308.5 $ 19
20 0.608& 21.95 & 2.764$ 0.000$ 0.542$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.554$ 20
21 514.1 & 15.80 & 1.601$ 0.000$ 0.384$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 87.53 $ 21
22 1515 & 10.65 & 1.090$ 0.000$ 0.297$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.771$ 22
23 386.6 & 7.004& 0.870$ 0.000$ 0.304$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.047$ 23
24 123.8 & 4.936& 0.701$ 0.000$ 0.291$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.741$ 24
25 57.18 & 3.757& 0.491$ 0.000$ 0.230$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.591$ 25
26 41.16 & 2.866& 0.320$ 228.8 $ 0.150$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.343$ 26
27 29.59 & 2.236& 0.186$ 3.901$ 0.068$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 649.7 $ 27
28 24.67 & 1.707& 0.083$ 1.251$ 0.021$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$3704 $ 28
29 19.74 & 0.023$ 0.979$ 0.004$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 67.77 " 29
30 14.76 & 0.004$ 0.782$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 30.40 " 30
31 11.94 & 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 12.31 # 31
Mean 101.7 & 276.5 & 58.84 & 7.856$ 34.23 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 164.8 $
Median 5.018& 18.87 & 1.090& 0.000$ 0.304$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Maximum 1515 &2442 & 625.5 & 228.8 $ 646.9 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$3704 $
Minimum 0.279& 1.707& 0.000& 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$
Total 3154 &7742 &1824 & 235.7 $1061 $ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$5109 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 52.40 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 19125 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3704 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 3.742$ 69.33 " 41.47 "1136 # 0.467$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 65.03 & 1
2 1.943$ 38.58 "5676 $ 587.4 " 0.407$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 48.93 & 2
3 1.428$ 28.98 "9305 $ 416.4 " 0.273$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 16.62 & 3
4 1.120$ 20.57 "2876 # 333.1 " 0.162$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 3.796& 4
5 0.887$ 88.96 #2024 # 528.4 # 0.094$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 1.968& 5
6 0.729$1639 #2608 # 262.7 " 0.050$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 239.9 & 6
7 0.606$ 722.2 #1557 # 173.4 " 0.019$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.177&3043 & 7
8 3.983$ 580.6 " 533.0 " 122.5 " 0.001$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.474&1094 & 8
9 33.81 " 191.5 " 293.8 " 91.05 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000&1233 & 217.5 & 9
10 11.82 # 713.1 # 202.3 " 68.34 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 713.5 & 94.24 & 10
11 3.326$3579 # 143.2 " 54.32 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 26.77 & 43.26 & 11
12 1.891$ 922.5 # 100.9 " 44.83 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 3.688& 92.08 & 12
13 36.60 $ 909.1 # 104.9 " 39.61 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.753& 160.9 & 13
14 46.32 " 225.8 " 103.7 " 35.42 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.169& 29.81 & 14
15 142.8 " 340.7 "1226 # 32.26 " 0.000$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.012& 10.80 & 15
16 103.5 " 127.7 "1436 # 29.78 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 4.575& 16
17 35.29 " 59.58 " 576.3 " 25.86 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 1.879& 17
18 18.72 " 103.3 " 248.9 " 21.17 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.461& 18
19 7.084$ 635.5 # 151.3 " 17.45 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.043& 19
20 2.805$ 748.9 # 282.5 " 14.73 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000& 20
21 1.636$ 131.3 " 226.5 " 12.16 " 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000& 21
22 1.209$ 855.2 # 986.5 # 11.11 # 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 22
23 25.31 $ 218.1 "3089 # 7.904# 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 23
24 539.8 " 104.0 "3467 # 4.942$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 24
25 226.9 " 53.45 "1541 # 2.995$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000# 25
26 290.5 # 43.73 " 843.0 # 1.688$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000&3082 & 0.000# 26
27 585.5 # 71.35 " 556.6 " 1.006$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000&3366 & 0.000# 27
28 949.5 # 38.47 " 473.2 # 0.725$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 511.7 & 0.000# 28
29 592.2 # 2113 # 0.631$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 96.96 & 0.000# 29
30 806.2 # 4448 # 0.539$ 0.000# 0.000# 0.000# 0.000# 0.000& 0.000& 140.6 & 216.1 # 30
31 194.1 " 1822 # 0.000# 0.000# 0.000# 0.000& 2209 # 31
Mean 150.7 $ 473.6 #1582 $ 136.0 $ 0.048$ 0.000# 0.000# 0.000# 0.000& 0.000& 305.9 & 245.0 &
Median 18.72 $ 161.4 # 843.0 $ 31.02 $ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 4.575&
Maximum 949.5 $3579 #9305 $1136 $ 0.467$ 0.000# 0.000# 0.000# 0.000& 0.000&3366 &3043 &
Minimum 0.606$ 20.57 # 41.47 $ 0.539$ 0.000$ 0.000# 0.000# 0.000# 0.000& 0.000& 0.000& 0.000&
Total 4671 $13261 #49057 $ 4079 $ 1.47$ 0.00# 0.00# 0.00# 0.00& 0.00& 9176 & 7594 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 240.7 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 87839 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 9305 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 " 11.67 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 33.07" 0.00# 1
2 1549 $ 0.65# 47.38" 9.42 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13.43" 0.00# 2
3 728.4 " 0.35# 33.60" 7.67" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5.82" 55.84# 3
4 635.9 " 0.52# 45.72" 6.42" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3.46" 104.0 " 4
5 232.7 " 1.05#51818 & 5.45" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.98" 32.50" 5
6 96.76" 0.40#14873 & 4.59" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.57" 58.07" 6
7 53.29" 0.10# 7355 $ 3.87" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.21# 39.12" 7
8 34.83" 51.19#36515 & 3.43" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.86# 25.38" 8
9 20.44 457.1 "23239 & 2.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.68# 9.12" 9
10 10.41" 51.08" 3940 $ 1.91" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.46# 3.98" 10
11 4.60" 1477 # 2112 # 1.74" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.33# 2.64" 11
12 2.17" 1984 $ 1312 " 1.39# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.19# 1.11# 12
13 1.29# 2528 $ 880.6 " 1.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.07# 0.76# 13
14 0.87# 311.7 " 641.8 " 0.85# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.01# 0.45# 14
15 0.62# 1052 $ 497.4 " 0.70# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.21# 15
16 0.36# 530.3 " 386.9 " 0.54# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.03# 16
17 0.09# 7909 $ 295.5 0.36# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 0.01# 816.4 " 231.0 0.24# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 0.10# 730.4 " 184.0 0.16# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 261.6 # 19
20 0.36# 426.4 " 139.3 " 0.08# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 42.13" 20
21 0.20# 199.6 " 108.9 " 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18.87" 21
22 0.04# 95.44" 84.93" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19.66" 22
23 94.50# 57.10" 69.52" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2.64" 23
24 78.31" 43.93" 57.88" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.22# 24
25 35.43" 34.45" 50.47" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 119.5 # 25
26 1032 # 32.18" 43.49" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 161.2 " 26
27 95.10" 45.84" 37.65" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20.79# 0.00# 56.98" 27
28 67.25" 130.4 " 31.33" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 667.3 $ 0.00# 32.70" 28
29 30.77" 673.9 " 24.37 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4554 $ 0.00# 17.57 29
30 12.79" 19.40 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 196.8 " 0.00# 21.98 30
31 4.06" 14.78 0.00# 0.00# 0.00# 80.99" 11.91" 31
Mean 288.3 $ 677.3 $4684 & 2.137# 0.000# 0.000# 0.000# 0.000# 0.000# 178.1 $ 2.105# 35.52 #
Median 20.44 $ 95.44 $ 139.3 & 0.617# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000# 17.57 #
Maximum 4114 $ 7909 $51818 & 11.67# 0.00# 0.00# 0.00# 0.00# 0.00# 4554 $ 33.07# 261.6 #
Minimum 0.006$ 0.100$ 14.78 & 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000# 0.000#
Total 8936 $ 19641 $145193 & 64.1# 0.0# 0.0# 0.0# 0.0# 0.0# 5520 $ 63.1# 1101 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 493.2 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 180518 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 51818 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 5.06" 158.0 " 22.83 40.49" 9.48" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 276.9 " 1
2 2.26" 3972 $ 13.51 35.65" 2.57" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 146.9 " 2
3 3.53" 2143 $ 7.81" 26.44" 0.95# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 90.75" 3
4 2324 $ 1843 # 5.49" 16.58 0.57# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 67.73" 4
5 729.6 " 1433 # 55.50" 10.59 0.33# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 162.9 " 5
6 202.1 " 744.1 " 6.02" 7.45" 0.12# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 556.6 " 6
7 736.6 # 518.8 " 3.04" 5.09" 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 158.8 " 7
8 111.7 " 383.0 " 1.89" 3.80" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 83.06" 8
9 1379 # 387.2 " 102.3 " 26.86" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 89.40" 9
10 285.6 " 257.3 1652 # 3.49" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 56.97" 10
11 234.8 " 185.4 637.0 " 2.29" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 41.33" 11
12 712.1 " 135.6 " 444.5 " 1.37# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 400.6 " 12
13 1939 $ 98.14" 268.6 0.88# 0.00# 0.00# 0.00# 0.00# 0.00# 567.7 $ 0.00# 95.07" 13
14 661.8 " 73.94" 170.1 " 0.59# 0.00# 3.21# 0.00# 0.00# 0.00# 831.6 $ 0.00# 49.69" 14
15 6218 $ 55.51" 117.5 " 0.25# 0.00# 0.09# 0.00# 0.00# 0.00# 8.92" 0.00# 35.01" 15
16 4493 $ 43.17" 86.31" 0.06# 0.00# 0.00# 0.00# 0.00# 0.00# 0.88# 0.00# 22.69 16
17 1228 # 33.39" 1441 $ 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.28# 0.00# 16.31 17
18 868.3 $ 24.44 413.5 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.02# 0.00# 12.56 18
19 3275 $ 17.68 2282 $ 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8.89" 19
20 2665 $ 43.29" 509.1 " 127.0 # 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6.26" 20
21 3565 $ 108.4 " 269.6 318.6 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 34.30" 21
22 819.5 " 240.9 " 169.9 " 236.6 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#28561 & 13.60" 22
23 442.4 " 22.17" 251.4 " 41.42" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#24161 & 392.9 " 23
24 268.9 446.6 " 446.3 " 23.44" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3073 $ 2383 $ 24
25 175.9 " 175.1 " 240.3 13.28 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1091 " 3438 $ 25
26 117.5 " 117.5 " 159.0 " 8.03" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 587.2 " 2811 $ 26
27 85.59" 55.84" 111.9 " 4.57" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 366.7 " 1442 $ 27
28 66.19" 37.37" 73.96" 2.20" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 397.2 " 3662 $ 28
29 428.1 " 56.98" 3.72# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 354.6 " 1405 " 29
30 155.6 " 54.55" 22.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 549.1 " 1230 " 30
31 78.86" 50.80" 0.00# 0.00# 0.00# 0.00# 893.4 " 31
Mean 1106 $ 491.2 $ 326.6 $ 32.79 # 0.453# 0.110# 0.000# 0.000# 0.000# 45.46 $1971 & 647.9 $
Median 442.4 $ 146.8 $ 117.5 $ 6.271# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000& 95.07 $
Maximum 6218 $ 3972 $ 2282 $ 318.6 # 9.48# 3.21# 0.00# 0.00# 0.00# 831.6 $28561 & 3662 $
Minimum 2.264$ 17.68 $ 1.890$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000& 6.262$
Total 34278 $13753 $10125 $ 983.7 # 14.03# 3.29# 0.00# 0.00# 0.00# 1409 $59140 &20083 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 383.0 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 139791 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 28561 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 642.5 " 1361 " 741.5 " 343.3 " 335.5 70.32" 38.23" 12.00 0.00# 0.00! 0.00# 8.74" 1
2 1245 # 1092 " 585.9 " 163.9 " 408.2 " 66.44" 37.06" 11.42 0.00# 0.00# 0.31# 5.26" 2
3 38047 & 898.4 " 1130 " 476.5 $ 343.5 63.29" 35.48" 10.72 0.00# 0.00# 552.5 # 3.83" 3
4 4441 $ 7699 $ 1541 # 4117 $ 284.6 60.29" 33.75" 10.40 0.00# 0.00# 53.27" 3.16" 4
5 10648 $ 1664 # 2799 $ 2087 $ 256.5 58.90" 31.90" 9.77 0.00# 0.00# 20.69 2.72" 5
6 4798 $ 943.7 # 6763 $ 1713 $ 237.6 57.62" 30.77" 9.54 0.00# 0.00# 8.96" 91.22" 6
7 5551 $ 662.3 # 5526 $ 1403 " 222.4 56.93" 30.77" 9.42 0.00# 0.00# 4.45" 214.3 " 7
8 5691 ! 605.7 # 1454 " 3884 $ 205.8 57.05" 30.10" 8.80 85.37# 0.00# 2.94" 7.98" 8
9 2330 ! 2176 # 1408 "14150 & 191.5 57.12" 28.10 8.25 88.11" 0.00# 1.92" 4.81" 9
10 11242 ! 1345 # 861.5 " 8788 $ 178.5 57.05" 27.29 7.72" 42.46" 0.00# 0.94# 3.96" 10
11 7905 $ 1196 " 707.1 "10623 $ 169.1 55.88" 27.09 6.93" 70.02! 0.00# 0.31# 3.69" 11
12 12593 $ 2831 $ 581.6 " 4210 $ 162.4 54.62" 26.34 5.74" 38.66! 0.00# 0.02# 3.67" 12
13 18126 $ 7552 $ 503.1 " 3772 $ 157.3 53.40" 26.26 4.73" 33.55! 0.00# 0.00# 3.31" 13
14 6338 $ 6669 $ 458.4 " 1722 " 151.5 " 53.52" 25.36 3.76" 30.71! 0.00# 0.00# 24.93" 14
15 3883 $ 3101 $ 384.3 " 1220 " 141.6 " 53.52" 24.85 3.05" 27.16! 0.00# 0.00# 40.72" 15
16 3205 $ 2077 # 326.4 956.8 " 134.2 " 52.49" 25.40 2.35" 22.29! 0.00# 0.00# 55.62" 16
17 6537 $ 1583 " 287.4 810.1 " 124.4 " 50.29" 25.48 1.73" 18.81! 0.00# 0.00# 8.84" 17
18 9749 $ 1837 " 270.1 692.9 " 116.1 " 48.11" 24.53 1.34# 17.40! 0.00# 0.00# 4.08" 18
19 18804 $ 1264 " 587.3 " 605.5 " 109.2 " 46.42" 23.28 0.77# 16.06! 0.00# 0.00# 2.91" 19
20 9281 $15231 $ 556.6 " 533.7 " 102.8 " 45.27" 22.65 0.42# 13.32! 0.00# 0.00# 2.51" 20
21 12255 $ 3078 $ 340.8 " 481.4 " 98.42" 43.99" 21.55 0.21# 10.92! 0.00# 0.00# 3.27" 21
22 7739 $ 1745 " 252.8 445.3 " 94.30" 42.09" 20.87 0.07# 9.28! 0.00# 0.00# 471.8 " 22
23 4493 $ 1300 " 206.9 410.2 " 89.79" 40.98" 20.73 0.00# 7.99! 0.00# 0.00# 80.34" 23
24 7443 $ 1064 " 179.0 375.4 " 86.40" 40.63" 19.52 0.00# 6.39! 0.00# 0.00# 171.5 " 24
25 8560 $ 865.7 " 159.7 " 342.1 83.27" 40.86" 18.08 0.00# 4.62! 0.00# 0.00# 39.49" 25
26 5676 $ 712.9 " 248.7 " 311.9 80.41" 40.75" 16.80 0.00# 3.25! 0.00# 2098 $ 13.65" 26
27 10665 $ 650.6 " 650.8 " 288.5 78.85" 40.70" 15.03 0.00# 1.78! 0.00# 286.6 " 6.29" 27
28 7992 $ 674.7 " 418.9 " 270.2 77.57" 40.94" 13.66 0.00# 0.68! 0.00# 68.95" 4.17" 28
29 3493 $ 254.1 258.0 76.58" 40.51" 13.46 0.00# 0.08! 0.00# 33.89" 3.39" 29
30 2377 # 189.9 254.1 75.00" 39.68" 13.40 0.00# 0.00! 0.00# 17.33 2.74" 30
31 1753 " 166.8 73.45" 12.65 0.00# 0.00# 1.91" 31
Mean 8178 !2567 $ 985.2 $2190 & 159.6 " 50.99 " 24.53 " 4.165# 18.30 ! 0.000! 105.0 $ 41.77 "
Median 6537 !1353 $ 503.1 $ 649.2 & 134.2 " 52.94 " 25.36 " 2.349# 8.633! 0.000! 0.164$ 4.808"
Maximum 38047 !15231 $ 6763 $14150 & 408.2 " 70.32" 38.23" 12.00# 88.11! 0.00! 2098 $ 471.8 "
Minimum 642.5 ! 605.7 $ 159.7 $ 163.9 & 73.45 " 39.68 " 12.65 " 0.000# 0.000! 0.000! 0.000$ 1.914"
Total 253503 ! 71881 $ 30540 $ 65708 & 4947 " 1530 " 760.4" 129.1# 548.9! 0.0! 3151 $ 1295 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1189 ! ! ... Not reviewed / Quality not known
Ann. Median 48.11 ! " ... Relative Uncertainty +/-10%
Annual Total 433993 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 38047 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 1.30# 55.58" 186.6 672.9 " 1.12# 0.00# 0.00# 0.00# 0.00# 0.00# 1590 $ 0.00# 1
2 0.65# 114.3 " 160.5 " 114.9 " 0.59# 0.00# 0.00# 0.00# 0.00# 0.00# 676.1 " 0.00# 2
3 0.25# 133.1 " 136.1 " 55.98" 0.23# 0.00# 0.00# 0.00# 0.00# 0.00# 241.4 " 0.00# 3
4 0.05# 19.13" 119.4 " 740.4 " 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 51.48" 0.00# 4
5 0.00# 6.23" 104.8 " 2062 $ 0.00# 0.00# 0.00# 0.00# 0.00# 503.4 # 18.98 0.00# 5
6 0.00# 5.00" 106.4 " 564.7 " 0.00# 0.00# 0.00# 0.00# 0.00# 209.9 " 12.76 0.00# 6
7 54.52# 3.69" 92.09" 263.6 0.00# 0.00# 0.00# 0.00# 0.00# 256.4 " 11.23 0.00# 7
8 1789 $ 2.64" 76.26" 153.8 " 0.00# 0.00# 0.00# 0.00# 0.00# 11.14" 142.0 " 0.00# 8
9 524.8 # 2.01" 71.69" 109.4 " 0.00# 0.00# 0.00# 0.00# 0.00# 6.58" 157.1 " 0.00# 9
10 58.02" 1.05# 68.05" 83.81" 0.00# 0.00# 0.00# 0.00# 0.00# 5.17" 142.6 " 0.00# 10
11 50.96" 174.2 # 82.90" 65.69" 0.00# 0.00# 0.00# 0.00# 0.00# 4.16" 69.04" 0.00# 11
12 330.9 " 2729 $ 67.49" 53.84" 0.00# 0.00# 0.00# 0.00# 0.00# 2.66" 39.75" 0.00# 12
13 49.44"10418 $ 57.34" 45.04" 0.00# 0.00# 0.00# 0.00# 0.00# 1.35# 21.27 0.00# 13
14 19.24 5285 $ 51.42" 38.48" 0.00# 0.00# 0.00# 0.00# 0.00# 0.58# 12.52 0.00# 14
15 9.36"11963 $ 47.40" 33.51" 0.00# 0.00# 0.00# 0.00# 0.00# 0.45# 8.71 0.00# 15
16 5.63" 3831 $ 44.27" 27.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.26# 7.86" 0.00# 16
17 3.65" 2429 # 41.03" 22.17 0.00# 0.00# 0.00# 0.00# 0.00# 0.04# 6.73" 0.00# 17
18 2.41" 3673 $ 37.19" 18.69 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5.29" 0.00# 18
19 1.88" 2448 $ 33.19" 16.65 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3.62" 0.00# 19
20 1.72" 1456 " 29.93" 14.84 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2.55" 775.7 # 20
21 16.34" 948.5 " 762.4 # 13.42 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.26# 183.4 " 21
22 24.18" 692.5 " 76.70" 11.64 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.56# 61.68" 22
23 10.03" 594.4 " 44.90" 9.91 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.13# 22.03" 23
24 7.31" 579.2 " 35.81" 8.43" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10.27 24
25 15.42" 437.9 " 29.39" 6.99" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8.24" 25
26 5.14" 332.9 24.26 5.67" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6.12" 26
27 3.08" 267.8 21.08 4.51" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4.72" 27
28 2.08" 220.9 19.19 3.47" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3.07" 28
29 89.92# 17.40 2.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.69# 29
30 373.8 " 15.08 1.77" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.84# 30
31 117.3 " 13.29 0.00# 0.00# 0.00# 0.03# 0.32# 31
Mean 115.1 $1744 $ 86.24 # 174.2 $ 0.064# 0.000# 0.000# 0.000# 0.000# 32.32 # 107.4 $ 34.78 #
Median 9.358$ 385.4 $ 51.42 # 30.51 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8.282$ 0.000#
Maximum 1789 $11963 $ 762.4 # 2062 $ 1.12# 0.00# 0.00# 0.00# 0.00# 503.4 # 1590 $ 775.7 #
Minimum 0.000$ 1.052$ 13.29 # 1.770$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.000#
Total 3568 $48823 $ 2673 # 5227 $ 1.99# 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 11963 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 34.36" 6729 $ 291.8 40.43" 14.71 4.07" 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 30.66# 20.71" 3060 $ 261.0 38.92" 14.15 4.02" 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 122.4 " 15.01"21573 & 229.4 37.91" 14.15 3.79" 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 10676 $ 13.38"37064 & 204.9 37.01" 13.54 3.60" 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 1367 $ 13.08"14121 $ 185.9 35.53" 13.10 3.40" 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 338.2 " 12.73"30423 & 166.8 34.44" 13.33 2.96" 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 5913 $ 50.22"13067 $ 149.7 " 33.13" 13.11 2.41" 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 452.1 " 276.4 " 5261 $ 135.0 " 32.03" 11.86 1.57# 0.00# 0.00# 0.00# 0.00# 27.08# 8
9 193.4 " 318.1 " 3174 $ 121.2 " 30.59" 10.20 1.11# 0.00# 0.00# 0.00# 0.00# 0.03# 9
10 119.2 " 2284 $ 2208 # 111.4 " 29.19 9.21 0.87# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 11579 &10209 $ 1627 " 102.7 " 27.43 8.27 0.55# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 8756 $ 5927 $ 1241 " 95.44" 25.95 7.80" 0.29# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 5926 $ 2289 # 1569 " 89.43" 24.73 6.84" 0.11# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 1663 " 1709 # 1475 $ 84.48" 23.92 6.06" 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 1130 # 1374 # 2800 $ 80.33" 23.20 5.54" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 1434 # 2607 $ 1404 " 77.26" 22.43 5.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 1410 "12038 $ 920.3 " 74.59" 21.97 4.62" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 977.2 " 4701 $ 754.1 " 70.44" 21.68 4.39" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 933.5 " 6874 $ 1254 # 67.16" 21.54 4.13" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 1079 $ 3416 $ 1311 # 64.44" 21.04 4.09" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 2138 $ 3649 $ 744.3 " 61.01" 20.73 3.90" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 767.4 " 3137 $ 926.4 $ 58.01" 20.31 3.74" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 420.3 " 4591 $ 2489 $ 54.70" 19.53 3.70" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 291.2 2441 # 1588 " 51.90" 18.49 3.55" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 339.4 " 3116 $ 936.0 " 49.08" 18.04 3.60" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 549.5 " 6252 $ 683.6 " 47.44" 17.51 3.62" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 246.0 "10879 $ 570.3 " 46.67" 17.21 3.77" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 140.6 " 4381 $ 491.9 " 45.04" 16.66 3.80" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 93.97" 6743 $ 438.9 " 42.56" 16.22 3.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 68.83" 381.7 " 41.54" 15.76 4.02" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 30
31 49.91" 331.2 15.15 0.00# 0.00# 0.00# 6.90# 31
Mean 1910 &3427 $5181 & 105.4 " 25.12 " 7.392" 0.928# 0.000# 0.000# 0.000# 0.000# 1.097#
Median 549.5 &2607 $1475 & 78.80 " 22.43 " 5.323" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 11579 &12038 $37064 & 291.8 " 40.43" 14.71" 4.07# 0.00# 0.00# 0.00# 0.00# 27.08#
Minimum 0.035& 12.73 $ 331.2 & 41.54 " 15.15 " 3.553" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 59204 & 99371 $160617 & 3161 " 778.7" 221.8" 28.8# 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 883.7 & " ... Relative Uncertainty +/-10%
Ann. Median 3.660& # ... Relative Uncertainty +/-15%
Annual Total 323417 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 37064 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 0.544# 23.55 " 573.6 " 40.56 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 0.029# 14.47 426.1 " 42.13 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 0.000# 11.59 " 255.3 32.10 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 0.000# 3.709" 196.6 " 37.46 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 0.000# 4.659# 472.1 " 38.41 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 239.6 # 5
6 0.000# 162.6 " 244.9 214.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.912# 6
7 0.601# 59.34 " 159.4 " 68.16 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.007# 7
8 0.301# 58.48 "1148 $ 37.09 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 0.002# 25.22 "1332 $ 27.87 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 0.000# 46.23 " 411.8 " 21.56 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 0.000#1518 $ 322.5 " 15.53 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 211.8 #1145 " 176.0 " 12.16 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 74.72 # 12
13 3.973# 434.3 " 329.9 $ 7.189" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 37.66 " 13
14 0.210# 311.4 " 700.1 $ 5.522" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3308 $ 14
15 0.025# 191.5 " 286.9 " 4.374" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 162.8 " 15
16 0.002#3477 $5831 $ 3.933" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 39.60 " 16
17 0.000# 384.5 "4747 $ 2.686" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14.05 17
18 0.000#3579 $1214 " 1.937" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 235.5 " 18
19 0.000# 969.2 " 659.6 " 1.263# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 101.8 " 19
20 0.000# 861.1 " 455.2 " 0.852# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 66.77 " 20
21 0.000# 775.2 " 333.7 0.445# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1833 $ 21
22 0.000#2848 $ 255.4 0.397# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 67.01 " 22
23 0.000# 779.0 # 227.4 0.275# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21.86 " 23
24 0.000#1990 $ 273.2 0.091# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10.75 24
25 0.000#3514 $ 166.8 " 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7.443" 25
26 0.000#5707 $ 122.2 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.776" 26
27 967.2 $1160 " 98.03 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.183" 27
28 942.6 " 802.9 " 76.23 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.120" 28
29 450.9 " 63.08 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4.212" 29
30 128.2 " 53.56 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3.035" 30
31 45.50 " 46.48 " 0.000# 0.000# 0.000# 0.000# 1.958" 31
Mean 88.77 $1102 $ 698.6 $ 20.53 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 201.5 $
Median 0.000$ 604.8 $ 286.9 $ 4.154# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.776$
Maximum 967.2 $5707 $5831 $ 214.0 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3308 $
Minimum 0.000$ 3.709$ 46.48 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 2752 $30858 $21658 $ 615.9 # 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 62130 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 5831 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 3835 $ 1072 " 464.9 " 0.00# 10.51 14.83 44.74" 2.55" 0.00# 0.00# 0.00# 1
2 0.58# 2177 # 727.5 " 192.9 " 0.00# 8.56" 13.61 41.67" 2.12" 0.00# 0.00# 0.00# 2
3 0.25# 1438 " 1364 # 105.7 " 0.00# 7.29" 11.35 38.67" 1.67" 0.00# 0.00# 0.00# 3
4 0.09# 984.1 " 935.6 " 68.01" 0.00# 6.12" 9.69 36.32" 1.13# 0.00# 0.00# 0.00# 4
5 0.01# 734.8 " 566.1 " 49.14" 0.00# 4.98" 8.39 34.09" 0.78# 0.00# 0.00# 0.00# 5
6 0.00# 570.4 " 433.4 " 41.30" 0.00# 4.51" 7.92 31.81" 0.45# 0.00# 0.00# 0.00# 6
7 10.84# 2066 $ 344.4 33.36" 0.00# 4.55" 3306 $ 28.79" 0.14# 0.00# 0.00# 0.00# 7
8 4.61" 1945 $ 293.4 27.98" 0.00# 17.47" 7475 $ 25.58 0.04# 0.00# 0.00# 0.00# 8
9 3.92" 4899 $ 283.3 23.13 0.00# 34.77" 2842 $ 23.48 0.01# 0.00# 0.00# 0.00# 9
10 2.67" 4643 $ 254.5 18.84 0.00# 1195 $ 1345 " 20.94 0.00# 0.00# 0.00# 0.00# 10
11 1.97" 6105 $ 231.8 15.58 0.00# 1592 $ 867.0 " 19.04 0.00# 0.00# 0.00# 0.00# 11
12 1.13# 2252 # 208.4 13.14 0.00# 486.7 " 643.1 " 17.80 0.00# 0.00# 0.00# 25.79# 12
13 0.54# 2825 $ 192.5 11.28 0.00# 267.5 510.4 " 16.96 0.00# 0.00# 0.00# 0.43# 13
14 0.28# 1504 " 171.8 9.30 0.00# 181.6 " 413.8 " 26.61" 0.00# 0.00# 0.00# 6.47# 14
15 0.06# 1685 # 158.2 " 7.65" 0.00# 130.5 " 332.7 25.25 0.00# 0.00# 0.00# 0.26# 15
16 5.34# 2465 $ 141.1 " 6.42" 0.00# 98.52" 275.5 24.34 0.00# 0.00# 0.00# 0.01# 16
17 815.9 $ 957.5 " 123.8 " 5.35" 9.46# 78.67" 233.0 24.64 0.00# 0.00# 0.00# 0.00# 17
18 181.7 $ 825.3 " 103.6 " 4.56" 32.55" 64.25" 201.6 25.69 0.00# 0.00# 0.00# 0.00# 18
19 3406 $ 690.5 " 90.76" 3.81" 13.59 55.54" 178.1 25.05 0.00# 0.00# 0.00# 0.00# 19
20 1211 # 1884 $ 74.72" 3.04" 10.08 46.86" 156.3 " 20.91 0.00# 0.00# 0.00# 0.00# 20
21 751.3 " 1235 " 66.59" 2.36" 22.81 40.98" 138.4 " 16.97 0.00# 0.00# 0.00# 0.00# 21
22 519.0 " 981.1 " 60.13" 1.70" 20.54 35.41" 123.1 " 14.85 0.00# 0.00# 0.00# 0.00# 22
23 780.4 $ 2971 $ 63.24" 1.09# 18.70 30.85" 108.8 " 11.98 0.00# 0.00# 0.00# 0.00# 23
24 4300 $10788 $ 60.79" 0.68# 18.28 28.72 94.82" 9.84 0.00# 0.00# 0.00# 0.00# 24
25 5079 $ 3001 $ 54.27" 0.28# 27.26" 24.38 84.14" 8.11" 0.00# 0.00# 0.00# 0.00# 25
26 4606 $ 2064 # 50.61" 0.02# 27.81" 22.32 72.42" 6.82" 0.00# 0.00# 0.00# 0.00# 26
27 28905 & 1413 " 60.41" 0.00# 20.04" 20.27 65.06" 5.72" 0.00# 0.00# 0.00# 0.00# 27
28 25337 & 1301 " 106.3 " 0.00# 16.06 18.55 59.47" 4.79" 0.00# 0.00# 0.00# 0.00# 28
29 65650 & 171.4 " 0.00# 15.19 16.89 53.80" 4.24" 0.00# 0.00# 0.00# 0.00# 29
30 37495 & 126.7 " 0.00# 14.24 15.67 49.90" 3.62" 0.00# 0.00# 0.00# 219.3 # 30
31 8077 $ 101.9 " 12.71 47.68" 3.07" 0.00# 392.8 " 31
Mean 6037 &2437 $ 280.4 # 37.05 # 9.010# 151.7 $ 636.9 $ 20.72 " 0.297# 0.000# 0.000# 20.81 #
Median 10.84 &1915 $ 158.2 # 7.035# 0.000# 29.79 $ 123.1 $ 20.94 " 0.000# 0.000# 0.000# 0.000#
Maximum 65650 &10788 $ 1364 # 464.9 # 32.55# 1592 $ 7475 $ 44.74" 2.55# 0.00# 0.00# 392.8 #
Minimum 0.000& 570.4 $ 50.61 # 0.000# 0.000# 4.511$ 7.923$ 3.065" 0.000# 0.000# 0.000# 0.000#
Total 187149 & 68239 $ 8693 # 1112 # 279.3# 4550 $ 19743 $ 642.4" 8.9# 0.0# 0.0# 645.1#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 797.4 & " ... Relative Uncertainty +/-10%
Ann. Median 9.455& # ... Relative Uncertainty +/-15%
Annual Total 291061 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 65650 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 299.9 " 131.2 "11378 $ 276.6 13.19 29.92" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 121.6 " 762.4 " 4195 $ 231.8 12.09 22.21 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 1910 $ 78.25" 2392 $ 200.6 10.74 17.67 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 179.6 " 297.8 " 1345 " 173.1 9.82 14.63 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 67.04" 227.6 " 7103 $ 151.9 " 9.27 12.55 0.00# 0.00# 0.00# 0.00# 0.00# 0.00! 5
6 126.5 " 226.3 " 2797 $ 132.9 " 8.72 11.17 0.00# 0.00# 0.00# 0.00# 0.00# 694.2 ! 6
7 28.45" 101.9 " 1365 " 116.6 " 8.27 10.21 0.00# 0.00# 0.00# 0.00# 0.00# 118.7 ! 7
8 10.12" 48.84" 904.5 " 100.4 " 9.00 9.33 0.00# 0.00# 0.00# 0.00# 0.00# 53.95! 8
9 833.2 $ 26.29" 695.4 " 85.66" 7.55" 8.35 0.00# 0.00# 0.00# 0.00# 0.00# 336.7 ! 9
10 573.2 $ 189.3 " 834.6 " 75.40" 6.18" 7.66" 0.00# 0.00# 0.00# 0.00# 0.00# 956.0 ! 10
11 60.91" 125.6 " 1383 $ 65.05" 5.33" 6.82" 0.00# 0.00# 0.00# 0.00# 0.00# 813.5 ! 11
12 56.38" 47.32" 2923 $ 56.42" 4.80" 6.39" 0.00# 0.00# 0.00# 0.00# 0.00# 378.1 ! 12
13 28.15" 588.3 $ 2738 $ 47.00" 5.85" 5.68" 0.00# 0.00# 0.00# 0.00# 0.00# 70.66" 13
14 16.50 3653 $ 3749 $ 38.55" 18.32" 4.74" 0.00# 0.00# 0.00# 0.00# 0.00# 43.69! 14
15 9.88" 1221 $ 1516 " 33.67" 14.40 3.93" 0.00# 0.00# 0.00# 0.00# 0.00# 38.41! 15
16 5.62" 817.9 # 962.8 " 29.40" 23.00" 3.13" 0.00# 0.00# 0.00# 0.00# 0.00# 277.1 ! 16
17 3.83" 1364 $ 727.0 " 26.62 16.32 2.48" 0.00# 0.00# 0.00# 0.00# 0.00# 186.0 ! 17
18 2.67" 2987 $ 572.2 " 23.43 26.47 2.05" 0.00# 0.00# 0.00# 0.00# 0.00# 173.7 ! 18
19 2.03" 3434 $ 2123 $ 20.60 24.90 1.73" 0.00# 0.00# 0.00# 0.00# 0.00# 50.34" 19
20 1.79" 3101 $ 1346 # 18.51 29.32" 1.54" 0.00# 0.00# 0.00# 0.00# 0.00# 20.95" 20
21 1.50# 1007 " 741.2 " 16.89 25.44 1.18# 0.00# 0.00# 0.00# 0.00# 0.00# 13.38" 21
22 1.09# 544.2 " 4840 $ 15.57 20.74 0.65# 0.00# 0.00# 0.00# 0.00# 0.00# 9.20" 22
23 0.68# 376.5 " 1587 # 14.49 16.78 0.19# 0.00# 0.00# 0.00# 0.00# 0.00# 8.44" 23
24 0.31# 280.1 " 2573 $ 16.83 16.88 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 1655 $ 24
25 0.09# 1973 $ 1823 # 15.95 22.38 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 281.9 " 25
26 0.00# 912.6 " 1257 " 24.13 71.90" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 212.2 " 26
27 13.48# 965.1 $ 829.3 " 24.51 95.18" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 169.9 ! 27
28 2.91" 4392 $ 637.7 " 20.57 74.48" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 605.3 ! 28
29 1.60" 509.4 " 18.05 61.23" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 120.4 ! 29
30 1.13# 417.8 " 15.24 51.60" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 59.08! 30
31 347.6 # 339.4 39.42" 0.00# 0.00# 0.00# 37.49! 31
Mean 151.9 $1067 $2148 $ 69.55 " 24.50 " 6.142# 0.000# 0.000# 0.000# 0.000# 0.000# 238.2 !
Median 10.12 $ 566.2 $1365 $ 31.53 " 16.78 " 3.532# 0.000# 0.000# 0.000# 0.000# 0.000# 70.66 !
Maximum 1910 $ 4392 $11378 $ 276.6 " 95.18" 29.92# 0.00# 0.00# 0.00# 0.00# 0.00# 1655 !
Minimum 0.001$ 26.29 $ 339.4 $ 14.49 " 4.802" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000!
Total 4708 $29878 $66603 $ 2087 " 759.6 " 184.3 # 0.00# 0.00# 0.00# 0.00# 0.00# 7384 !
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 2.673! " ... Relative Uncertainty +/-10%
Annual Total 111603 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 11378 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 28.09" 152.2 " 1232 " 26.12" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 1
2 19.26" 113.9 " 767.2 " 23.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 2
3 757.9 ! 88.16" 576.5 " 22.15 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 3
4 4874 ! 71.49" 471.6 " 18.00 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 4
5 1158 ! 428.8 " 953.2 " 14.74 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 5
6 783.1 ! 249.1 " 518.7 " 14.19" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 6
7 141.9 ! 361.3 " 365.9 " 164.6 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 7
8 72.63" 196.1 352.0 " 61.96" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 8
9 77.40" 131.6 " 671.4 " 26.75" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 9
10 54.97" 99.87" 311.8 " 18.14 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 10
11 37.99" 1071 " 437.1 " 13.73 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 11
12 27.63" 624.4 " 630.9 " 10.93 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 12
13 1124 ! 5425 $ 302.9 " 8.56" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 13
14 1271 !54718 & 212.2 " 6.69" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 14
15 360.4 !24704 ! 155.5 " 5.58" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 15
16 197.3 " 6078 ! 118.7 " 28.27" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] 16
17 996.6 $ 8528 ! 92.42" 9.30" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 17
18 1134 # 5102 ! 73.02" 5.29" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 18
19 609.1 " 2381 # 62.25" 3.83" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 19
20 424.9 " 1505 " 59.13" 3.34" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 20
21 504.3 " 1053 " 744.0 " 2.76" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 21
22 270.0 " 3343 ! 538.9 " 2.07" 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 22
23 139.7 " 3584 ! 287.1 " 1.40# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 23
24 92.75" 5139 ! 182.4 " 0.52# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 24
25 942.3 " 1621 " 121.6 " 0.17# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 25
26 10750 $ 1043 " 87.68" 0.10# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 26
27 1270 # 1918 $ 66.58" 0.09# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 27
28 783.0 " 3669 $ 55.29" 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 28
29 350.3 " 1607 # 46.83" 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 29
30 1051 $ 38.73" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ] [ ] 30
31 326.4 " 32.76" 0.00# 0.00# 0.00# [ ] [ ] 31
Mean 988.0 !4655 ! 340.9 " 16.43 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# [ ] [ ]
Median 424.9 !1505 ! 287.1 " 7.627# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# [ ] [ ]
Maximum 10750 !54718 ! 1232 " 164.6 # 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# [ ] [ ]
Minimum 19.26 ! 71.49 ! 32.76 " 0.005# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# [ ] [ ]
Total 30629 !135003 ! 10566 " 493.0# 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 609.3 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 176692 ! # ... Relative Uncertainty +/-15%
Missing Days 76 $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum [ ... Not Available
Daily 54718 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 18.03 # 0.000# 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.279# 0.000# 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 16.08 " 0.000# 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.600# 0.000# 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.017# 221.9 $ 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000#1490 $ 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 80.90 " 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 646.3 $ 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 91.63 " 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 24.18 " 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 274.5 " 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 51.50 " 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 19.40 " 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 7.337" 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 2.644# 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.579# 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.063# 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# 1.167# 93.90 $
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000$
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 18.03 #1490 $
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 0.000# 0.000$
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 0.000# 0.000# 35.00 #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 V146 Output 16/08/2026
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# 5033 $15959 $ 1996 # 115.0 ! 33.01! 5.97! 0.00! 0.00! 0.00# 0.00# 14.80# 1
2 0.00# 5051 $29838 & 1398 " 111.7 ! 31.28! 5.57! 0.00! 0.00! 0.00# 0.00# 0.86# 2
3 0.00# 3277 $ 8035 $ 1091 " 108.5 ! 29.57! 5.19! 0.00! 0.00! 0.00# 0.00# 0.03# 3
4 128.2 # 1465 " 4584 $ 913.3 " 105.3 ! 27.87! 4.83! 0.00! 0.00! 0.00# 0.00# 52.07# 4
5 108.6 " 960.5 " 3260 $ 778.8 " 102.1 ! 26.23! 4.49! 0.00! 0.00! 0.00# 0.00# 1.80# 5
6 576.7 " 799.0 " 5048 $ 675.2 " 98.79! 24.65! 4.15! 0.00! 0.00! 0.00# 0.00# 0.12# 6
7 266.3 " 909.5 " 4486 $ 603.9 " 95.47! 23.12! 3.84! 0.00! 0.00! 0.00# 0.00# 0.01# 7
8 685.3 " 608.4 "22422 & 540.8 " 92.22! 21.69! 3.52! 0.00! 0.00! 0.00# 0.00# 0.00# 8
9 115.0 " 1717 $ 5881 $ 479.1 " 89.03! 20.49! 3.20! 0.00! 0.00# 0.00# 0.00# 0.00# 9
10 44.91" 3886 $ 3736 $ 435.4 " 85.92! 19.49! 2.90! 0.00! 0.00# 0.00# 0.00# 0.00# 10
11 18.04 5287 $ 5497 $ 390.5 " 82.87! 18.52! 2.61! 0.00! 0.00# 0.00# 0.00# 0.00# 11
12 64.54" 4133 $ 4994 $ 350.4 79.88! 17.58! 2.35! 0.00! 0.00# 0.00# 0.00# 0.00# 12
13 366.9 " 2631 $ 2518 # 310.9 76.96! 16.67! 2.10! 0.00! 0.00# 0.00# 0.00# 0.00# 13
14 384.8 " 4329 $ 1810 " 279.7 74.11! 15.79! 1.87! 0.00! 0.00# 0.00# 0.00# 0.00# 14
15 335.9 " 2620 $ 1395 " 252.2 71.32! 14.93! 1.65! 0.00! 0.00# 0.00# 0.00# 0.00# 15
16 7325 $ 4627 $ 1120 " 229.0 68.59! 14.16! 1.45! 0.00! 0.00# 0.00# 0.00# 0.00# 16
17 10616 $19918 & 917.2 " 212.0 65.93! 13.47! 1.25! 0.00! 0.00# 0.00# 0.00# 87.89# 17
18 8354 $15694 $ 783.7 " 205.2 63.33! 12.81! 1.05! 0.00! 0.00# 0.00# 0.00# 17.24" 18
19 2863 $ 6082 $ 675.7 " 190.0 60.79! 12.16! 0.86! 0.00! 0.00# 0.00# 0.00# 72.66" 19
20 1396 " 3522 $ 605.2 " 174.1 58.32! 11.54! 0.69! 0.00! 0.00# 0.00# 0.00# 22.29" 20
21 785.9 " 3172 $ 558.4 " 157.0 " 55.91! 10.93! 0.55! 0.00! 0.00# 0.00# 0.00# 2.95# 21
22 755.7 $ 3558 $ 542.7 " 146.8 " 53.54! 10.35! 0.42! 0.00! 0.00# 0.00# 0.00# 0.36# 22
23 2712 $ 1787 " 565.7 " 142.9 ! 51.22! 9.78! 0.32! 0.00! 0.00# 0.00# 0.00# 0.06# 23
24 3326 $16812 $ 495.8 " 139.6 ! 48.95! 9.23! 0.23! 0.00! 0.00# 0.00# 0.00# 41.47# 24
25 1129 "11037 $ 7252 $ 136.0 ! 46.75! 8.70! 0.15! 0.00! 0.00# 0.00# 0.00# 122.7 " 25
26 768.0 " 5310 $16760 $ 132.3 ! 44.62! 8.19! 0.08! 0.00! 0.00# 0.00# 0.00# 13.60" 26
27 5405 $ 7876 $ 5266 $ 128.7 ! 42.54! 7.71! 0.03! 0.00! 0.00# 0.00# 0.00# 2.09# 27
28 1656 #11061 $ 2881 $ 125.2 ! 40.52! 7.25! 0.01! 0.00! 0.00# 0.00# 0.00# 0.43# 28
29 1043 " 2176 $ 121.8 ! 38.55! 6.80! 0.00! 0.00! 0.00# 0.00# 0.00# 5.38# 29
30 23106 & 4937 $ 118.4 ! 36.65! 6.38! 0.00! 0.00! 0.00# 0.00# 0.00# 0.66# 30
31 8264 $ 4123 $ 34.80! 0.00! 0.00! 0.00# 0.08# 31
Mean 2665 &5470 &5456 & 428.5 ! 70.98 ! 16.35 ! 1.978! 0.000! 0.000! 0.000# 0.000# 14.83 #
Median 755.7 &4010 &3736 & 240.6 ! 68.59 ! 14.55 ! 1.448! 0.000! 0.000! 0.000# 0.000# 0.426#
Maximum 23106 &19918 &29838 & 1996 ! 115.0 ! 33.01! 5.97! 0.00! 0.00! 0.00# 0.00# 122.7 #
Minimum 0.000& 608.4 & 495.8 & 118.4 ! 34.80 ! 6.376! 0.000! 0.000! 0.000! 0.000# 0.000# 0.000#
Total 82601 &153162 &169121 & 12854 ! 2200 ! 490.4! 61.3! 0.0! 0.0! 0.0# 0.0# 459.6#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1153 ! ! ... Not reviewed / Quality not known
Ann. Median 8.194! " ... Relative Uncertainty +/-10%
Annual Total 420949 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 29838 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 " 27.62 15459 $ 196.4 44.69" 22.07 7.64" 4.10" 0.00# 0.00# 0.00# 1
2 563.2 # 119.7 " 24.25 6572 $ 179.9 45.01" 23.00 7.50" 2.60" 0.00# 0.00# 0.00# 2
3 122.4 " 78.20" 8672 & 4272 $ 164.4 44.32" 22.30 7.09" 1.64" 0.00# 0.00# 0.00# 3
4 30.24" 456.5 "67566 & 2625 # 151.7 " 44.33" 21.99 6.55" 1.16# 0.00# 0.00# 0.00# 4
5 12.05" 750.8 "21661 & 1900 " 142.0 " 45.25" 21.22 5.87" 0.97# 0.00# 0.00# 0.00# 5
6 11.36" 249.3 " 3901 $ 1496 " 132.0 " 45.14" 20.32 5.29" 0.88# 0.00# 0.00# 0.00# 6
7 9.16" 2505 $ 2201 # 1245 " 121.4 " 44.59" 19.21 4.98" 0.69# 0.00# 0.00# 0.00# 7
8 4.15" 429.2 " 5708 $ 3095 $ 112.6 " 42.87" 18.15 4.44" 0.52# 0.00# 0.00# 0.00# 8
9 3.03" 286.4 2632 $ 3901 $ 105.8 " 40.63" 16.75 3.84" 0.30# 0.00# 0.00# 0.00# 9
10 15.30" 296.4 " 2041 # 2327 $ 101.0 " 38.01" 15.57 3.26" 0.15# 0.00# 0.00# 0.00# 10
11 1.98# 205.8 " 1697 " 2396 $ 97.22" 36.04" 14.79 2.80" 0.05# 0.00# 0.00# 0.00# 11
12 0.43# 125.5 " 1106 " 1637 " 93.19" 35.82" 14.25 2.46" 0.01# 0.00# 0.00# 0.00# 12
13 0.12# 619.6 " 2792 $ 1499 " 91.93" 35.20" 13.93 2.07" 0.00# 0.00# 0.00# 0.00# 13
14 0.02# 194.5 " 2199 $ 962.3 " 90.20" 35.50" 13.95 1.83" 0.00# 0.00# 0.00# 0.00# 14
15 0.00# 255.1 " 1585 " 738.6 " 88.21" 35.54" 14.04 1.40# 0.00# 0.00# 0.00# 0.00# 15
16 0.00# 166.1 "82323 & 636.3 " 83.97" 35.31" 14.55 0.96# 0.00# 0.00# 0.00# 0.00# 16
17 0.00# 144.5 "21105 & 592.4 " 79.28" 35.30" 13.89 0.59# 0.00# 0.00# 0.00# 0.00# 17
18 0.00# 150.8 " 6696 $ 507.8 " 73.60" 34.80" 13.15 0.35# 0.00# 0.00# 0.00# 0.00# 18
19 0.00# 232.0 26815 & 451.9 " 69.68" 33.88" 12.77 0.20# 0.00# 0.00# 0.00# 0.00# 19
20 0.00# 4816 $ 4983 $ 405.8 " 66.02" 31.73" 12.46 0.09# 0.00# 0.00# 0.00# 0.00# 20
21 0.00# 593.2 " 2759 $ 366.8 61.72" 29.61" 12.08 0.03# 0.00# 0.00# 0.00# 0.00# 21
22 0.00# 268.6 1843 " 343.1 59.35" 27.37 11.42 0.02# 0.00# 0.00# 0.00# 0.00# 22
23 0.00# 142.7 " 1331 " 322.5 58.26" 25.08 10.48 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 0.00# 86.94" 1115 " 314.2 56.95" 23.52 9.65 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 0.00# 319.0 # 1053 " 315.0 57.17" 22.80 9.10 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 0.00# 475.3 " 763.6 " 312.1 55.80" 21.94 8.62 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 359.6 $ 52.65" 657.1 " 292.0 53.99" 21.54 8.08" 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 8094 $ 34.72" 1019 # 258.0 52.14" 21.81 7.47" 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 2551 $ 3712 $ 231.2 49.67" 22.26 7.28" 858.3 $ 0.00# 0.00# 0.00# 0.00# 29
30 350.1 " 27098 & 212.4 47.35" 22.42 7.43" 24.12" 0.00# 0.00# 0.00# 0.00# 30
31 160.6 " 12689 $ 45.56" 7.45" 6.84" 0.00# 0.00# 31
Mean 396.4 $ 507.6 $10315 & 1856 $ 91.57" 34.08" 14.11" 30.92$ 0.44# 0.00# 0.00# 0.00#
Median 0.428$ 240.7 $2632 & 687.5 $ 83.97 " 35.30 " 13.93 " 2.075$ 0.000# 0.000# 0.000# 0.000#
Maximum 8094 $ 4816 $82323 &15459 $ 196.4 " 45.25" 23.00" 858.3 $ 4.10# 0.00# 0.00# 0.00#
Minimum 0.000$ 34.72 $ 24.25 & 212.4 $ 45.56 " 21.54 " 7.277" 0.000$ 0.000# 0.000# 0.000# 0.000#
Total 12289 $ 14212 $319776 & 55686 $ 2839 " 1022 " 437.4" 958.6$ 13.1# 0.0# 0.0# 0.0#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1116 & " ... Relative Uncertainty +/-10%
Ann. Median 12.05 & # ... Relative Uncertainty +/-15%
Annual Total 407233 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 82323 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 999.3 $ 1459 & 1708 & 617.3 & 97.32" 43.54" 21.09 10.30 0.00# 0.00# 0.00# 0.58# 1
2 683.4 " 1265 & 1558 & 562.5 & 95.24" 41.87" 20.40 9.94 0.00# 0.00# 0.00# 0.00# 2
3 176.8 " 1118 & 1171 & 532.4 & 92.18" 39.75" 19.93 9.91 0.00# 0.00# 0.00# 0.00# 3
4 76.26" 972.0 & 1003 & 483.4 " 88.01" 37.20" 19.19 9.56 0.00# 0.00# 0.00# 0.00# 4
5 1532 $ 876.1 & 859.5 & 436.4 " 84.39" 35.30" 18.35 9.36 0.00# 0.00# 0.00# 0.00# 5
6 439.0 " 776.7 & 756.1 & 404.7 " 80.26" 34.47" 18.22 9.33 0.00# 0.00# 0.00# 0.00# 6
7 360.1 " 727.4 & 879.0 & 368.8 77.14" 33.56" 18.24 8.97 0.00# 0.00# 0.00# 0.00# 7
8 900.5 # 655.1 & 1274 & 337.1 74.69" 34.07" 19.48 8.47 0.00# 0.00# 0.00# 0.00# 8
9 6228 $ 592.3 & 899.3 & 311.5 74.45" 34.62" 20.38 8.37 0.00# 0.00# 0.00# 0.00# 9
10 8919 $ 546.0 & 730.0 & 286.2 71.74" 35.04" 21.23 8.12 0.00# 0.00# 0.00# 251.3 # 10
11 15709 ! 481.8 & 632.2 & 270.6 71.64" 35.04" 20.89 7.93" 0.00# 0.00# 0.00# 34.89" 11
12 14162 $ 451.5 & 847.6 & 255.7 72.03" 35.13" 20.87 7.69" 0.00# 0.00# 0.00# 8.11" 12
13 2827 $ 399.0 & 1703 & 245.8 73.05" 34.36" 20.85 7.26" 0.00# 0.00# 0.00# 3.90" 13
14 1474 " 365.9 & 5263 & 238.7 73.40" 32.15" 20.83 6.79" 0.00# 0.00# 0.00# 2.48" 14
15 931.1 " 347.0 & 2759 & 226.0 69.94" 31.41" 20.69 6.45" 0.00# 0.00# 0.00# 1.60# 15
16 649.7 " 849.2 & 3121 & 212.2 66.58" 31.26" 20.79 6.02" 0.00# 0.00# 0.00# 0.86# 16
17 4333 $ 959.4 & 2402 & 198.6 64.87" 30.16" 19.89 5.63" 0.00# 0.00# 0.00# 0.37# 17
18 1668 # 1016 & 5760 & 185.9 62.98" 28.72 19.42 4.83" 0.00# 0.00# 0.00# 0.07# 18
19 3998 & 1361 & 2667 & 173.7 62.42" 27.56 19.67 4.31" 0.00# 0.00# 0.00# 0.00# 19
20 5881 & 1462 & 1049 & 164.2 59.75" 27.51 19.50 3.84" 0.00# 0.00# 0.00# 191.2 # 20
21 9370 & 1442 & 7700 & 156.0 57.52" 26.56 19.13 2.84" 0.00# 0.00# 0.00# 2668 $ 21
22 2627 & 1348 & 4225 & 150.3 " 57.07" 25.28 17.75 1.94" 0.00# 0.00# 0.00# 931.7 " 22
23 1070 & 1160 &13780 & 143.0 " 57.15" 24.49 16.39 1.22# 0.00# 0.00# 0.00# 279.8 " 23
24 971.6 & 1109 & 4602 & 136.4 " 54.47" 25.40 14.92 0.68# 0.00# 0.00# 0.00# 146.2 " 24
25 1452 & 1076 & 3173 & 129.2 " 51.27" 27.34 13.70 0.36# 0.00# 0.00# 0.00# 78.22" 25
26 1751 & 1089 & 2388 & 122.0 " 48.90" 27.51 12.97 0.24# 0.00# 0.00# 0.00# 47.69" 26
27 5520 & 1138 & 1717 & 113.4 " 46.51" 27.51 12.43 0.07# 0.00# 0.00# 0.00# 36.14" 27
28 1961 & 1063 & 1233 & 107.1 " 45.38" 26.19 12.11 0.00# 0.00# 0.00# 0.00# 30.80" 28
29 4341 & 1125 & 973.5 & 103.1 " 45.13" 24.35 11.70 0.00# 0.00# 0.00# 0.29# 14.58 29
30 3870 & 800.7 & 99.20" 44.87" 22.89 11.21 0.00# 0.00# 0.00# 4.05" 10.97 30
31 1885 & 700.9 & 45.31" 10.64 0.00# 0.00# 8.01" 31
Mean 3444 ! 939.0 &2527 & 259.1 & 66.63 " 31.34 " 17.83 5.175# 0.000# 0.000# 0.145# 153.2 $
Median 1751 !1016 &1558 & 219.1 & 66.58 " 31.34 " 19.42 6.016# 0.000# 0.000# 0.000# 3.902$
Maximum 15709 ! 1462 &13780 & 617.3 & 97.32" 43.54" 21.23 10.30# 0.00# 0.00# 4.05# 2668 $
Minimum 76.26 ! 347.0 & 632.2 & 99.20 & 44.87 " 22.89 " 10.64 0.000# 0.000# 0.000# 0.000# 0.000$
Total 106765 ! 27230 & 78332 & 7772 & 2066 " 940.2" 552.8 160.4# 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 624.5 ! ! ... Not reviewed / Quality not known
Ann. Median 27.51 ! " ... Relative Uncertainty +/-10%
Annual Total 228570 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 15709 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 6.748"2118 $ 186.5 " 24.59 1.099# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 5.156"3406 $ 123.0 " 19.13 0.495# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 3.485" 553.3 " 418.9 " 15.70 0.154# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 2.510" 401.1 " 119.2 " 12.79 0.012# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 2.132"1634 $ 70.48 " 10.56 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 1.594"1801 $ 54.35 " 8.828 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 1.045#1414 # 43.55 " 8.031" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 0.453# 470.0 " 35.76 " 6.852" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 0.183# 945.9 " 38.10 " 5.669" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 0.041#1159 " 139.3 " 4.494" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 0.004# 626.9 " 158.4 " 3.709" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 0.000# 350.2 " 87.81 " 3.161" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 0.000# 335.0 " 56.11 " 2.367" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 0.000#1275 # 41.02 " 1.572# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 0.000# 703.2 " 31.29 " 0.782# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15
16 13.71 # 464.5 " 23.47 0.388# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 16
17 23.94 " 756.5 " 36.65 " 0.119# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17
18 21.11 " 521.7 " 262.3 " 0.009# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 365.7 " 231.0 233.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19
20 146.5 " 156.8 " 309.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 20
21 48.09 " 120.8 " 412.6 " 45.81 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21
22 18.77 92.92 " 834.3 " 94.14 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 22
23 10.87 " 71.76 " 599.3 " 30.08 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23
24 5.968" 57.99 " 234.0 12.87 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 24
25 18.25 " 49.23 " 136.2 " 7.905" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 25
26 318.2 " 186.6 " 90.60 " 5.875" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 26
27 416.2 " 582.9 " 65.13 " 4.470" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 27
28 185.1 " 391.3 " 51.16 " 3.401" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 28
29 336.7 " 41.24 " 2.563" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29
30 161.5 " 34.65 " 1.801" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 30
31 1922 $ 29.63 " 0.000# 0.000# 0.000# 0.000# 59.88 # 31
Mean 130.2 $ 745.6 $ 161.2 " 11.26 # 0.057# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.932#
Median 6.748$ 495.9 $ 87.81 " 5.081# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 1922 $3406 $ 834.3 " 94.14 # 1.099# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 59.88 #
Minimum 0.000$ 49.23 $ 23.47 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 4035 $20877 $ 4998 " 337.7 # 1.76# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 59.88#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 83.04 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 30310 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 3406 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 218.6 " 1242 ! 963.0 " 55.32! 4.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 58.42" 763.3 ! 1253 " 47.93" 3.97" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 53.46" 581.4 ! 842.1 " 45.15" 3.31" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 56.16" 482.8 ! 627.9 " 42.47" 2.82" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 162.0 " 396.8 " 1153 $ 39.89" 2.46" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 55.76" 350.5 " 700.8 " 37.41" 1.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 18.81 337.6 535.6 " 35.02" 1.63" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 26.96" 254.3 493.8 " 32.72" 1.35# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 61.79" 399.3 " 387.7 " 30.50" 0.93# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 33.04" 287.9 286.0 28.32" 0.68# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 16.28" 229.9 231.2 86.46! 0.45# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 188.6 " 248.9 " 193.6 20.28! 0.30# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 25.44" 1092 " 168.5 20.21" 0.19# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 15.70" 575.9 " 145.5 " 19.69" 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 360.0 # 469.4 " 125.4 " 19.18" 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 2586 $ 957.2 $ 109.7 " 18.68" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 514.1 " 9260 $ 105.2 " 17.41" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 215.2 " 5183 $ 97.64" 15.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 104.6 " 2001 # 86.52" 13.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 68545 & 2445 $ 76.67" 12.50 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 63480 & 2840 $ 67.52" 11.84 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 32556 & 1773 # 59.07" 10.88 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 14206 $ 1487 " 51.24" 9.82 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 5996 $ 1502 # 44.02" 8.83 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 3412 ! 1579 " 37.44" 7.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 2089 ! 947.2 " 31.45" 7.31" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 1581 ! 707.8 " 25.96" 6.21" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 2574 ! 580.4 " 21.33" 5.47" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 2482 ! 17.80" 4.83" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 2227 ! 37.25! 4.61" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 30
31 3488 ! 69.22! 0.00# 0.00# 0.00# 0.00# 0.00# 31
Mean 6691 !1392 ! 291.8 ! 23.87 ! 0.789# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Median 218.6 ! 735.5 ! 109.7 ! 18.93 ! 0.004# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 68545 ! 9260 ! 1253 ! 86.46! 4.35# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#
Minimum 15.70 ! 229.9 ! 17.80 ! 4.612! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 207407 ! 38973 ! 9045 ! 716.0! 24.4# 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 701.8 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 256166 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 68545 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 891.3 " 800.2 " 8.33" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 0.00# 843.4 " 595.9 " 5.49" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 0.00# 448.8 " 456.5 " 4.37" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 963.9 $ 258.6 361.6 " 3.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 41.51" 177.1 " 289.2 2.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 1622 $ 124.0 " 240.3 1.64" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 170.5 " 87.34" 209.8 1.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 178.1 " 62.84" 177.1 0.59# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 131.8 " 4726 $ 139.7 " 0.37# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 100.5 " 9583 $ 111.0 " 0.21# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 179.9 " 1862 $ 88.04" 0.06# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 138.0 " 1212 " 67.86" 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 51.10" 973.8 " 55.38" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 2512 $ 1343 " 49.33" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 3017 $ 1075 " 40.43" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 3352 $ 5176 $ 32.92" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 1390 # 4872 $ 26.24 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 578.3 " 1266 " 21.17 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 352.2 " 745.1 " 16.92 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 223.0 557.0 " 18.34" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 130.4 " 1470 # 20.12" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 458.9 # 21
22 81.76" 1236 " 152.7 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 801.7 " 22
23 57.71" 2878 $ 18.06" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#83282 & 23
24 44.75" 1254 " 31.99" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#32099 & 24
25 35.58" 1170 " 26.90" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5415 $ 25
26 25.78 2042 # 10.86" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1830 # 26
27 17.62 1374 " 6.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1002 " 27
28 13.56 982.9 " 11.61" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 665.0 " 28
29 164.8 " 10.10 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 481.3 " 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 1667 # 13.66 0.00# 0.00# 0.00# 0.00# 254.0 31
Mean 623.8 $1739 $ 132.6 " 0.924# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4085 &
Median 138.0 $1191 $ 40.43 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000&
Maximum 3352 $ 9583 $ 800.2 " 8.33# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#83282 &
Minimum 0.000$ 62.84 $ 6.103" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000&
Total 19337 $ 48690 $ 4111 " 27.7# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0#126640 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 544.7 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 198806 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 83282 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 186.1 100.9 " 2.344# 911.7 " 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 136.9 " 568.7 " 2.122# 618.6 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 103.2 " 566.5 $ 0.762# 441.9 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 80.64 "1982 $ 0.551# 303.0 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 65.94 " 530.4 " 0.402# 237.9 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 331.5 "2327 $ 0.270# 886.8 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 385.8 "1235 " 0.194#1486 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 451.9 "1221 # 16.52 # 392.5 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 199.3 " 575.4 " 41.48 " 223.4 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 122.4 " 337.4 " 16.89 " 159.6 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 2730 $ 215.2 13.05 " 116.4 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 607.0 " 159.8 " 21.09 " 90.10 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 64.36 # 12
13 1470 # 132.8 " 3.820" 68.95 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#2261 $ 13
14 626.6 " 88.28 " 0.859# 52.11 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 640.0 " 14
15 1400 " 66.15 " 0.375# 42.38 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 973.8 $ 15
16 484.7 " 51.99 " 0.300# 34.33 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#2160 $ 16
17 234.3 42.01 " 0.260# 26.35 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4438 $ 17
18 484.8 " 30.72 " 0.250# 19.79 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 832.3 " 18
19 171.4 " 21.20 0.253# 15.73 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 346.3 " 19
20 116.4 " 15.51 0.231# 11.87 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 147.9 " 20
21 86.80 " 11.28 0.121# 8.876" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 75.12 " 21
22 295.9 " 7.628" 0.042# 6.665" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 44.55 " 22
23 103.1 " 6.531" 0.006# 5.141" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23.84 " 23
24 65.30 " 18.39 0.056# 3.839" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 272.3 " 24
25 79.82 " 9.214" 86.36 " 2.504" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4278 $ 25
26 229.0 " 4.763" 573.2 " 1.351# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3224 $ 26
27 326.3 " 2.914"1540 " 0.427# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1073 " 27
28 252.1 " 1.533#1154 " 0.127# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 606.9 " 28
29 116.5 " 0.897# 884.9 " 0.035# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 445.3 " 29
30 76.64 " 1995 # 0.011# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4994 $ 30
31 53.40 " 1747 # 0.000# 0.000# 0.000# 0.000# 1382 # 31
Mean 389.5 $ 356.3 $ 261.4 # 205.6 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 912.3 $
Median 199.3 $ 66.15 $ 0.859# 38.36 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 147.9 $
Maximum 2730 $2327 $1995 #1486 # 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#4994 $
Minimum 53.40 $ 0.897$ 0.006# 0.011# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 12074 $10332 $ 8103 # 6168 # 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#28283 $
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 64960 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 4994 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 637.0 " 364.4 " 63.22" 2384 # 34.14" 3.70" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 405.0 " 215.7 " 91.73" 1613 " 32.59" 3.60" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 256.1 84.74" 197.8 " 1162 " 32.82" 3.46" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 170.1 " 40.30" 326.4 " 880.1 " 37.31" 3.08" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 115.3 " 21.06 176.7 " 697.2 " 37.50" 2.51" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 78.21" 10.71" 171.2 " 579.2 " 35.12" 2.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 57.98" 2789 $ 94.63" 487.1 " 32.62" 1.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 7
8 113.4 " 396.2 " 55.11" 402.8 " 29.92" 1.53" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 8
9 142.5 " 392.0 " 633.0 " 340.5 27.43 1.31# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 9
10 129.0 " 163.6 " 1475 # 291.6 24.41 1.02# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 10
11 133.2 " 149.0 " 968.5 " 253.1 22.07 0.59# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 11
12 145.7 " 66.90" 1471 $ 222.0 22.47 0.25# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 12
13 116.3 " 67.58" 1544 # 194.0 21.24 0.08# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 13
14 67.71" 45.16" 1027 " 166.9 " 18.66 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 14
15 52.93" 29.28" 723.6 " 139.9 " 16.77 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 15
16 36.93" 33.27" 910.7 " 120.8 " 15.09 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 16
17 25.94" 23.69 3066 $ 108.0 " 13.39 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 17
18 16.54 16.57 3951 $ 101.7 " 11.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 18
19 10.66" 315.9 " 2724 $ 94.81" 10.22 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 19
20 6.77" 626.2 " 1149 " 88.73" 9.00 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 20
21 5.19" 603.6 " 3415 $ 82.70" 8.16" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4.85& 21
22 3.35" 373.7 "36855 & 75.74" 7.43" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.04& 22
23 1.86# 283.6 " 9195 $ 66.33" 6.59" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 23
24 0.88# 425.7 " 7688 $ 62.07" 5.87" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 24
25 0.57# 376.1 " 7919 $ 57.64" 5.45" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 25
26 0.35# 218.3 5131 $ 53.47" 5.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00& 26
27 0.21# 133.4 " 5177 $ 48.40" 4.68" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4.79& 27
28 0.06# 86.55"17804 $ 45.33" 4.38" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2.59& 28
29 0.04# 33906 & 41.77" 3.87" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.09& 29
30 0.02# 7660 $ 36.46" 3.78" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13.70& 30
31 169.2 # 3794 $ 3.73" 0.00# 0.00# 0.00# 0.40& 31
Mean 93.52 # 298.3 $5141 & 363.2 # 17.53 " 0.846# 0.000# 0.000# 0.000# 0.000# 0.000# 0.854&
Median 52.93 # 156.3 $1475 & 130.4 # 15.09 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000&
Maximum 637.0 # 2789 $36855 & 2384 # 37.50" 3.70# 0.00# 0.00# 0.00# 0.00# 0.00# 13.70&
Minimum 0.018# 10.71 $ 55.11 & 36.46 # 3.732" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000&
Total 2899 # 8352 $159362 & 10897 # 543.3" 25.4# 0.0# 0.0# 0.0# 0.0# 0.0# 26.5&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 498.9 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 182106 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 36855 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 6.343# 1
2 3.847& 726.2 & 98.38 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 44.17 " 2
3 1.128& 435.5 & 51.99 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1327 $ 3
4 0.377& 148.4 & 30.36 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21.65 " 4
5 614.9 & 80.33 & 17.89 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.047" 5
6 176.1 & 48.00 & 50.67 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.340# 6
7 23.61 & 33.05 & 206.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.178# 7
8 5.486& 21.02 & 75.21 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.016# 8
9 0.585& 13.50 30.78 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 444.4 # 9
10 0.000& 8.035" 254.9 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#8412 $ 10
11 2.011& 4.750" 375.1 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 718.4 " 11
12 59.27 & 2.596" 51.19 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 140.1 " 12
13 21.87 & 1.085# 32.92 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 60.47 " 13
14 9.214& 109.4 # 14.43 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29.70 " 14
15 2.746& 97.90 " 6.678" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13.57 15
16 0.044& 23.74 " 3.325" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7.538" 16
17 8.932& 325.6 "2777 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4.693" 17
18 1.846& 96.82 " 298.7 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3.541" 18
19 14.51 & 281.9 $ 117.3 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2.935" 19
20 3.263&2023 $ 58.19 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2.447" 20
21 20.55 & 218.2 " 33.03 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 50.94 # 268.3 " 21
22 46.06 & 66.57 " 19.04 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1959 $ 179.2 " 22
23 11.56 & 32.71 " 11.12 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21.16 " 46.70 " 23
24 1.055& 16.97 6.695" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.864# 187.6 " 24
25 5.245& 9.841" 4.240" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.039# 141.2 " 25
26 29.62 & 61.30 " 2.430" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1212 # 26
27 2.442& 43.79 " 1.102# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 162.2 " 27
28 1.356&1049 " 0.272# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 464.9 " 28
29 212.6 & 0.067# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.237# 173.5 " 29
30 947.2 & 0.012# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3.388# 48.48 " 30
31 405.4 & 0.001# 0.000# 0.000# 0.000# 0.000# 27.10 " 31
Mean 84.93 & 249.7 & 156.8 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 67.88 $ 456.7 $
Median 5.486& 63.93 & 30.78 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 46.70 $
Maximum 947.2 &2023 &2777 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1959 $8412 $
Minimum 0.000& 1.085& 0.001$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$ 0.016$
Total 2633 & 6991 & 4862 $ 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2036 $14156 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 84.05 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 30678 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 8412 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 13.74 29196 & 2541 # 135.6 ! 9.50! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 262.7 " 4773 $ 1761 " 108.1 ! 8.79! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 19.68"14784 $ 1284 " 87.03! 7.70" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 21.64" 3266 $ 1010 " 68.53! 6.65" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 2179 $ 1874 # 975.1 " 56.26! 5.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 750.2 " 7135 $ 907.0 " 48.21! 5.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 139.9 " 6087 $ 957.8 " 40.34! 4.86" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 67.41" 1776 # 1030 " 34.26! 4.36" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 43.18" 1190 " 626.2 " 29.74! 3.68" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 27.39" 2707 $ 501.5 " 26.89! 2.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 16.77 13558 $ 417.9 " 24.15! 2.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 5176 $ 4393 $ 348.3 21.44! 1.41# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 465.3 " 5600 $ 289.9 20.11! 0.76# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 147.7 " 4002 $ 246.4 18.87! 0.32# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 539.8 " 2841 $ 217.7 18.08! 0.17# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 265.3 " 3053 $ 194.4 17.57! 0.10# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 2497 $ 2878 $ 170.6 17.31! 0.07# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 1796 # 3133 $ 151.8 " 17.21! 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 2339 $ 1596 " 136.6 " 17.30! 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 1971 $ 1874 # 134.0 " 17.29! 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 1561 #68579 & 162.8 " 16.91! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 2021 $41792 & 142.8 " 16.14! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 670.9 "14095 $ 120.3 " 15.36! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 11689 $19220 $ 99.38" 14.46! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 10500 $ 5872 $ 83.16" 13.46! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 37512 & 4831 $ 71.70" 12.49! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 11413 $ 5519 $ 157.6 " 11.87! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 22800 $ 2797 # 1069 " 11.28! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 7267 $ 642.2 " 10.48! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 8073 $ 339.8 " 9.89! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 30
31 5868 $ 178.3 " 0.00# 0.00# 0.00# 0.00# 0.00# 31
Mean 4455 &9944 & 547.4 # 31.89 ! 2.084! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Median 1561 &4583 & 289.9 # 17.83 ! 0.105! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 37512 &68579 & 2541 # 135.6 ! 9.50! 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#
Minimum 13.74 &1190 & 71.70 # 9.894! 0.000! 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 138114 &278421 & 16969 # 956.6! 64.6! 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 1190 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 434525 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 68579 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 698.5 ! 1.095# 0.262# 6.310" 0.343# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 0.000# 519.8 ! 2.742# 0.251# 3.974" 0.163# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 0.000#1027 ! 0.185# 0.192# 2.364" 0.086# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 0.000#1534 ! 0.027# 0.106# 1.000# 0.040# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 0.000# 608.4 ! 0.001# 0.054# 0.347# 0.017# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 0.000# 297.6 ! 0.000# 0.018# 0.185# 0.004# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 0.000# 194.9 ! 207.3 # 0.001# 0.077# 0.002# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 0.000# 148.4 ! 48.69 " 0.000# 0.036# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 0.000# 126.0 ! 12.42 " 0.000# 0.036# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 0.000# 131.1 !9130 $ 0.000# 0.030# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 0.000# 85.27 !1060 " 0.000# 0.017# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 8.530! 45.14 ! 573.9 " 0.000# 0.007# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 1.267! 22.06 ! 708.0 " 0.000# 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 0.000! 14.51 ! 183.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 0.000! 32.97 ! 83.99 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15
16 0.000! 163.5 ! 49.86 " 0.175# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 16
17 0.000! 51.81 ! 65.14 " 4.875" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17
18 21.40 ! 21.26 ! 27.35 " 2.040# 819.4 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 31.98 ! 13.02 ! 13.32 0.226#2765 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19
20 5.239! 8.331! 8.174" 0.025# 312.4 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 20
21 242.2 ! 4.413" 5.764"1107 $ 134.9 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21
22 387.1 ! 13.83 " 4.304" 637.3 $ 275.7 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 22
23 107.1 ! 76.34 " 2.818" 36.61 " 97.64 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23
24 1270 ! 11.52 1.803#2089 $ 44.34 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 24
25 1547 ! 6.761" 0.908# 535.7 " 27.11 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 25
26 644.9 ! 2.431# 0.607# 104.0 " 16.35 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 26
27 2985 ! 0.416# 0.405# 47.72 " 9.805" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 27
28 4835 ! 0.073# 0.312# 28.63 " 5.925" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 28
29 1958 ! 0.008# 0.262# 17.97 3.558" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29
30 2652 ! 0.262# 10.61 " 1.958" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 30
31 1220 ! 0.262# 0.891# 0.000# 0.000# 0.000# 0.000# 31
Mean 578.0 ! 202.0 ! 393.3 $ 154.1 $ 146.1 $ 0.022# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Median 1.267! 45.14 ! 4.304$ 0.209$ 1.958$ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 4835 !1534 !9130 $2089 $2765 $ 0.343# 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 17917 ! 5859 !12193 $ 4623 $ 4529 $ 0.65# 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 123.3 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 45122 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 9130 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 27643 & 1647 " 104.3" 5.1" 0.1# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 1
2 0.0# 10781 $ 1244 " 81.3" 4.6" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 2
3 0.0# 20021 & 972.5" 68.4" 4.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 3
4 11.6# 25194 & 804.1" 61.1" 4.0" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 4
5 307.9" 3578 $ 686.9" 55.5" 3.8" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 5
6 1.0# 1880 # 596.4" 50.9" 3.7" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 6
7 7641 $ 1158 " 529.7" 47.8" 3.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 7
8 331.6" 19963 & 512.2" 44.6" 3.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 8
9 66.8" 3873 $ 470.7" 41.4" 3.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 9
10 24.8" 1760 # 375.3" 38.4" 3.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 10
11 8.5" 1125 " 315.1 35.3" 3.1" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 11
12 3.2" 1881 # 269.9 32.8" 2.7" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 12
13 0.8# 1269 # 235.9 30.3" 2.2" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.2# 13
14 0.3# 725.6" 229.7 27.9 2.1" 0.1# 0.0# 0.0# 0.0# 0.0# 0.0# 78.3# 14
15 0.2# 2979 $ 215.0 25.4 2.0" 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 842.8$ 15
16 0.0# 3439 $ 201.5 23.5 1.7" 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 422.0# 16
17 0.0# 17060 & 171.5 21.7 1.5" 0.1# 0.0# 0.0# 0.0# 0.0# 0.0# 56.1" 17
18 1895 $ 6110 $ 163.9" 19.8 1.3" 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 10.0" 18
19 190.4" 18925 $ 154.3" 18.2 1.3# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 2.5# 19
20 5029 $ 59020 & 124.9" 16.0 1.2# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.6# 20
21 688.4" 28596 & 110.4" 14.3 1.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.1# 21
22 413.4"100740 & 97.8" 12.7 1.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 22
23 591.5"126771 & 103.7" 11.2 1.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 23
24 359.9" 10687 $ 151.0" 10.1 0.9# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 24
25 110.5" 5448 $ 165.4" 8.9 0.8# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 25
26 92.4" 3742 $ 200.2" 7.9" 0.7# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 1243 $ 26
27 112.3" 3492 $ 417.3" 7.0" 0.5# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 186.9" 27
28 1148 # 2175 # 271.3 6.3" 0.4# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 33.5" 28
29 1539 # 177.3 6.0" 0.3# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 11.0" 29
30 6381 $ 175.9" 5.6" 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 0.0# 4.1" 30
31 6846 $ 171.8" 0.1# 0.0# 0.0# 0.0# 1.5# 31
Mean 1090 $18216 & 385.9 " 31.15" 2.09# 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 93.31$
Median 110.5 $4660 & 229.7 " 24.44 " 1.684# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.019$
Maximum 7641 $126771 & 1647 " 104.3" 5.1# 0.2# 0.0# 0.0# 0.0# 0.0# 0.0# 1243 $
Minimum 0.000$ 725.6 & 97.78 " 5.605" 0.124# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 33794 $510034 & 11963 " 934.6" 64.7# 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 1533 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 559684 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 126771 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 0.45# 101.2 " 7163 $ 0.76# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 0.14# 103.8 "19955 & 0.48# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 0.04# 124.3 " 4105 $ 0.33# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 0.01# 50.76" 3180 $ 0.24# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 55.94# 4
5 0.00# 32.62" 1957 # 0.17# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 199.5 " 5
6 310.1 # 21.46" 1202 " 0.11# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 487.8 " 6
7 84.99" 514.6 " 826.2 " 0.07# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 848.3 " 7
8 29.02" 135.3 " 603.4 " 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 100.9 " 8
9 25.42" 100.1 " 452.7 " 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 480.1 " 9
10 132.0 " 139.5 " 343.3 0.04# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 152.4 " 10
11 102.8 " 912.2 $ 263.8 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1279 $ 11
12 39.97" 88.13" 196.6 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1464 $ 12
13 17.12" 46.03" 149.2 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 465.0 " 13
14 709.9 " 43.77" 113.6 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2767 $ 14
15 198.3 " 31.82" 84.09" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1358 $ 15
16 140.2 " 49.63" 64.29" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6826 $ 16
17 994.2 $ 1227 # 51.46" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1442 # 17
18 240.9 " 1144 " 41.61" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 583.9 " 18
19 3316 $ 1261 " 33.45" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 418.9 " 19
20 1927 $ 762.0 " 26.78 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 167.9 " 20
21 339.1 " 431.8 " 21.02 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 86.88" 21
22 630.4 " 357.3 " 16.65 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 53.96" 22
23 143.5 " 391.9 " 13.45 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 37.32" 23
24 64.75" 276.9 10.21 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26.25" 24
25 39.33" 174.9 " 7.97" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28.72" 25
26 25.05" 139.7 " 6.38" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2098 $ 26
27 15.14 155.0 " 5.03" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 145.3 " 27
28 5627 $ 111.5 " 4.18" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 58.06" 28
29 971.0 " 3.28" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 58.67" 29
30 293.4 " 2.27" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 35.30" 30
31 165.6 " 1.42# 0.00# 0.00# 0.00# 0.00# 21.14 31
Mean 534.9 $ 318.9 $1319 & 0.077# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 701.5 $
Median 132.0 $ 137.4 $ 64.29 & 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 152.4 $
Maximum 5627 $ 1261 $19955 & 0.76# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6826 $
Minimum 0.002$ 21.46 $ 1.424& 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 16583 $ 8929 $40904 & 2.32# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#21747 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 241.5 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 88165 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 19955 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 #17409 & 140.3 " 179.6 49.54" 25.77 2.98" 0.00# 0.00# 0.00# 0.00# 1
2 112.9 $ 2013 " 7889 $ 129.9 " 170.2 48.85" 24.60 2.83" 0.00# 0.00# 0.00# 0.00# 2
3 2920 $ 5916 $ 6800 $ 121.3 " 158.7 " 47.88" 23.58 2.40" 0.00# 0.00# 0.00# 0.00# 3
4 575.9 " 3147 $ 5620 $ 113.5 " 145.4 " 47.35" 21.80 1.85" 0.00# 0.00# 0.00# 0.00# 4
5 211.4 " 2234 $35833 & 107.6 " 133.2 " 45.89" 21.64 1.30# 0.00# 0.00# 0.00# 0.00# 5
6 78.82"12160 $25554 & 102.0 " 127.3 " 44.71" 21.46 0.65# 0.00# 0.00# 0.00# 0.00# 6
7 41.04"10145 $ 5430 $ 101.6 " 124.2 " 43.98" 21.00 0.34# 0.00# 0.00# 0.00# 86.92# 7
8 450.2 "13044 $ 6304 $ 192.6 " 119.7 " 43.32" 20.90 0.18# 0.00# 0.00# 0.00# 23.23! 8
9 907.3 " 5269 $ 3067 $ 9171 $ 114.8 " 42.37" 20.83 0.05# 0.00# 0.00# 0.00# 1.20! 9
10 371.9 " 9022 $ 2091 # 3803 $ 111.1 " 41.94" 20.83 0.01# 0.00# 0.00# 0.00# 0.00! 10
11 3669 $ 3072 $ 1613 " 2743 $ 106.1 " 41.44" 20.77 0.00# 0.00# 0.00# 0.00# 0.01! 11
12 467.4 " 7494 $ 1269 " 3589 $ 99.76" 40.43" 20.35 0.00# 0.00# 0.00# 0.00# 0.28! 12
13 206.0 " 8807 $ 1016 " 3613 $ 95.61" 39.38" 19.39 0.00# 0.00# 0.00# 0.00# 2.23! 13
14 1914 $ 9106 $ 838.5 " 2650 $ 90.43" 38.35" 18.70 0.00# 0.00# 0.00# 0.00# 6.65! 14
15 2416 $ 5529 $ 709.1 " 1836 " 85.91" 36.50" 18.35 0.00# 0.00# 0.00# 0.00# 7.09! 15
16 4246 $ 2826 $ 617.1 " 1281 " 81.36" 35.55" 17.25 0.00# 0.00# 0.00# 0.00# 11.96! 16
17 51844 & 3383 $ 543.3 " 975.8 " 78.07" 35.17" 15.96 0.00# 0.00# 0.00# 0.00# 12.58! 17
18 11638 $ 2474 $ 485.8 " 806.0 " 141.2 " 33.32" 14.89 0.00# 0.00# 0.00# 0.00# 9.57! 18
19 3910 $ 2106 # 466.3 " 716.3 " 114.3 " 31.37" 14.04 0.00# 0.00# 0.00# 0.00# 8.87! 19
20 2961 $ 1810 " 695.2 " 603.5 " 91.47" 30.10" 12.96 0.00# 0.00# 0.00# 0.00# 7.49! 20
21 1270 " 1662 " 530.7 " 509.5 " 79.90" 29.07 11.54 0.00# 0.00# 0.00# 0.00# 6.60! 21
22 863.2 " 1336 # 435.3 " 433.0 " 71.19" 28.62 9.92 0.00# 0.00# 0.00# 0.00# 6.47! 22
23 2243 $ 3023 $ 405.2 " 377.9 " 65.43" 28.60 8.26" 0.00# 0.00# 0.00# 0.00# 5.78! 23
24 1015 " 2650 $ 344.5 336.5 62.24" 28.50 7.39" 0.00# 0.00# 0.00# 0.00# 5.04! 24
25 573.9 " 3167 $ 296.6 300.5 59.99" 28.39 6.77" 0.00# 0.00# 0.00# 0.00# 4.59! 25
26 614.1 # 3770 $ 258.4 270.1 58.69" 28.34 5.81" 0.00# 0.00# 0.00# 0.00# 3.97! 26
27 4079 $15416 & 226.8 244.0 58.22" 28.34 5.05" 0.00# 0.00# 0.00# 0.00# 3.33! 27
28 1558 $ 5068 $ 202.1 221.3 56.76" 28.34 4.53" 0.00# 0.00# 0.00# 0.00# 2.48! 28
29 43732 & 181.8 201.7 54.45" 28.34 4.29" 0.00# 0.00# 0.00# 0.00# 1.95! 29
30 32779 & 165.1 189.0 52.69" 27.68 3.93" 0.00# 0.00# 0.00# 0.00# 1.51! 30
31 4472 $ 151.5 " 51.08" 3.31" 0.00# 0.00# 177.5 ! 31
Mean 5876 &5298 &4111 &1196 $ 98.04 " 36.72 " 15.03 " 0.407# 0.000# 0.000# 0.000# 12.82 !
Median 1270 &3275 & 695.2 & 357.2 $ 91.47 " 36.02 " 17.25 " 0.000# 0.000# 0.000# 0.000# 3.970!
Maximum 51844 &15416 &35833 & 9171 $ 179.6 " 49.54" 25.77" 2.98# 0.00# 0.00# 0.00# 177.5 !
Minimum 13.24 &1336 & 151.5 & 101.6 $ 51.08 " 27.68 " 3.310" 0.000# 0.000# 0.000# 0.000# 0.000!
Total 182152 &148335 &127448 & 35879 $ 3039 " 1102 " 465.9" 12.6# 0.0# 0.0# 0.0# 397.3!
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1367 ! ! ... Not reviewed / Quality not known
Ann. Median 25.77 ! " ... Relative Uncertainty +/-10%
Annual Total 498831 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 51844 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 147.2 ! 305.2 ! 646.3 ! 26.33 16.66 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 128.7 ! 700.5 ! 486.7 ! 22.65 13.92 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 120.0 ! 544.2 ! 400.7 ! 19.55 11.66 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 116.6 ! 409.2 ! 349.4 ! 16.88 9.277 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 108.1 ! 523.9 ! 396.3 ! 14.16 7.580" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 102.5 ! 912.6 !2977 ! 12.27 5.916" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 92.58 ! 538.0 !2770 ! 10.74 4.826" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 85.41 ! 385.8 !4755 ! 12.26 " 4.042" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 74.13 ! 690.4 !4015 $ 88.96 " 3.266" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 65.02 !1146 !6061 $ 180.6 " 2.769" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 56.75 ! 842.2 !3603 $ 993.3 " 2.284" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 47.58 ! 619.8 !1718 " 361.3 " 1.748" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 95.39 ! 480.7 !1051 " 176.7 " 1.130# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 133.8 ! 394.2 ! 715.2 " 117.2 " 0.553# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 128.5 ! 343.4 ! 528.3 " 91.42 " 0.129# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 64.59 # 15
16 123.8 ! 295.3 ! 425.1 "1903 $ 0.011# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5.075" 16
17 117.7 ! 255.0 ! 522.1 " 988.0 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.636# 17
18 111.2 ! 230.3 ! 426.8 " 467.6 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 103.8 ! 210.2 ! 270.3 280.0 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 551.1 # 19
20 93.05 ! 196.5 ! 239.3 189.9 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 569.4 " 20
21 85.44 ! 183.2 ! 170.5 " 139.3 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 214.1 " 21
22 80.63 ! 163.8 ! 130.0 " 103.3 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 76.83 " 22
23 2209 ! 145.3 ! 102.0 " 77.84 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 38.29 " 23
24 1262 ! 161.6 ! 82.00 " 61.47 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19.15 24
25 705.4 !1593 ! 68.11 " 50.01 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7.224" 25
26 474.1 !1027 ! 57.47 " 41.40 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 61.90 # 26
27 356.7 ! 735.5 ! 49.68 " 35.10 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3193 $ 27
28 285.9 ! 829.2 ! 43.28 " 29.11 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 396.3 " 28
29 242.0 ! 935.9 ! 37.94 " 23.93 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 171.9 " 29
30 220.5 ! 33.75 " 19.75 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 618.6 " 30
31 247.4 ! 30.18 " 0.000# 0.000# 0.000# 0.000# 336.4 " 31
Mean 265.2 ! 544.7 !1070 ! 218.5 $ 2.767# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 204.0 $
Median 117.7 ! 480.7 ! 400.7 ! 69.65 $ 0.011# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.636$
Maximum 2209 !1593 !6061 !1903 $ 16.66 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#3193 $
Minimum 47.58 ! 145.3 ! 30.18 ! 10.74 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 8221 !15797 !33160 ! 6554 $ 85.77# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6324 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 191.6 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 70143 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 6061 ! 0.000!
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 238.2 " 9517 $ 2758 # 166.6 41.96" 43.73" 16.70 3.28" 0.00# 0.00# 0.00# 0.00# 1
2 3342 $ 4548 $ 3823 $ 158.8 41.27" 42.17" 16.49 3.07" 0.00# 0.00# 0.00# 0.00# 2
3 1136 " 3285 $ 3017 # 149.0 " 41.27" 41.06" 15.84 2.80" 0.00# 0.00# 0.00# 0.00# 3
4 463.5 " 7004 $ 2224 # 139.9 " 41.27" 39.96" 15.02 2.46" 0.00# 0.00# 0.00# 0.00# 4
5 349.5 " 3986 $ 1684 " 129.0 " 41.27" 39.96" 14.64 2.19" 0.00# 0.00# 0.00# 0.00# 5
6 407.8 " 2439 # 1343 " 119.3 " 41.06" 40.41" 14.05 2.03" 0.00# 0.00# 0.00# 0.00# 6
7 296.1 2943 $ 1125 " 109.1 " 40.21" 47.07" 13.47 1.87" 0.00# 0.00# 0.00# 0.00# 7
8 225.7 8332 $ 964.1 " 101.9 " 39.63" 48.54" 13.19 1.71" 0.00# 0.00# 0.00# 0.00# 8
9 160.7 " 4125 $ 1045 " 96.13" 41.52" 45.74" 12.65 1.39# 0.00# 0.00# 0.00# 0.00# 9
10 116.6 " 2426 # 2847 $ 91.43" 47.84" 42.24" 12.10 0.98# 0.00# 0.00# 0.00# 194.0 # 10
11 88.27"25014 & 3934 $ 87.75" 70.99" 39.88" 11.90 0.55# 0.00# 0.00# 0.00# 382.5 " 11
12 867.7 " 5123 $ 1769 # 86.07" 99.83" 38.26" 11.18 0.25# 0.00# 0.00# 0.00# 69.82" 12
13 852.0 " 2880 $ 1159 " 84.80" 112.3 " 36.50" 10.55 0.07# 0.00# 0.00# 0.00# 79.73" 13
14 529.1 " 2640 $ 907.7 " 82.86" 92.00" 34.81" 9.86 0.01# 0.00# 0.00# 0.00# 266.1 " 14
15 553.9 " 5759 $ 739.7 " 79.30" 75.49" 33.49" 9.76 0.00# 0.00# 0.00# 0.00# 182.9 " 15
16 481.0 " 2427 $ 623.4 " 74.71" 67.18" 32.03" 9.14 0.00# 0.00# 0.00# 0.00# 195.6 " 16
17 461.8 " 5156 $ 548.4 " 69.06" 60.35" 30.55" 8.51 0.00# 0.00# 0.00# 0.00# 87.16" 17
18 6009 $ 9177 $ 494.2 " 64.39" 55.85" 28.83 8.06" 0.00# 0.00# 0.00# 0.00# 72.60" 18
19 58715 &11477 & 451.3 " 60.78" 52.86" 27.31 7.40" 0.00# 0.00# 0.00# 0.00# 241.3 " 19
20 18397 $16364 & 407.1 " 57.59" 50.93" 25.30 6.84" 0.00# 0.00# 0.00# 0.00# 755.8 " 20
21 17544 &10976 $ 361.4 55.38" 52.74" 24.09 6.36" 0.00# 0.00# 0.00# 0.00# 3825 $ 21
22 5846 $ 6583 $ 322.8 53.12" 78.97" 24.09 5.74" 0.00# 0.00# 0.00# 0.00# 842.6 " 22
23 3404 $ 6050 $ 293.5 51.82" 233.9 " 24.09 5.23" 0.00# 0.00# 0.00# 0.00# 578.1 " 23
24 3734 $ 4329 $ 265.8 50.53" 138.1 " 24.02 4.95" 0.00# 0.00# 0.00# 0.00# 308.6 24
25 11831 $13537 $ 242.2 49.27" 98.12" 23.57 4.75" 0.00# 0.00# 0.00# 0.00# 222.1 25
26 37132 & 5641 $ 226.6 47.28" 81.73" 22.57 4.52" 0.00# 0.00# 0.00# 0.00# 145.6 " 26
27 16426 $10270 $ 211.8 45.92" 67.69" 21.21 4.41" 0.00# 0.00# 0.00# 0.00# 100.7 " 27
28 10318 $ 3992 $ 198.5 44.69" 59.42" 20.14 4.28" 0.00# 0.00# 0.00# 0.00# 66.90" 28
29 67064 & 189.9 43.66" 53.63" 19.19 3.99" 0.00# 0.00# 0.00# 0.00# 145.3 " 29
30 28889 $ 181.3 42.71" 49.38" 17.70 3.91" 0.00# 0.00# 0.00# 0.00# 56.63" 30
31 12425 $ 174.7 46.23" 3.61" 0.00# 0.00# 37.79" 31
Mean 9945 &7000 &1114 $ 83.10 " 68.23 " 32.62 " 9.325" 0.731# 0.000# 0.000# 0.000# 285.7 $
Median 1136 &5398 & 623.4 $ 77.00 " 53.63 " 32.76 " 9.141" 0.000# 0.000# 0.000# 0.000# 87.16 $
Maximum 67064 &25014 & 3934 $ 166.6 " 233.9 " 48.54" 16.70" 3.28# 0.00# 0.00# 0.00# 3825 $
Minimum 88.27 &2426 & 174.7 $ 42.71 " 39.63 " 17.70 " 3.609" 0.000# 0.000# 0.000# 0.000# 0.000$
Total 308306 &196002 & 34531 $ 2493 " 2115 " 978.5" 289.1" 22.7# 0.0# 0.0# 0.0# 8857 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1517 & " ... Relative Uncertainty +/-10%
Ann. Median 39.63 & # ... Relative Uncertainty +/-15%
Annual Total 553593 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 67064 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 27.51" 1082 " 53.64" 781.4 " 74.87" 14.23 4.19" 0.00# 0.00# 0.00# 0.00# 155.1 " 1
2 20.11 826.6 " 47.75" 596.2 " 67.94" 13.39 4.02" 0.00# 0.00# 0.00# 0.00# 101.0 " 2
3 21.95 529.2 " 41.19" 475.7 " 62.16" 13.16 4.99" 0.00# 0.00# 0.00# 0.00# 101.8 " 3
4 432.2 " 379.0 " 39.67" 394.6 " 57.30" 12.54 4.89" 0.00# 0.00# 0.00# 0.00# 66.66" 4
5 244.7 333.7 " 438.5 # 348.3 " 52.90" 12.54 4.33" 0.00# 0.00# 0.00# 0.00# 1235 $ 5
6 153.6 " 788.3 " 341.5 " 399.8 " 48.93" 12.33 3.80" 0.00# 0.00# 0.00# 0.00# 2131 $ 6
7 82.36" 406.4 " 208.5 307.5 45.50" 11.53 3.13" 0.00# 0.00# 0.00# 0.00# 1211 # 7
8 54.01" 271.2 159.3 " 247.9 42.67" 10.68 2.30" 0.00# 0.00# 0.00# 0.00# 326.9 " 8
9 39.27" 306.3 " 97.66" 211.0 39.97" 9.81 1.53# 0.00# 0.00# 0.00# 0.00# 132.7 " 9
10 348.1 $ 1602 $ 70.39" 185.3 38.40" 9.40 0.80# 0.00# 0.00# 0.00# 0.00# 68.89" 10
11 965.1 $ 2576 $ 56.09" 163.7 37.11" 8.98 0.35# 0.00# 0.00# 0.00# 0.00# 45.37" 11
12 296.1 2196 # 183.0 $ 145.5 " 36.41" 8.70 0.10# 0.00# 0.00# 0.00# 0.00# 6340 $ 12
13 138.2 " 936.9 " 2138 $ 128.2 " 36.28" 8.15 0.01# 0.00# 0.00# 0.00# 0.00#78301 & 13
14 85.74" 597.4 " 1246 " 114.8 " 36.20" 7.64" 0.00# 0.00# 0.00# 0.00# 0.00#14922 & 14
15 154.9 " 426.7 " 5984 $ 1369 # 35.84" 7.08" 0.00# 0.00# 0.00# 0.00# 0.00# 3714 $ 15
16 407.0 " 324.2 3372 $ 850.2 " 34.94" 6.83" 0.00# 0.00# 0.00# 0.00# 0.00# 2010 # 16
17 201.2 " 246.9 2413 # 699.1 " 34.76" 6.17" 0.00# 0.00# 0.00# 0.00# 0.00# 1281 " 17
18 108.5 " 194.3 2012 # 467.9 " 34.34" 5.51" 0.00# 0.00# 0.00# 0.00# 0.00# 902.3 " 18
19 172.7 " 156.1 " 1525 " 348.9 " 34.34" 5.02" 0.00# 0.00# 0.00# 0.00# 0.00# 3760 $ 19
20 848.4 " 125.8 " 903.2 " 305.2 34.08" 6.20" 0.00# 0.00# 0.00# 0.00# 0.00#13501 & 20
21 486.6 " 159.6 " 631.5 " 298.1 33.31" 6.35" 0.00# 0.00# 0.00# 0.00# 0.00#12207 & 21
22 240.2 151.1 " 538.0 " 271.1 32.42" 6.37" 0.00# 0.00# 0.00# 0.00# 0.00# 4167 $ 22
23 1112 $ 126.3 " 3710 $ 230.5 30.17" 6.00" 0.00# 0.00# 0.00# 0.00# 0.00# 2411 # 23
24 2160 $ 120.3 " 1411 " 197.5 27.25 5.71" 0.00# 0.00# 0.00# 0.00# 0.00# 1571 " 24
25 1171 " 94.84" 2136 # 166.6 23.89 5.32" 0.00# 0.00# 0.00# 0.00# 128.4 # 9078 $ 25
26 656.4 " 79.31" 6529 $ 141.3 " 21.48 5.18" 0.00# 0.00# 0.00# 0.00# 17.57" 3059 $ 26
27 512.0 " 67.70" 3714 $ 121.3 " 19.70 4.87" 0.00# 0.00# 0.00# 0.00# 28.61" 3036 $ 27
28 341.0 " 59.72" 3747 $ 104.4 " 18.41 4.53" 0.00# 0.00# 0.00# 0.00# 4.57" 2335 # 28
29 236.6 2104 # 91.81" 17.25 4.41" 0.00# 0.00# 0.00# 0.00# 2.38" 4188 $ 29
30 181.7 1585 " 82.64" 15.85 4.55" 0.00# 0.00# 0.00# 0.00# 581.6 " 2585 # 30
31 163.4 1049 " 14.73 0.00# 0.00# 0.00# 1603 " 31
Mean 389.1 $ 541.5 $1564 $ 341.5 # 36.76 " 8.106" 1.112# 0.000# 0.000# 0.000# 25.44 #5695 &
Median 236.6 $ 315.3 $1049 $ 259.5 # 34.94 " 6.957" 0.000# 0.000# 0.000# 0.000# 0.000#2131 &
Maximum 2160 $ 2576 $ 6529 $ 1369 # 74.87" 14.23" 4.99# 0.00# 0.00# 0.00# 581.6 #78301 &
Minimum 20.11 $ 59.72 $ 39.67 $ 82.64 # 14.73 " 4.410" 0.000# 0.000# 0.000# 0.000# 0.000# 45.37 &
Total 12063 $ 15163 $ 48485 $ 10246 # 1139 " 243.2" 34.5# 0.0# 0.0# 0.0# 763.1#176547 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 725.2 & " ... Relative Uncertainty +/-10%
Ann. Median 17.57 & # ... Relative Uncertainty +/-15%
Annual Total 264683 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 78301 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 1177 " 577.7 " 1261 " 204.0 65.71" 35.59" 15.33 3.98" 0.00# 0.00# 0.00# 57.98" 1
2 851.3 " 1017 $ 1078 " 180.0 62.87" 34.95" 15.68 3.79" 0.00# 0.00# 0.00# 16.37" 2
3 730.7 " 3787 $ 971.4 " 162.1 60.80" 33.51" 15.87 3.61" 0.00# 0.00# 0.00# 4.43" 3
4 1692 # 1518 " 850.5 " 151.8 " 59.55" 32.22" 15.96 3.32" 0.00# 0.00# 0.00# 0.77# 4
5 1105 " 993.7 " 928.8 " 152.9 " 58.60" 31.36" 15.42 3.03" 0.00# 0.00# 0.00# 0.19# 5
6 1280 $ 785.9 " 968.1 " 468.5 " 57.85" 31.13" 15.21 2.89" 0.00# 0.00# 0.00# 0.06# 6
7 5584 $ 5432 $ 1675 # 351.8 " 56.43" 31.02" 15.15 2.72" 0.00# 0.00# 0.00# 0.01# 7
8 5262 $14230 $ 1821 " 409.9 " 54.96" 31.62" 15.73 2.68" 0.00# 0.00# 0.00# 0.00# 8
9 6110 $ 7231 $ 1112 " 439.0 " 53.47" 32.91" 15.67 2.40" 0.00# 0.00# 0.00# 0.00# 9
10 5118 $ 3580 $ 809.3 " 746.2 " 51.60" 33.71" 15.19 1.86" 0.00# 0.00# 0.00# 0.00# 10
11 2410 # 2759 # 789.7 " 492.8 " 50.16" 33.94" 15.00 1.53# 0.00# 0.00# 0.00# 0.00# 11
12 1851 " 2164 # 683.0 " 417.7 " 48.83" 34.64" 15.06 1.12# 0.00# 0.00# 0.00# 0.00# 12
13 1313 " 1586 " 605.7 " 365.1 " 48.47" 35.27" 14.62 0.65# 0.00# 0.00# 0.00# 0.00# 13
14 1034 "14940 $ 556.9 " 270.4 48.56" 34.16" 14.37 0.33# 0.00# 0.00# 0.00# 0.00# 14
15 1267 "16219 $ 489.5 " 215.9 49.02" 32.02" 13.52 0.17# 0.00# 0.00# 0.00# 0.00# 15
16 932.2 " 7018 $ 437.5 " 182.2 49.58" 30.45" 12.84 0.08# 0.00# 0.00# 0.00# 0.00# 16
17 992.3 " 6393 $ 399.4 " 158.3 " 49.34" 28.98" 11.83 0.02# 0.00# 0.00# 0.00# 0.00# 17
18 2803 $ 7095 $ 391.7 " 142.6 " 48.27" 27.69 11.17 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 1042 "56316 & 347.3 131.9 " 46.85" 25.83 10.27 0.00# 0.00# 0.00# 0.00# 11.34# 19
20 757.8 "36328 & 450.9 " 123.6 " 45.17" 23.85 9.38 0.00# 0.00# 0.00# 0.00# 22.90 20
21 602.1 "10921 $ 458.4 " 115.1 " 43.18" 22.18 8.90 0.00# 0.00# 0.00# 0.00# 732.5 # 21
22 498.8 " 8502 $ 372.7 " 106.5 " 41.30" 20.83 8.49" 0.00# 0.00# 0.00# 0.00# 194.6 " 22
23 818.8 " 6152 $ 306.8 97.32" 39.57" 19.41 7.74" 0.00# 0.00# 0.00# 0.00# 346.6 " 23
24 755.3 " 3836 $ 310.1 89.34" 38.58" 18.38 7.04" 0.00# 0.00# 0.00# 0.00# 114.0 " 24
25 468.1 " 2920 # 444.8 " 84.07" 37.87" 17.59 6.40" 0.00# 0.00# 0.00# 0.00# 51.36" 25
26 386.9 " 2296 # 364.4 " 80.40" 36.91" 16.45 5.97" 0.00# 0.00# 0.00# 0.00# 32.74" 26
27 321.6 1839 " 744.1 " 77.58" 36.07" 15.43 5.56" 0.00# 0.00# 0.00# 0.00# 21.69 27
28 275.0 1504 " 477.8 " 75.03" 35.71" 14.95 5.15" 0.00# 0.00# 0.00# 0.00# 329.5 " 28
29 395.2 " 333.6 " 71.90" 36.12" 15.10 4.70" 0.00# 0.00# 0.00# 0.00# 137.9 " 29
30 392.6 " 267.2 69.01" 36.46" 15.03 4.39" 0.00# 0.00# 0.00# 670.6 # 310.3 " 30
31 335.4 235.8 35.99" 4.17" 0.00# 0.00# 185.5 " 31
Mean 1567 $8141 & 675.6 # 221.1 " 47.87 " 27.01 " 11.35 " 1.103# 0.000# 0.000# 22.35 # 82.93 #
Median 992.3 $3811 & 489.5 # 155.6 " 48.56 " 30.73 " 12.84 " 0.082# 0.000# 0.000# 0.000# 4.435#
Maximum 6110 $56316 & 1821 # 746.2 " 65.71" 35.59" 15.96" 3.98# 0.00# 0.00# 670.6 # 732.5 #
Minimum 275.0 $ 577.7 & 235.8 # 69.01 " 35.71 " 14.95 " 4.168" 0.000# 0.000# 0.000# 0.000# 0.000#
Total 48562 $227939 & 20942 # 6633 " 1484 " 810.2" 351.8" 34.2# 0.0# 0.0# 670.6# 2571 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 849.3 & " ... Relative Uncertainty +/-10%
Ann. Median 23.85 & # ... Relative Uncertainty +/-15%
Annual Total 309998 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 56316 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 122.1 " 664.5 " 6261 $ 1754 " 948.5 " 156.7 74.24" 39.44" 17.45 0.15# 0.28# 0.00# 1
2 267.9 " 496.7 " 5404 $ 1224 " 844.9 " 152.9 " 72.04" 40.41" 16.63 0.04# 0.13# 0.00# 2
3 799.6 " 392.1 "20821 $ 1060 " 764.2 " 149.2 " 71.28" 40.44" 16.10 0.00# 0.03# 0.00# 3
4 8143 $ 497.6 "42153 & 920.5 " 694.7 " 147.3 " 71.51" 39.06" 15.44 0.00# 0.00# 0.00# 4
5 2929 $ 566.4 "25338 & 820.8 " 638.8 " 145.6 " 70.71" 38.10" 14.36 0.00# 0.00# 0.00# 5
6 12109 $ 666.5 " 8460 $10254 $ 592.7 " 143.4 " 69.22" 37.12" 13.64 0.00# 0.00# 0.00# 6
7 1385 # 795.8 " 5633 $ 3757 $ 550.6 " 140.5 " 67.70" 35.55" 12.51 0.00# 0.00# 0.00# 7
8 778.7 " 518.6 " 4121 $ 2295 # 517.5 " 138.1 " 66.39" 34.58" 11.07 0.00# 0.00# 0.00# 8
9 470.8 " 1666 $ 3755 $ 1960 # 488.2 " 135.9 " 65.67" 33.95" 9.98 0.00# 0.00# 0.00# 9
10 306.3 2935 $ 4344 $ 1518 " 457.5 " 132.3 " 64.54" 33.92" 9.27 0.00# 0.00# 0.00# 10
11 385.6 " 1718 " 4096 $ 1231 " 432.4 " 128.3 " 63.62" 33.33" 8.33" 0.00# 0.00# 0.00# 11
12 1036 $ 3631 $38614 & 1037 " 408.5 " 123.1 " 62.75" 32.23" 7.45" 0.00# 0.00# 0.00# 12
13 21495 & 2253 $ 7949 $ 908.5 " 381.5 " 119.3 " 62.10" 31.48" 6.89" 0.00# 0.00# 0.00# 13
14 3842 $ 3287 $ 9418 $ 1638 # 355.0 116.6 " 61.58" 30.48" 6.33" 0.00# 0.00# 0.00# 14
15 3268 $ 2377 # 6987 $ 1467 " 329.1 116.0 " 60.69" 29.20" 5.75" 0.00# 0.00# 0.00# 15
16 1355 " 2397 $ 5536 $ 1186 $ 304.9 115.9 " 59.06" 28.11 5.18" 98.40# 0.00# 0.00# 16
17 868.1 " 2551 # 4147 $ 4836 $ 281.4 114.5 " 57.33" 27.60 4.66" 67.10" 0.00# 0.00# 17
18 731.1 " 3043 $ 4623 $ 5067 $ 266.4 112.0 " 55.33" 27.16 4.23" 31.83" 0.00# 0.00# 18
19 532.3 " 2384 # 3027 # 2901 # 258.1 108.9 " 53.04" 26.52 3.97" 20.50 0.00# 0.00# 19
20 401.8 " 1560 " 3167 $ 1938 # 250.3 105.7 " 50.84" 25.75 3.72" 15.69 0.00# 0.00# 20
21 418.9 " 1176 " 5585 $ 1869 # 242.6 103.1 " 49.29" 25.44 3.38" 11.27 0.00# 0.00# 21
22 6376 $ 896.3 " 4872 $ 1380 " 235.5 100.8 " 48.16" 24.85 3.07" 8.06" 0.00# 0.00# 22
23 4474 $ 800.1 " 3701 $ 1101 " 227.2 97.46" 47.57" 23.48 2.86" 6.10" 0.00# 0.00# 23
24 2186 $ 776.6 " 2364 #12189 $ 220.3 93.14" 46.84" 22.60 2.41" 4.80" 0.00# 0.00# 24
25 2772 $ 7078 $ 2208 $ 4043 $ 218.1 88.97" 45.73" 21.61 1.78" 3.79" 0.00# 0.00# 25
26 2279 # 4688 $ 3344 $ 2555 # 213.7 86.01" 43.72" 20.27 1.32# 3.14" 0.00# 0.00# 26
27 1856 " 2328 # 8092 $ 1923 " 204.0 84.55" 42.84" 19.46 0.96# 2.59" 0.00# 0.00# 27
28 1643 $96130 & 3317 $ 1544 " 191.2 82.64" 41.15" 18.95 0.67# 1.99" 0.00# 0.00# 28
29 2489 $19942 & 2534 $ 1296 " 178.7 80.98" 39.20" 18.39 0.44# 1.32# 0.00# 0.00# 29
30 1518 " 1726 " 1099 " 168.3 77.35" 37.89" 17.86 0.28# 0.83# 0.00# 0.00# 30
31 968.2 " 1623 # 160.5 38.39" 17.92 0.49# 0.00# 31
Mean 2845 &5801 &8168 &2559 $ 387.9 " 116.6 " 56.79 " 28.88 " 7.005# 8.971# 0.015# 0.000#
Median 1385 &1718 &4623 &1591 $ 304.9 " 116.0 " 59.06 " 28.11 " 5.470# 0.488# 0.000# 0.000#
Maximum 21495 &96130 &42153 &12189 $ 948.5 " 156.7 " 74.24" 40.44" 17.45# 98.40# 0.28# 0.00#
Minimum 122.1 & 392.1 &1623 & 820.8 $ 160.5 " 77.35 " 37.89 " 17.86 " 0.281# 0.000# 0.000# 0.000#
Total 88206 &168215 &253221 & 76773 $ 12025 " 3497 " 1760 " 895.3" 210.2# 278.1# 0.4# 0.0#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1653 & " ... Relative Uncertainty +/-10%
Ann. Median 75.79 & # ... Relative Uncertainty +/-15%
Annual Total 605082 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 96130 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 $ 983.4 " 176.9 55.91" 28.17" 14.12" 1.38# 0.00# 0.00# 0.00# 1
2 0.00# 143.8 " 2043 # 865.8 " 159.9 54.99" 27.73" 14.20" 1.25# 0.00# 0.00# 0.00# 2
3 0.00# 164.5 " 6281 $ 763.6 " 150.2 " 54.12" 27.31" 14.27" 1.19# 0.00# 0.00# 0.00# 3
4 0.00# 9093 $11281 $ 674.5 " 144.1 " 53.61" 26.89" 14.16" 1.22# 0.00# 0.00# 0.00# 4
5 0.00# 5439 $40270 & 606.4 " 138.0 " 53.28" 26.42" 13.88" 1.07# 0.00# 0.00# 0.00# 5
6 0.00# 2795 $14108 $ 557.4 " 128.7 " 51.34" 26.60" 13.57" 1.01# 0.00# 0.00# 0.00# 6
7 0.00# 1654 # 7229 $ 525.7 " 120.2 " 50.27" 26.42" 13.18" 0.97# 0.00# 0.00# 0.00# 7
8 0.00# 2296 $10768 $ 494.1 " 114.1 " 50.10" 25.67" 12.54" 0.73# 0.00# 0.00# 0.00# 8
9 0.00# 2925 $ 4957 $ 455.4 " 109.6 " 49.22" 25.93" 12.00" 0.55# 0.00# 0.00# 0.00# 9
10 0.00# 2360 $ 5469 $ 414.5 " 106.2 " 49.19" 30.10" 11.53" 0.39# 0.00# 0.00# 0.00# 10
11 0.00# 1541 " 6327 $ 380.9 " 104.0 " 48.43" 30.41" 10.97" 0.34# 0.00# 0.00# 0.00# 11
12 52.07# 3513 $ 3014 $ 356.7 102.0 " 48.52" 39.49" 10.45" 0.30# 0.00# 73.01# 0.00# 12
13 229.7 " 4862 $ 2238 # 334.9 101.7 " 48.09" 39.35" 9.79" 0.17# 0.00# 6.32" 0.00# 13
14 576.6 " 2439 # 3053 $ 314.2 102.8 " 47.30" 36.79" 8.91" 0.09# 0.00# 3.47" 0.00# 14
15 973.2 " 2363 # 2774 # 297.0 103.6 " 45.69" 31.77" 7.93" 0.04# 0.00# 2.37" 0.00# 15
16 582.8 " 3213 $ 2695 $ 281.7 102.5 " 43.63" 31.61" 7.13" 0.00# 0.00# 1.78" 0.00# 16
17 741.7 " 2804 # 4398 $ 267.2 97.70" 41.29" 33.35" 6.53" 0.00# 0.00# 1.23# 0.00# 17
18 1354 $ 1839 # 7686 $ 254.0 90.71" 38.69" 26.81" 6.05" 0.00# 0.00# 0.68# 0.00# 18
19 331.4 " 2569 $ 8461 $ 247.0 83.02" 37.02" 25.13" 5.44" 0.00# 0.00# 0.28# 0.00# 19
20 184.8 "19963 & 4533 $ 243.9 78.02" 34.95" 24.25" 5.00" 0.00# 0.00# 0.06# 0.00# 20
21 119.6 " 8269 $ 3935 $ 238.9 74.61" 33.14" 24.15" 4.42" 0.00# 0.00# 0.00# 0.00# 21
22 83.01" 3540 $ 4744 $ 222.2 73.24" 32.25" 23.48" 3.73" 0.00# 0.00# 0.00# 0.00# 22
23 293.9 $ 3767 $ 5980 $ 202.0 72.45" 31.47" 22.23" 3.50" 0.00# 0.00# 0.00# 0.00# 23
24 8054 $ 6226 $ 9691 $ 188.5 72.00" 30.91" 20.64" 3.21" 0.00# 0.00# 0.00# 0.00# 24
25 1260 " 4586 $ 6370 $ 179.2 70.62" 30.40" 19.11" 3.03" 0.00# 0.00# 0.00# 0.00# 25
26 552.5 " 3258 $ 3480 $ 172.9 68.54" 30.19" 17.80" 2.77" 0.00# 0.00# 0.00# 0.00# 26
27 347.8 " 2556 $ 2527 # 169.3 67.12" 30.28" 16.74" 2.51" 0.00# 0.00# 0.00# 0.00# 27
28 895.2 " 1641 " 1976 " 166.9 65.17" 29.96" 15.79" 2.23" 0.00# 0.00# 0.00# 0.00# 28
29 943.1 " 1604 " 209.1 61.84" 29.53" 15.00" 1.98" 0.00# 0.00# 0.00# 0.00# 29
30 461.0 " 1347 " 195.5 59.48" 28.88" 14.55" 1.89" 0.00# 0.00# 0.00# 0.00# 30
31 300.9 " 1140 " 57.63" 14.32" 1.65" 0.00# 0.00# 31
Mean 591.6 $3786 &6238 & 375.4 " 98.60 " 42.09 " 25.61 " 7.824" 0.357# 0.000# 2.973# 0.000#
Median 229.7 $2799 &4533 & 289.3 " 101.7 " 44.66 " 26.42 " 7.130" 0.020# 0.000# 0.000# 0.000#
Maximum 8054 $19963 &40270 & 983.4 " 176.9 " 55.91" 39.49" 14.27" 1.38# 0.00# 73.01# 0.00#
Minimum 0.000$ 143.8 &1140 & 166.9 " 57.63 " 28.88 " 14.32 " 1.652" 0.000# 0.000# 0.000# 0.000#
Total 18338 $106016 &193374 & 11263 " 3057 " 1263 " 794.0" 242.6" 10.7# 0.0# 89.2# 0.0#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 916.3 & " ... Relative Uncertainty +/-10%
Ann. Median 26.89 & # ... Relative Uncertainty +/-15%
Annual Total 334447 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 40270 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 $ 4139 $ 136.1" 41.6" 12.0 5.9" 0.0# 0.0# 0.0# 0.0# 0.0# 1
2 0.0# 2684 $ 2689 $ 127.3" 38.9" 11.4 5.7" 0.0# 0.0# 0.0# 0.0# 0.0# 2
3 0.0# 1765 $ 3302 $ 120.7" 36.4" 10.9 5.4" 0.0# 0.0# 0.0# 0.0# 0.0# 3
4 0.0# 711.5" 1537 " 114.3" 34.3" 10.3 5.0" 0.0# 0.0# 0.0# 0.0# 0.0# 4
5 15.0# 928.0" 1103 " 108.5" 32.6" 10.0 4.6" 0.0# 0.0# 0.0# 0.0# 0.0# 5
6 5.9" 679.5" 883.2" 101.9" 30.8" 9.8 4.4" 0.0# 0.0# 0.0# 0.0# 0.0# 6
7 2.9" 435.7" 743.8" 96.2" 29.8" 9.7 4.2" 0.0# 0.0# 0.0# 0.0# 0.0# 7
8 1.8" 3410 $ 640.0" 91.7" 28.7" 9.5 4.4" 0.0# 0.0# 0.0# 0.0# 0.0# 8
9 1.0# 3161 $ 689.2" 87.7" 27.5 9.5 4.3" 0.0# 0.0# 0.0# 0.0# 0.0# 9
10 0.5# 4227 $ 555.3" 83.4" 26.3 9.3 4.1" 0.0# 0.0# 0.0# 0.0# 0.0# 10
11 0.2# 1748 # 515.2" 79.6" 25.7 9.6 4.1" 0.0# 0.0# 0.0# 0.0# 0.0# 11
12 0.0# 744.3" 524.3" 76.7" 24.7 10.1 4.1" 0.0# 0.0# 0.0# 0.0# 0.0# 12
13 0.0# 624.6" 474.8" 74.4" 23.9 10.4 3.9" 0.0# 0.0# 0.0# 0.0# 0.0# 13
14 28.0# 1514 # 387.9" 72.7" 23.1 10.7 3.9" 0.0# 0.0# 0.0# 0.0# 0.0# 14
15 41.5" 579.1" 333.2 69.8" 21.6 10.7 3.4" 0.0# 0.0# 0.0# 0.0# 0.0# 15
16 6.2" 407.0" 303.3 66.6" 20.9 10.3 2.8" 0.0# 0.0# 0.0# 0.0# 0.0# 16
17 3.2" 1245 " 301.8 63.7" 20.2 9.7 2.3" 0.0# 0.0# 0.0# 0.0# 0.0# 17
18 2.4" 7274 $ 1698 $ 62.3" 19.1 9.3 1.8" 0.0# 0.0# 0.0# 0.0# 0.0# 18
19 2.0" 4661 $ 961.3" 60.9" 18.2 8.9 1.4# 0.0# 0.0# 0.0# 0.0# 0.0# 19
20 1.5# 8131 $ 539.3" 59.6" 17.5 8.7 1.0# 0.0# 0.0# 0.0# 0.0# 32.5# 20
21 1.0# 37729 & 415.2" 59.9" 17.2 8.4" 0.6# 0.0# 0.0# 0.0# 0.0# 1039 $ 21
22 723.1#120519 & 314.8 60.2" 17.1 8.0" 0.4# 0.0# 0.0# 0.0# 0.0# 213.1" 22
23 362.6" 27905 & 268.1 58.4" 16.9 7.9" 0.3# 0.0# 0.0# 0.0# 0.0# 61.8" 23
24 1444 $ 12165 $ 259.1 56.3" 16.6 7.7" 0.2# 0.0# 0.0# 0.0# 0.0# 34.8" 24
25 147.4" 7177 $ 253.1 54.3" 16.3 7.5" 0.1# 0.0# 0.0# 0.0# 0.0# 22.3 25
26 65.0" 3840 $ 233.9 52.6" 15.8 7.3" 0.1# 0.0# 0.0# 0.0# 0.0# 13.8 26
27 119.3" 2710 # 221.6 51.0" 15.2 7.2" 0.0# 0.0# 0.0# 0.0# 0.0# 13.8" 27
28 59.8" 3001 $ 205.4 49.1" 14.6 6.9" 0.0# 0.0# 0.0# 0.0# 0.0# 49.3" 28
29 229.6" 183.0 46.4" 14.1 6.6" 0.0# 0.0# 0.0# 0.0# 0.0# 60.3" 29
30 703.5" 164.7 43.9" 13.3 6.2" 0.0# 0.0# 0.0# 0.0# 0.0# 29.1" 30
31 738.4" 150.4" 12.4 0.0# 0.0# 0.0# 17.5 31
Mean 151.8 $9371 & 806.1 $ 76.21 " 22.95 " 9.144" 2.536# 0.000# 0.000# 0.000# 0.000# 51.22 $
Median 3.247$2697 & 474.8 $ 68.20 " 20.91 " 9.473" 2.836# 0.000# 0.000# 0.000# 0.000# 0.000$
Maximum 1444 $120519 & 4139 $ 136.1" 41.6" 12.0" 5.9# 0.0# 0.0# 0.0# 0.0# 1039 $
Minimum 0.000$ 407.0 & 150.4 $ 43.88 " 12.42 " 6.198" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 4706 $262391 & 24990 $ 2286 " 711.4" 274.3" 78.6# 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 813.8 & " ... Relative Uncertainty +/-10%
Ann. Median 4.448& # ... Relative Uncertainty +/-15%
Annual Total 297025 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 120519 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 9.64" 3792 $ 3753 $ 70.13" 12.36 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 6.34" 1067 " 2261 # 314.0 " 8.94" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 4.69" 840.8 " 1345 " 193.0 6.11" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 3.29" 323.5 " 924.8 " 172.8 " 4.17" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 1.54# 197.5 702.0 " 123.4 " 2.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 0.58# 152.4 " 585.7 " 93.88" 1.97" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 0.23# 401.2 " 2128 $ 77.47" 1.36# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 0.04# 144.9 " 794.9 " 66.77" 0.82# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 0.00# 114.8 " 508.6 " 58.94" 0.41# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 863.2 # 300.5 " 398.1 " 52.77" 0.17# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 224.7 " 4703 $ 313.2 47.69" 0.04# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 86.18" 843.2 " 244.4 43.85" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 70.05" 1084 # 194.1 40.00" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1401 $ 13
14 43.26" 384.2 " 158.8 " 52.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 370.8 " 14
15 37.15" 247.6 134.6 " 58.17" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2022 $ 15
16 25.02" 182.3 " 116.7 " 40.76" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 706.4 " 16
17 512.8 $ 680.1 " 104.6 " 35.17" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 651.6 " 17
18 4300 $ 212.4 " 94.53" 34.70" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 162.0 " 18
19 274.7 " 115.1 " 86.48" 31.81" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 277.3 " 19
20 92.24" 81.42" 77.86" 27.99 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1160 $ 20
21 69.33" 63.68" 70.19" 25.33 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1529 $ 21
22 58.53"14701 $ 69.40" 24.05 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 399.2 " 22
23 47.11" 3933 $ 62.84" 24.59 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 543.4 " 23
24 80.67" 3282 $ 1156 " 22.83 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 259.2 " 24
25 297.0 " 4494 $ 347.5 " 20.73 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 353.5 25
26 181.7 " 1567 " 433.2 " 19.53 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 595.8 " 26
27 2887 $ 5211 $ 243.9 18.52 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 635.2 " 27
28 5085 $ 7110 $ 147.2 " 17.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 352.4 " 28
29 623.8 " 113.4 " 15.99 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 229.8 29
30 242.6 94.23" 14.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 153.1 " 30
31 3218 $ 80.12" 0.00# 0.00# 0.00# 0.00# 221.9 " 31
Mean 624.1 $2008 $ 572.4 $ 61.30 " 1.264# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 387.9 $
Median 70.05 $ 540.6 $ 243.9 $ 40.38 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 229.8 $
Maximum 5085 $14701 $ 3753 $ 314.0 " 12.36# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2022 $
Minimum 0.001$ 63.68 $ 62.84 $ 14.58 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 19346 $56229 $17745 $ 1839 " 39.18# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#12024 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 293.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 107222 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 14701 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 11626 $ 996.6 "11755 $ 317.9 " 48.77" 36.92" 8.54 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 2923 $ 5729 $ 6660 $ 612.3 " 46.18" 43.24" 8.40 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 1254 " 1780 # 4084 $ 418.7 " 43.75" 50.55" 8.37 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 646.9 " 858.6 "21725 & 326.0 43.11" 63.55" 8.15" 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 409.3 " 586.2 " 9816 $ 278.4 42.87" 63.24" 8.01" 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 282.4 444.9 " 7512 $ 228.4 47.24" 64.41" 7.58" 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 4314 $ 357.8 4072 $ 199.0 53.72" 60.41" 7.27" 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 1810 $ 741.0 " 7590 $ 178.4 50.82" 50.06" 7.21" 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 915.4 " 7383 $ 3536 $ 163.1 63.03" 42.11" 7.03" 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 2072 $ 5420 $ 5877 $ 150.7 " 56.62" 36.45" 6.90" 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 829.8 " 2970 $ 2442 # 140.1 " 52.99" 31.55" 6.31" 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 673.2 " 2198 # 1749 " 131.2 " 49.47" 27.41 5.73" 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 501.2 " 3778 $ 1314 " 123.9 " 46.26" 23.88 5.02" 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 311.1 3496 $ 1080 " 118.7 " 44.32" 21.52 4.14" 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 233.8 1792 " 963.5 " 113.8 " 42.95" 19.52 3.47" 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 175.2 " 1300 " 810.6 " 108.0 " 40.95" 17.63 2.78" 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 132.5 " 9159 $ 672.3 " 102.0 " 39.96" 15.93 1.90" 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 102.7 " 2634 $ 598.1 " 95.24" 39.78" 14.56 1.23# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 82.39" 1802 " 545.2 " 89.05" 38.35" 13.73 0.64# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 74.53" 3252 $ 501.3 " 83.79" 38.07" 12.64 0.26# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 58.91" 2307 $ 453.5 " 79.58" 36.85" 11.56 0.09# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 51.42" 1419 # 408.9 " 75.65" 35.45" 10.32 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 46.65" 5469 $ 397.7 " 72.20" 36.35" 9.75 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 332.5 "24480 & 441.3 " 68.60" 36.31" 9.37 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 457.2 "80471 & 483.8 " 65.36" 38.16" 9.11 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 483.7 "16887 & 497.9 " 62.48" 38.00" 8.91 0.00# 0.00# 0.00# 0.00# 0.00# 107.8 # 26
27 681.1 " 5948 $ 560.3 " 59.49" 34.77" 8.75 0.00# 0.00# 0.00# 0.00# 0.00# 154.8 " 27
28 693.1 " 3783 $ 481.3 " 56.44" 33.64" 8.71 0.00# 0.00# 0.00# 0.00# 0.00# 4.42" 28
29 822.7 " 2863 $ 423.4 " 53.45" 33.90" 8.58 0.00# 0.00# 0.00# 0.00# 0.00# 0.98# 29
30 1482 # 357.9 51.16" 37.31" 8.61 0.00# 0.00# 0.00# 0.00# 0.00# 14.54# 30
31 694.6 " 310.5 36.56" 0.00# 0.00# 0.00# 19.73" 31
Mean 1135 $6907 &3165 & 154.1 " 42.79 " 26.77 " 3.518# 0.000# 0.000# 0.000# 0.000# 9.750#
Median 501.2 $2863 & 810.6 & 110.9 " 40.95 " 18.58 " 2.777# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 11626 $80471 &21725 & 612.3 " 63.03" 64.41" 8.54# 0.00# 0.00# 0.00# 0.00# 154.8 #
Minimum 46.65 $ 357.8 & 310.5 & 51.16 " 33.64 " 8.578" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 35174 $200303 & 98120 & 4623 " 1326 " 803.0" 109.1# 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 931.0 & " ... Relative Uncertainty +/-10%
Ann. Median 8.730& # ... Relative Uncertainty +/-15%
Annual Total 340761 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 80471 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 8.82" 342.0 " 131.1 " 8.57" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 833.1 # 227.6 " 114.4 " 5.56" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 686.5 " 2561 $ 89.87" 4.10" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 472.4 " 2844 $ 71.82" 2.77" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 127.8 " 1252 " 61.40" 2.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 83.83" 651.5 " 54.40" 0.77# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 69.99" 411.3 " 47.61" 0.28# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 44.05" 294.9 839.2 $ 0.16# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 34.38" 213.0 413.0 " 0.11# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 21.35 383.8 $ 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 $ 299.8 " 0.05# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 336.4 $ 388.0 " 143.3 " 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 7281 $ 245.5 97.86" 0.02# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 3080 $ 176.8 70.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19.78# 14
15 483.4 " 150.5 " 54.83" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5.86# 15
16 222.4 125.5 " 44.01" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17.32" 16
17 344.4 " 89.78" 35.92" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25.42" 17
18 487.9 " 69.66" 29.63" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24.11 18
19 170.3 " 130.1 " 23.60 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 49.00" 19
20 100.9 " 8254 $ 18.54 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 48.13" 20
21 74.75" 1706 # 14.88 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 176.7 " 21
22 395.1 " 766.3 " 22.52" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 37.50" 22
23 333.2 " 569.5 " 19.15 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18.16 23
24 1076 # 432.8 " 194.7 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6.76" 24
25 491.5 " 313.3 " 329.1 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 47.76" 25
26 191.4 " 224.1 319.0 " 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 547.8 " 26
27 110.0 " 210.4 50.12" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 176.0 " 27
28 72.42" 160.2 " 33.13" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5268 $ 28
29 52.62" 24.05 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8301 $ 29
30 911.8 # 17.91 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#15996 $ 30
31 274.9 " 12.96 0.00# 0.00# 0.00# 0.00# 2268 $ 31
Mean 609.2 $ 894.6 $ 129.2 $ 0.818# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#1066 $
Median 222.4 $ 327.6 $ 54.83 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17.32 $
Maximum 7281 $ 8254 $ 839.2 $ 8.57# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#15996 $
Minimum 8.823$ 69.66 $ 12.96 $ 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 18884 $25048 $ 4007 $ 24.54# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#33034 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 221.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 80997 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 15996 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 1558 " 2420 # 1137 " 860.9 " 96.82" 36.79" 21.00 8.01" 0.00# 0.00# 0.00# 9.25" 1
2 1836 $ 1743 " 1088 " 589.7 " 93.73" 36.52" 20.86 6.89" 0.00# 0.00# 0.00# 16.49" 2
3 17479 $ 1348 " 1043 " 493.4 " 94.31" 36.09" 20.69 5.92" 0.00# 0.00# 0.00# 36.35" 3
4 5736 $ 1068 " 735.1 " 455.9 " 92.57" 35.18" 19.78 5.01" 0.00# 0.00# 0.00# 113.2 " 4
5 5616 $ 874.0 " 718.5 " 454.7 " 88.20" 33.88" 18.90 4.01" 0.00# 0.00# 5.23# 46.05" 5
6 13808 $ 3479 $ 904.8 " 520.3 " 81.24" 32.66" 18.31 2.84" 0.00# 0.00# 808.3 " 25.47" 6
7 5617 $ 3681 $ 735.1 " 478.7 " 75.83" 31.21" 17.89 1.75# 0.00# 0.00# 80.04" 13.88 7
8 1959 # 3733 $ 1149 # 409.5 " 72.77" 29.87" 16.87 0.78# 0.00# 0.00# 27.28" 6.03" 8
9 1211 " 8765 $ 1541 # 481.0 " 69.85" 29.18" 15.76 0.25# 0.00# 0.00# 11.75" 2.15# 9
10 839.1 "12292 $ 1192 # 540.7 " 67.68" 28.49 14.66 0.06# 0.00# 0.00# 4.02" 0.35# 10
11 594.8 " 7731 $ 984.6 # 507.3 " 65.78" 28.17 14.31 0.01# 0.00# 0.00# 1.04# 0.04# 11
12 918.1 " 3579 $ 1080 # 407.7 " 64.71" 28.21 15.43 0.00# 0.00# 0.00# 0.06# 4.24# 12
13 16969 $ 2357 # 2489 $ 369.1 " 63.09" 27.82 17.11 0.00# 0.00# 0.00# 0.00# 1.27# 13
14 4654 $ 1675 " 3317 $ 311.9 60.48" 27.84 17.67 0.00# 0.00# 0.00# 0.00# 1.72# 14
15 2640 # 1248 " 2512 $ 283.7 58.13" 28.53 19.85 0.00# 0.00# 0.00# 143.9 # 0.25# 15
16 8892 $ 1009 "11314 $ 387.1 " 55.54" 30.13" 21.68 0.00# 0.00# 0.00# 85.88" 1.24# 16
17 15771 $ 844.4 " 5373 $ 376.0 " 53.35" 31.30" 20.75 0.00# 0.00# 0.00# 37.28" 243.0 " 17
18 13073 $ 706.6 " 2969 $ 267.7 51.76" 31.50" 19.25 0.00# 0.00# 0.00# 22.91 197.3 " 18
19 8729 $ 647.4 " 1928 " 232.8 50.83" 30.88" 18.56 0.00# 0.00# 0.00# 12.97 87.44" 19
20 5416 $ 819.4 " 1396 " 209.1 50.42" 29.17" 18.13 0.00# 0.00# 0.00# 12.38 64.67" 20
21 3522 $ 1043 " 1117 " 185.5 50.26" 27.47 17.43 0.00# 0.00# 0.00# 11.38" 2097 $ 21
22 2354 # 1880 $ 922.1 " 163.9 49.97" 25.89 16.61 0.00# 0.00# 0.00# 95.19" 916.5 " 22
23 3525 $ 2350 $ 777.1 " 147.8 " 49.62" 24.90 15.67 0.00# 0.00# 0.00# 50.15" 389.8 " 23
24 14195 $ 3389 $ 694.4 " 138.0 " 49.11" 24.10 15.05 0.00# 0.00# 0.00# 29.12" 565.5 " 24
25 15474 $ 1658 " 647.3 " 131.6 " 48.53" 23.37 14.30 0.00# 0.00# 0.00# 270.7 " 621.5 " 25
26 8180 $ 2298 $ 710.2 " 125.8 " 48.09" 22.48 13.52 0.00# 0.00# 0.00# 374.2 " 332.4 " 26
27 3815 $ 1891 # 630.9 " 120.6 " 46.50" 22.66 12.58 0.00# 0.00# 0.00# 121.9 " 172.8 " 27
28 2891 $ 1337 " 637.6 " 114.3 " 44.82" 22.21 11.97 0.00# 0.00# 0.00# 45.18" 118.5 " 28
29 6096 $ 571.8 " 107.6 " 42.42" 21.35 11.45 0.00# 0.00# 0.00# 25.15" 87.32" 29
30 5628 $ 639.3 " 101.0 " 39.74" 20.73 10.51 0.00# 0.00# 0.00# 15.76 59.58" 30
31 3458 $ 1436 " 37.79" 9.30" 0.00# 0.00# 46.16" 31
Mean 6531 $2709 $1690 $ 332.4 " 61.74 " 28.62 " 16.64 " 1.146# 0.000# 0.000# 76.39 # 202.5 $
Median 5416 $1811 $1080 $ 340.5 " 55.54 " 28.51 " 17.11 " 0.000# 0.000# 0.000# 19.34 # 46.16 $
Maximum 17479 $12292 $11314 $ 860.9 " 96.82" 36.79" 21.68" 8.01# 0.00# 0.00# 808.3 # 2097 $
Minimum 594.8 $ 647.4 $ 571.8 $ 101.0 " 37.79 " 20.73 " 9.299" 0.000# 0.000# 0.000# 0.000# 0.042$
Total 202455 $ 75864 $ 52389 $ 9973 " 1914 " 858.5" 515.8" 35.5# 0.0# 0.0# 2292 # 6278 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 966.0 $ " ... Relative Uncertainty +/-10%
Ann. Median 36.09 $ # ... Relative Uncertainty +/-15%
Annual Total 352575 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 17479 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 35.81" 504.3 " 26.61" 2430 # 102.8 " 45.92" 51.90" 14.52" 0.00# 0.00# 0.00# 0.00# 1
2 31.00" 309.1 22.87 1757 " 96.88" 43.02" 50.45" 14.04" 0.00# 0.00# 0.00# 0.00# 2
3 34.81" 225.7 23.57 1331 " 91.49" 40.41" 49.11" 13.13" 0.00# 0.00# 0.00# 0.00# 3
4 34.94" 184.5 67.52" 1055 " 86.26" 39.04" 47.39" 11.82" 0.00# 0.00# 0.00# 0.00# 4
5 35.63" 158.4 " 56.30" 867.3 " 82.02" 37.25" 45.54" 10.70" 0.00# 0.00# 0.00# 0.00# 5
6 29.93" 164.2 " 40.61" 731.5 " 78.03" 35.66" 43.64" 9.13" 0.00# 0.00# 0.00# 0.00# 6
7 21.00 158.1 " 32.83" 626.6 " 74.82" 34.18" 40.86" 7.94" 0.00# 0.00# 0.00# 0.00# 7
8 33.79" 138.6 " 28.71 538.6 " 72.17" 32.44" 37.78" 7.37" 0.00# 0.00# 0.00# 0.00# 8
9 1051 $ 142.0 " 39.59" 468.3 " 69.43" 30.73" 35.49" 6.79" 0.00# 0.00# 0.00# 0.00# 9
10 2135 $ 168.1 " 64.45" 415.9 " 66.57" 29.44" 33.11" 6.31" 0.00# 0.00# 0.00# 0.00# 10
11 1213 # 144.4 " 57.49" 377.1 " 63.03" 28.27" 31.43" 5.41" 0.00# 0.00# 0.00# 0.00# 11
12 1498 " 106.2 " 72.44" 340.2 59.76" 26.90" 30.13" 4.66" 0.00# 0.00# 0.00# 46.27# 12
13 1090 # 84.79" 60.76" 307.0 57.49" 26.20" 29.10" 3.98" 0.00# 0.00# 0.00# 5.13# 13
14 28983 & 69.82" 52.93" 277.0 56.11" 25.48" 28.53" 3.32" 0.00# 0.00# 0.00# 0.27# 14
15 57837 & 59.25" 215.7 " 250.4 56.70" 25.29" 28.04" 2.79" 0.00# 0.00# 0.00# 133.8 # 15
16 48104 & 51.39" 1276 $ 228.6 57.84" 25.05" 27.69" 2.31" 0.00# 0.00# 0.00# 1132 $ 16
17 8156 $ 45.37" 2588 $ 212.6 70.79" 24.56" 26.26" 1.71" 0.00# 0.00# 0.00# 159.4 " 17
18 4462 $ 40.34" 986.0 " 198.7 79.38" 24.34" 24.82" 1.25# 0.00# 0.00# 0.00# 544.2 " 18
19 4147 $ 36.35" 548.5 " 186.3 107.3 " 33.97" 23.13" 0.75# 0.00# 0.00# 0.00# 5793 $ 19
20 2151 # 104.0 " 413.3 " 176.5 109.4 " 100.6 " 21.55" 0.37# 0.00# 0.00# 0.00# 9014 $ 20
21 1421 " 109.3 " 6856 $ 167.6 91.50" 291.4 " 20.11" 0.11# 0.00# 0.00# 0.00# 2385 $ 21
22 1043 " 42.49" 2239 # 161.2 93.58" 240.3 18.84" 0.00# 0.00# 0.00# 0.00# 1931 # 22
23 810.2 " 35.53"23591 & 155.9 " 79.66" 165.6 " 17.92" 0.00# 0.00# 0.00# 0.00# 1148 " 23
24 643.6 " 31.89" 5763 $ 150.3 " 69.00" 128.5 " 17.38" 0.00# 0.00# 0.00# 0.00# 707.6 " 24
25 518.0 " 36.04" 5882 $ 144.5 " 62.09" 106.9 " 17.11" 0.00# 0.00# 0.00# 0.00# 423.4 " 25
26 427.0 " 33.32"33346 & 137.4 " 57.26" 89.94" 16.82" 0.00# 0.00# 0.00# 0.00# 280.5 26
27 353.1 29.95"14687 $ 130.3 " 54.31" 76.78" 16.64" 0.00# 0.00# 0.00# 0.00# 195.0 27
28 350.8 " 27.43" 6424 $ 123.2 " 52.77" 66.61" 16.44" 0.00# 0.00# 0.00# 0.00# 144.5 " 28
29 330.3 " 6159 $ 116.0 " 51.05" 59.67" 16.15" 0.00# 0.00# 0.00# 0.00# 128.0 " 29
30 283.2 " 6673 $ 109.5 " 49.64" 54.88" 15.73" 0.00# 0.00# 0.00# 0.00# 380.9 " 30
31 841.0 " 3593 $ 48.35" 15.02" 0.00# 0.00# 273.0 31
Mean 5423 & 115.7 "3932 & 472.4 # 72.50 " 66.31 " 28.84 " 4.143# 0.000# 0.000# 0.000# 800.9 $
Median 810.2 & 94.39 " 413.3 & 239.5 # 69.43 " 38.15 " 27.69 " 2.314# 0.000# 0.000# 0.000# 133.8 $
Maximum 57837 & 504.3 "33346 & 2430 # 109.4 " 291.4 " 51.90" 14.52# 0.00# 0.00# 0.00# 9014 $
Minimum 21.00 & 27.43 " 22.87 & 109.5 # 48.35 " 24.34 " 15.02 " 0.000# 0.000# 0.000# 0.000# 0.000$
Total 168106 & 3241 "121886 & 14172 # 2248 " 1989 " 894.1" 128.4# 0.0# 0.0# 0.0# 24827 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 924.6 & " ... Relative Uncertainty +/-10%
Ann. Median 34.18 & # ... Relative Uncertainty +/-15%
Annual Total 337491 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 57837 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 $ 1278 " 784.8 " 46.17" 12.73 3.49" 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 181.4 1616 $ 1303 $ 604.6 " 45.24" 11.97 2.87" 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 400.2 " 3424 $ 1953 $ 494.5 " 43.39" 11.36 2.19" 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 234.4 " 1584 # 1117 " 421.1 " 40.89" 10.86 1.47# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 291.5 " 1607 # 819.5 " 363.6 38.68" 10.29 0.89# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 206.2 1197 " 761.3 " 313.6 35.94" 9.90 0.49# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 176.3 " 778.8 " 546.6 " 268.5 33.43" 13.40 0.25# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 128.5 " 2779 $ 458.4 " 231.3 31.22" 15.09 0.09# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 144.8 " 1653 " 391.1 " 202.9 29.56" 20.84 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 112.8 " 1005 " 336.1 180.5 28.44" 31.06" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 97.42" 777.3 " 289.6 164.1 27.59 37.40" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 11
12 268.2 " 592.0 " 240.3 151.7 " 27.06 36.15" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 121.1 " 468.7 " 209.5 145.4 " 26.79 28.00" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 4494 $ 404.1 " 193.0 134.5 " 26.95 21.83 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 1052 # 357.4 268.8 120.4 " 26.86 17.77 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 3261 $ 319.7 216.4 106.3 " 26.61 15.35 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 1721 # 570.3 " 262.9 94.55" 25.59 13.68 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 934.7 " 720.6 " 656.5 " 85.83" 24.26 12.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 645.5 " 461.8 " 1274 # 79.36" 22.77 11.46 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 479.8 " 381.8 " 1636 " 75.48" 20.99 10.34 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 365.9 " 2966 $ 1446 " 72.71" 19.83 8.88" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 282.2 14316 $ 1383 " 70.56" 18.63 7.84" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 220.6 3812 $ 995.7 # 68.46" 17.10 7.75" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 177.6 4424 $ 961.9 " 66.06" 16.01 7.33" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 146.7 " 7573 $ 624.7 " 62.90" 15.45 6.74" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 126.2 " 3281 $ 1436 " 58.60" 15.39 5.95" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 115.2 " 1904 # 923.6 " 54.47" 15.34 5.29" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 203.9 " 1426 " 1512 " 51.26" 14.87 4.89" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 153.8 " 1521 " 1097 " 48.69" 14.37 4.37" 0.00# 0.00# 0.00# 0.00# 0.00# 391.3 # 29
30 464.7 " 2906 $ 47.55" 13.87 3.89" 0.00# 0.00# 0.00# 0.00# 0.00# 204.9 " 30
31 470.5 " 1215 " 13.15 0.00# 0.00# 0.00# 257.6 " 31
Mean 576.9 $2203 $ 926.2 $ 187.5 " 25.89 " 13.83 " 0.379# 0.000# 0.000# 0.000# 0.000# 27.54 #
Median 220.6 $1521 $ 923.6 $ 113.4 " 26.61 " 11.41 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 4494 $14316 $ 2906 $ 784.8 " 46.17" 37.40" 3.49# 0.00# 0.00# 0.00# 0.00# 391.3 #
Minimum 97.42 $ 319.7 $ 193.0 $ 47.55 " 13.15 " 3.892" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 17885 $63896 $28711 $ 5624 " 802.5 " 414.9 " 11.76# 0.00# 0.00# 0.00# 0.00# 853.8 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 322.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.629$ # ... Relative Uncertainty +/-15%
Annual Total 118199 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 14316 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 $ 6692 $ 3015 " 151.7" 60.6" 37.3" 16.5 0.0# 0.0# 0.0# 0.0# 0.0# 1
2 976.6" 35686 & 5496 # 151.6" 58.5" 35.9" 15.6 0.0# 0.0# 0.0# 0.0# 0.0# 2
3 367.7" 12220 $ 2906 " 152.5" 56.3" 34.7" 14.4 0.0# 0.0# 0.0# 0.0# 0.0# 3
4 191.8" 17745 & 4996 # 141.6" 53.8" 34.0" 13.6 0.0# 0.0# 0.0# 0.0# 0.0# 4
5 117.5" 13300 $ 2871 # 134.5" 51.9" 33.7" 12.2 0.0# 0.0# 0.0# 0.0# 0.0# 5
6 86.3" 15009 $ 1687 " 127.4" 50.0" 32.6" 11.0" 0.0# 0.0# 0.0# 0.0# 0.0# 6
7 60.3" 6270 # 1302 # 119.7" 49.0" 30.3 9.6" 0.0# 0.0# 0.0# 0.0# 0.0# 7
8 103.4" 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
12 125.0" 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" 44349 & 541.9# 103.7" 42.3" 23.3 2.7# 0.0# 0.0# 0.0# 77.5" 0.0# 13
14 44.3" 11492 $ 486.3# 102.5" 41.3" 23.0 1.8# 0.0# 0.0# 0.0# 23.1" 0.0# 14
15 355.1" 21566 $ 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
17 324.8" 3917 " 418.7# 95.6" 39.0" 19.1 0.5# 0.0# 0.0# 0.0# 0.0# 518.3# 17
18 203.3 2868 " 426.7# 92.0" 39.1" 18.0 0.4# 0.0# 0.0# 0.0# 0.0# 14483 $ 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
20 335.2" 2542 " 317.6 88.1" 39.3" 17.1 0.4# 0.0# 0.0# 0.0# 0.0# 2065 " 20
21 241.7 3477 # 291.9 86.7" 39.9" 17.2 0.3# 0.0# 0.0# 0.0# 0.0# 1390 # 21
22 377.6" 6866 $ 267.4 85.0" 41.3" 17.0 0.3# 0.0# 0.0# 0.0# 0.0# 1057 # 22
23 1643 $ 4689 # 247.9 83.6" 42.2" 16.4 0.1# 0.0# 0.0# 0.0# 0.0# 758.6# 23
24 738.6" 2079 " 230.3 82.5" 42.5" 16.4 0.0# 0.0# 0.0# 0.0# 0.0# 446.8# 24
25 678.8" 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 2294 $ 3569 # 218.4 74.0" 41.1" 17.0 0.0# 0.0# 0.0# 0.0# 0.0# 160.9" 27
28 28556 & 4057 # 199.5 70.5" 41.4" 17.0 0.0# 0.0# 0.0# 0.0# 0.0# 121.4" 28
29 52048 & 180.5 66.7" 42.0" 17.3 0.0# 0.0# 0.0# 0.0# 0.0# 90.4" 29
30 256783 & 167.0 63.5" 40.7" 17.1 0.0# 0.0# 0.0# 0.0# 0.0# 69.9" 30
31 19748 & 157.2" 39.0" 0.0# 0.0# 0.0# 56.8" 31
Mean 12064 & 9402 & 1040 # 102.1 " 44.55" 23.17" 4.16# 0.00# 0.00# 0.00# 8.85# 898.6 $
Median 324.8 &5783 & 465.3 # 100.4 " 42.18 " 19.72 " 0.736# 0.000# 0.000# 0.000# 0.000# 0.000$
Maximum 256783 & 44349 & 5496 # 152.5" 60.6" 37.3" 16.5# 0.0# 0.0# 0.0# 157.9# 14483 $
Minimum 44.27 &1617 & 157.2 # 63.53 " 38.98 " 16.37 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 373982 &263267 & 32250 # 3063 " 1381 " 695.1" 128.9# 0.0# 0.0# 0.0# 265.4# 27858 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1926 & " ... Relative Uncertainty +/-10%
Ann. Median 22.98 & # ... Relative Uncertainty +/-15%
Annual Total 702890 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 256783 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 #
Maximum Minimum
Daily 2716 # 0.000#
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 328.3 95.2" 50.6" 22.2 1.6" 0.0# 7.6" 0.4# 1
2 87.2" 1668 # 5316 # 650.2# 314.3 92.2" 49.8" 21.6 1.2# 0.0# 6.8" 45.3# 2
3 213.7# 1243 # 4777 # 644.9# 296.4 89.3" 49.3" 21.1 0.8# 0.0# 9.4" 610.2" 3
4 77.2" 858.8# 3837 # 8451 & 276.3 87.0" 49.4" 20.5 0.5# 0.0# 4.8" 200.7" 4
5 92.1" 690.9# 3385 #111050 & 255.3 85.5" 48.8" 20.2 0.3# 0.0# 3.1" 92.4" 5
6 207.9# 573.4# 4075 # 11480 $ 236.9 84.4" 47.8" 19.9 0.2# 0.0# 2.0" 44.5" 6
7 8593 $ 489.1# 7448 $ 5943 $ 227.0 83.0" 46.0" 19.5 0.2# 0.0# 12.1# 32.2" 7
8 2961 # 1323 # 6094 # 4089 $ 224.5 80.3" 43.9" 19.0 0.1# 0.0# 19.2 38.8" 8
9 5274 $ 1344 # 5701 # 4105 $ 223.7 78.2" 41.5" 18.5 0.0# 0.0# 12.9 29.9" 9
10 28846 & 1738 # 14310 $ 2896 # 215.7 74.5" 39.2" 18.0 0.0# 0.0# 12.8 21.4 10
11 19215 $ 9161 $ 13338 $ 2188 # 200.2 72.7" 37.3" 17.3 0.0# 0.0# 9.3" 15.2 11
12 5761 # 6552 $ 22593 $ 1781 " 184.4 69.1" 36.1" 16.5 0.0# 0.0# 6.3" 10.5 12
13 2580 " 3347 # 6761 # 1489 " 173.9 65.9" 34.7" 15.3 0.0# 0.0# 6.0" 7.3" 13
14 9678 $ 2133 " 4553 # 1285 " 167.7 64.7" 34.1" 14.4 0.0# 0.0# 11.4" 5.4" 14
15 53852 & 3344 # 6483 $ 1127 " 162.9 63.8" 34.9" 13.3 0.0# 0.0# 16.2 28.6" 15
16 13031 $ 3027 # 3238 " 1001 " 159.0 63.5" 34.4" 12.3 0.0# 0.0# 391.6" 30.2" 16
17 8610 $ 2600 # 2394 " 888.1" 156.4 63.6" 33.7" 11.0 0.0# 0.0# 225.7" 496.4" 17
18 6646 $ 3389 # 3979 # 789.7" 153.4" 63.9" 32.8" 9.8 0.0# 0.0# 184.5" 96.6" 18
19 7535 $ 3628 $ 9088 $ 728.1" 149.5" 63.3" 31.8" 9.4 0.0# 0.0# 87.8" 156.6" 19
20 3676 # 27911 & 3410 " 678.6" 145.7" 62.1" 30.5" 8.3" 0.0# 0.0# 51.6" 39.6" 20
21 4884 # 17895 $ 3086 # 631.6" 141.6" 60.8" 29.5" 7.0" 0.0# 0.0# 43.9" 161.6" 21
22 2722 " 7633 $ 4362 # 590.9" 137.4" 59.7" 28.7 6.2" 0.0# 0.0# 28.5" 1458 $ 22
23 13126 $ 4588 # 3991 " 551.6" 131.1" 58.3" 27.7 5.7" 0.0# 0.0# 18.6 247.4" 23
24 6184 # 3295 " 3150 " 510.4" 124.5" 56.8" 26.7 5.0" 0.0# 167.8# 12.9 228.8 24
25 2948 " 3269 # 2297 " 469.7" 117.2" 55.6" 26.0 4.5" 0.0# 67.7" 8.6" 126.0" 25
26 2029 " 10946 $ 1805 " 439.3" 111.1" 55.6" 25.5 4.0" 0.0# 22.5" 5.6" 73.4" 26
27 1504 # 20411 $ 1453 # 413.2" 107.7" 55.9" 24.9 3.6" 0.0# 10.5 3.9" 51.7" 27
28 3782 # 18444 $ 1198 # 387.8" 104.9" 54.6" 24.4 3.1" 0.0# 9.2" 2.7" 47.4" 28
29 2082 " 1027 # 361.2 102.8" 52.5" 23.9 2.8" 0.0# 3.0" 1.7# 1330 $ 29
30 1250 # 894.0# 341.4 100.4" 51.2" 23.5 2.4" 0.0# 1.9# 0.9# 975.3" 30
31 6693 $ 786.8# 97.8" 22.8 2.0" 3.2# 4928 $ 31
Mean 7236 &5845 &5212 $5555 & 178.3 " 68.77 " 35.17 " 12.07 " 0.161# 9.215# 40.27 # 375.2 $
Median 3782 &3282 &3991 $ 758.9 & 159.0 " 63.82 " 34.15 " 12.31 " 0.000# 0.000# 10.36 # 51.75 $
Maximum 53852 & 27911 & 22593 $111050 & 328.3" 95.2" 50.6" 22.2" 1.6# 167.8# 391.6# 4928 $
Minimum 77.17 & 489.1 & 786.8 $ 341.4 & 97.76 " 51.15 " 22.84 " 2.048" 0.000# 0.000# 0.863# 0.393$
Total 224322 &163660 &161565 $166662 & 5528 " 2063 " 1090 " 374.2" 4.8# 285.7# 1208 # 11630 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2023 & " ... Relative Uncertainty +/-10%
Ann. Median 69.05 & # ... Relative Uncertainty +/-15%
Annual Total 738392 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 111050 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 962.1 " 2380 # 3760 $ 952.7 " 130.4 " 52.67" 33.24" 7.66" 0.00# 0.00# 0.00# 10.54" 1
2 1140 $ 1525 "11812 $ 807.5 " 123.8 " 53.08" 32.37" 7.23" 0.00# 63.22# 0.00# 5.02" 2
3 963.2 # 1068 " 3628 $ 700.2 " 116.9 " 52.96" 31.32" 6.79" 0.00# 16.62" 0.00# 10.45" 3
4 497.9 " 801.7 " 2178 # 630.0 " 110.4 " 52.22" 30.17" 6.24" 0.00# 4.16" 0.00# 18.42" 4
5 335.5 " 625.2 " 1580 " 571.1 " 105.3 " 51.44" 28.58" 5.91" 0.00# 1.59# 0.00# 10.50 5
6 268.7 " 507.4 " 1734 $ 518.1 " 101.1 " 49.18" 26.60 5.71" 0.00# 0.37# 0.00# 11.19" 6
7 221.9 416.7 "16433 $ 488.2 " 98.50" 48.03" 26.29 5.53" 0.00# 0.06# 0.00# 13.27" 7
8 197.3 339.3 4696 $ 452.3 " 96.13" 46.87" 26.06 5.27" 0.00# 0.01# 0.00# 4.27" 8
9 159.7 " 284.4 2675 # 415.5 " 93.38" 45.72" 26.21 5.16" 0.00# 0.00# 0.00# 608.9 $ 9
10 125.8 " 307.0 1824 " 402.4 " 90.08" 45.30" 25.97 4.96" 0.00# 0.00# 0.00# 444.4 $ 10
11 90.40" 230.6 1530 " 380.2 " 86.88" 44.78" 25.21 4.57" 0.00# 0.00# 0.00# 82.64" 11
12 71.78" 180.7 1712 " 324.0 83.51" 44.46" 25.51 4.03" 0.00# 0.00# 0.00# 91.62" 12
13 61.64" 146.2 " 1488 " 288.7 79.07" 44.95" 25.43 3.41" 0.00# 0.00# 0.00# 28.59" 13
14 716.1 " 120.2 " 1376 " 269.3 73.75" 45.36" 24.29 3.06" 0.00# 0.00# 0.00# 12.07 14
15 439.7 " 100.2 " 5108 $ 255.8 69.13" 45.49" 23.19 2.67" 0.00# 0.00# 0.00# 7.71" 15
16 259.5 83.81"11060 $ 242.2 65.17" 45.13" 23.10 2.35" 0.00# 0.00# 0.00# 3743 $ 16
17 153.4 " 77.56"21187 $ 224.2 62.55" 44.65" 22.38 2.02" 0.00# 0.00# 0.00# 884.1 " 17
18 107.5 " 84.00"11686 $ 208.1 61.15" 43.15" 21.47 1.50# 0.00# 0.00# 0.00# 2585 $ 18
19 86.31" 85.29" 5088 $ 196.2 60.58" 40.87" 20.04 1.05# 0.00# 0.00# 0.00# 420.4 " 19
20 75.70" 76.94" 3474 $ 187.8 59.93" 38.70" 18.27 0.79# 0.00# 0.00# 0.00# 219.2 " 20
21 105.9 " 87.70" 2571 # 180.1 59.19" 36.73" 16.47 0.60# 0.00# 0.00# 0.00# 714.7 # 21
22 77.73" 88.70" 1999 " 174.0 58.27" 35.18" 15.11 0.39# 0.00# 0.00# 301.0 # 6270 $ 22
23 190.9 " 2799 $ 1596 " 167.2 56.98" 34.54" 14.04 0.20# 0.00# 0.00# 894.0 $ 2023 $ 23
24 1120 # 6367 $ 7524 $ 310.5 " 55.55" 34.18" 13.17 0.07# 0.00# 0.00# 50.12" 661.1 " 24
25 7095 $ 4621 $ 7584 $ 417.3 " 54.29" 33.45" 12.11 0.02# 0.00# 0.00# 20.91 379.4 " 25
26 3236 $ 2300 # 3541 $ 243.2 52.85" 32.86" 10.80 0.00# 0.00# 0.00# 10.62" 266.5 " 26
27 3595 $ 1614 " 2242 # 198.9 51.54" 32.49" 9.70 0.00# 0.00# 0.00# 5.52" 3235 $ 27
28 3494 $ 2607 $ 1720 " 162.9 " 50.96" 32.71" 9.30 0.00# 0.00# 0.00# 3.18" 1167 " 28
29 3380 $ 3582 $ 1411 " 147.1 " 51.01" 33.07" 8.94 0.00# 0.00# 0.00# 1.70# 582.7 " 29
30 11503 $ 1749 # 138.3 " 51.58" 33.27" 8.53 0.00# 0.00# 0.00# 22.95# 372.5 " 30
31 4921 $ 1135 " 52.31" 8.06" 0.00# 0.00# 454.5 " 31
Mean 1473 $1155 $4745 $ 355.1 " 76.20 " 42.45 " 20.71 " 2.812# 0.000# 2.776# 43.67 $ 817.4 $
Median 268.7 $ 339.3 $2571 $ 279.0 " 65.17 " 44.72 " 23.10 " 2.351# 0.000# 0.000# 0.000$ 372.5 $
Maximum 11503 $ 6367 $21187 $ 952.7 " 130.4 " 53.08" 33.24" 7.66# 0.00# 63.22# 894.0 $ 6270 $
Minimum 61.64 $ 76.94 $1135 $ 138.3 " 50.96 " 32.49 " 8.063" 0.000# 0.000# 0.000# 0.000$ 4.267$
Total 45654 $ 33507 $147100 $ 10654 " 2362 " 1274 " 641.9" 87.2# 0.0# 86.0# 1310 $ 25338 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 732.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 47.45 $ # ... Relative Uncertainty +/-15%
Annual Total 268014 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 21187 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 734.0 " 69.09 " 81.72 " 62.56 " 11.72 7.419" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 439.4 " 48.95 " 80.34 " 55.61 " 9.052" 5.440" 0.000# 0.000# 0.000# 0.000# 0.000# 0.028# 2
3 242.2 36.37 " 75.16 " 228.0 " 7.311" 3.851" 0.000# 0.000# 0.000# 0.000# 0.000# 0.039# 3
4 195.8 28.95 " 64.90 " 617.2 " 6.418" 2.627" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 206.7 23.70 2203 $ 301.9 " 5.798" 1.436# 0.000# 0.000# 0.000# 0.000# 0.000# 329.1 # 5
6 250.8 " 19.67 866.4 " 194.9 4.565" 0.696# 0.000# 0.000# 0.000# 0.000# 0.000# 103.1 " 6
7 295.0 " 53.72 " 494.4 " 150.2 " 3.724" 0.466# 0.000# 0.000# 0.000# 0.000# 0.000# 44.82 " 7
8 149.3 "1478 # 553.3 " 116.3 " 2.645" 0.332# 0.000# 0.000# 0.000# 0.000# 0.000# 57.31 " 8
9 120.9 " 145.2 "2950 $ 91.22 " 1.692# 0.226# 0.000# 0.000# 0.000# 0.000# 0.000# 50.37 " 9
10 88.07 " 60.86 "1743 # 74.27 " 1.042# 0.174# 0.000# 0.000# 0.000# 0.000# 0.000# 27.93 " 10
11 77.30 " 41.28 "2529 $ 62.64 " 0.606# 0.131# 0.000# 0.000# 0.000# 0.000# 0.000# 32.48 " 11
12 62.69 " 34.55 "2282 $ 54.54 " 0.358# 0.076# 0.000# 0.000# 0.000# 0.000# 0.000# 127.3 " 12
13 65.90 " 212.2 "1096 " 48.30 " 0.206# 0.034# 0.000# 0.000# 0.000# 0.000# 0.000# 533.3 " 13
14 55.49 " 131.8 " 769.9 " 43.53 " 0.134# 0.009# 0.000# 0.000# 0.000# 0.000# 0.000# 130.5 " 14
15 44.48 " 182.1 "2844 $ 39.86 " 0.176# 0.001# 0.000# 0.000# 0.000# 0.000# 0.000# 47.99 " 15
16 38.43 " 188.9 " 729.0 " 36.67 " 0.551# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 26.54 " 16
17 758.1 # 367.6 " 696.0 " 33.60 " 0.320# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13.13 " 17
18 738.2 " 852.3 " 459.7 " 31.18 " 0.205# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9.004" 18
19 2780 $ 565.5 " 364.9 " 28.31 0.138# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2.408# 19
20 1346 # 324.0 271.3 26.02 0.158# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.578# 20
21 683.3 " 234.5 210.0 23.71 0.306# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.554# 21
22 481.7 " 186.3 171.9 " 21.57 0.246# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.085# 22
23 337.0 " 144.1 " 141.7 " 19.06 0.159# 0.000# 0.000# 0.000# 0.000# 0.000# 42.61 # 0.162# 23
24 250.0 113.5 " 122.1 " 17.44 22.24 # 0.000# 0.000# 0.000# 0.000# 0.000# 32.02 " 0.033# 24
25 198.3 102.8 " 132.4 " 16.00 33.88 " 0.000# 0.000# 0.000# 0.000# 0.000# 8.287" 0.017# 25
26 150.2 " 101.7 " 121.8 " 13.07 33.42 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.913# 0.001# 26
27 115.0 " 93.19 " 111.9 " 12.24 27.80 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.017# 0.000# 27
28 89.07 " 82.23 " 143.4 " 19.94 21.22 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 28
29 73.27 " 116.3 " 20.20 16.48 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 29
30 68.88 " 87.59 " 15.86 12.69 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 30
31 121.8 " 72.59 " 9.761 0.000# 0.000# 0.000# 0.000# 31
Mean 363.1 $ 211.5 # 728.6 $ 82.53 " 7.581# 0.764# 0.000# 0.000# 0.000# 0.000# 2.795# 49.64 #
Median 195.8 $ 108.2 # 271.3 $ 38.26 " 2.645# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.554#
Maximum 2780 $1478 #2950 $ 617.2 " 33.88 # 7.419# 0.000# 0.000# 0.000# 0.000# 42.61 # 533.3 #
Minimum 38.43 $ 19.67 # 64.90 $ 12.24 " 0.134# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 11257 $ 5923 #22587 $ 2476 " 235.0 # 22.92# 0.00# 0.00# 0.00# 0.00# 83.85# 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 0.138$ # ... Relative Uncertainty +/-15%
Annual Total 44123 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2950 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 1827 # 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# 5848 $ 247.0 79.84" 21.81 0.19# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 0.00#17941 $ 222.2 86.58" 23.70 0.01# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 0.00# 5846 $ 225.8 149.8 " 28.51 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 6
7 0.00# 5764 $ 219.7 155.4 " 24.34 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 7
8 0.00# 7164 $ 217.6 173.6 " 39.01" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 8
9 0.00#59126 & 268.2 # 223.7 39.71" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9
10 0.00#88658 & 463.6 # 167.7 " 31.68" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 10
11 0.00#18805 $ 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 97.55# 3316 " 228.4 82.55" 17.11 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 535.7 $ 2824 " 187.4 69.60" 14.67 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 5304 $ 2006 " 266.2 61.82" 13.06 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 6209 $ 1674 " 176.4 55.95" 12.23 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 13849 $ 1331 # 162.3 " 51.24" 11.89" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 18
19 7246 $ 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
22 649.4 " 760.1 # 99.43" 37.94" 8.13" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1.76# 22
23 438.2 " 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 10218 $ 480.5 # 97.23" 30.07 6.81" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 147.4 " 25
26 4660 $ 557.3 # 86.14" 27.93 6.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 163.8 # 26
27 1877 # 560.8 # 237.8 # 26.28 5.49" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 69.07" 27
28 2215 # 428.2 # 206.0 " 24.97 4.93" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 66.67" 28
29 2561 # 130.6 " 23.26 4.35" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 37.06" 29
30 3946 $ 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 2258 $8865 & 212.5 # 88.39 # 16.69 # 0.156# 0.000# 0.000# 0.000# 0.000# 0.000# 82.89 #
Median 535.7 $2323 & 217.6 # 69.96 # 13.06 # 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 13849 $88658 & 463.6 # 391.1 # 39.71# 2.24# 0.00# 0.00# 0.00# 0.00# 0.00# 781.8 #
Minimum 0.000$ 428.2 & 86.14 # 23.26 # 3.107# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 70009 $248226 & 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 905.7 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 330565 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 88658 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 5043 $ 433.1 # 2443 # 78.56" 9.85" 0.00# 0.00$ 0.00$ 0.00$ 0.00$ 0.00$ 572.0 # 9
10 25918 & 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 8662 $ 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 3060 & 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 25918 & 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 94874 &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 428.8 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 156512 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 25918 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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$10192 $ 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#53937 & 22
23 171.7 " 106.9 # 1114 # 0.00$ 9.38# 0.00$ 0.00$ 0.00# 0.00# 0.00# 124.6 "53046 & 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 $ 674.6 $ 654.5 $ 18.46 $ 128.3 $ 0.000$ 0.000$ 0.000$ 0.000# 0.000# 30.54 #5340 &
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 $10192 $ 5680 $ 91.45$ 1574 $ 0.00$ 0.00$ 0.00$ 0.00# 0.00# 186.4 #53937 &
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 $ 19563 $ 20291 $ 553.8$ 3976 $ 0.0$ 0.0$ 0.0$ 0.0# 0.0# 916.3#165544 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 609.6 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 223108 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 53937 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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# 3235 $ 2970 $ 2021 # 318.0" 65.1" 35.3" 6.6" 0.0# 0.0# 0.0# 0.0# 1
2 692.9# 2947 # 1907 # 1509 " 524.8" 62.5" 33.8" 5.8" 0.0# 0.0# 277.5# 0.0# 2
3 647.3# 3037 $ 1434 " 1193 " 475.3" 60.9" 32.8" 5.1" 0.0# 0.0# 22.1" 0.0# 3
4 1410 # 4702 $ 1159 " 1012 " 338.4" 60.1" 32.1" 4.9" 0.0# 0.0# 6.0" 0.0# 4
5 125197 & 7952 $ 978.9" 882.2" 269.7 59.9" 31.7" 4.6" 0.0# 0.0# 2.2# 20.6# 5
6 13412 & 46826 & 829.7" 786.5" 237.3 59.4" 31.1" 4.3" 0.0# 0.0# 0.5# 703.5" 6
7 5457 $ 40080 & 726.2" 707.1" 220.3 58.0" 30.3" 4.0" 0.0# 0.0# 0.1# 366.5" 7
8 3274 $ 9343 $ 1240 $ 644.3" 204.7 56.3" 29.4" 3.7" 0.0# 0.0# 0.0# 138.1" 8
9 2290 # 5951 $ 5032 $ 585.5" 189.2 54.9" 27.8 3.4" 0.0# 0.0# 0.0# 56.7" 9
10 1852 # 36830 & 2756 # 526.0" 175.4 53.4" 26.4 3.0" 0.0# 17.2# 0.0# 503.1" 10
11 1559 " 8767 $ 8534 $ 478.8" 164.7 51.9" 25.5 2.7" 0.0# 10.7" 0.0# 96.4" 11
12 1971 # 4866 $ 3441 $ 436.7" 156.1" 50.9" 24.0 2.5" 0.0# 3.7" 0.0# 43.9" 12
13 3005 $ 15626 $ 19583 $ 402.3" 149.9" 50.4" 22.8 2.5" 0.0# 23.5" 0.0# 33.2" 13
14 2531 $ 8623 $ 6797 $ 382.3" 144.7" 50.2" 21.4 2.4" 0.0# 91.8" 0.0# 23.2 14
15 1853 # 56229 & 3620 $ 374.1 140.4" 50.2" 20.2 2.2" 0.0# 40.6" 0.0# 14.8 15
16 1437 " 12827 $ 2587 # 479.5" 135.9" 50.2" 19.5 2.0" 0.0# 23.8" 0.0# 11.6 16
17 2275 $ 5970 $ 3671 $ 1618 # 131.1" 49.7" 18.6 1.8" 0.0# 13.4 0.0# 95.1" 17
18 4018 $ 4083 $ 2250 # 820.1" 126.2" 48.3" 17.4 1.4# 0.0# 6.2" 0.0# 718.7# 18
19 3104 $ 3486 $ 1691 " 1152 $ 122.6" 47.1" 16.1 1.0# 0.0# 2.9" 0.0# 179.4" 19
20 2255 # 5427 $ 1442 " 855.4" 118.3" 46.0" 15.2 0.6# 0.0# 1.1# 0.0# 156.8" 20
21 1670 " 2762 $ 4039 $ 537.0" 114.1" 45.2" 14.5 0.4# 0.0# 0.2# 0.0# 1904 $ 21
22 1250 " 2791 $ 3868 $ 448.4" 110.4" 44.4" 13.5 0.1# 0.0# 0.0# 0.0# 852.0" 22
23 1037 " 3625 $ 1871 # 390.2" 107.9" 43.9" 12.7 0.0# 0.0# 0.0# 0.0# 325.3" 23
24 1061 # 1771 " 1651 $ 424.9" 104.1" 42.8" 12.2 0.0# 0.0# 0.0# 0.0# 170.5" 24
25 14755 $ 1394 " 4357 $ 537.2" 98.0" 42.3" 11.3 0.0# 0.0# 0.0# 0.0# 151.4" 25
26 15400 $ 1635 $ 2001 # 396.2" 92.1" 41.7" 10.5 0.0# 0.0# 0.0# 0.0# 108.2" 26
27 12541 $ 4649 $ 8635 $ 339.8 87.0" 41.1" 9.9 0.0# 0.0# 0.0# 0.0# 71.4" 27
28 4789 $ 5838 $ 7508 $ 289.7 82.2" 39.6" 9.1 0.0# 0.0# 0.0# 0.0# 57.8" 28
29 4855 $ 3826 $ 255.1 78.0" 38.0" 8.4" 0.0# 0.0# 0.0# 0.0# 65.6" 29
30 7854 $ 6770 $ 241.0 73.6" 37.0" 8.0" 0.0# 0.0# 0.0# 0.0# 111.8" 30
31 7052 $ 2847 $ 68.9" 7.1" 0.0# 0.0# 82.7" 31
Mean 8107 &11117 & 3872 $ 690.9 $ 172.9 " 50.04" 20.27" 2.10# 0.00# 7.58# 10.28# 227.8 $
Median 2290 &5146 &2847 $ 531.5 $ 135.9 " 50.19 " 19.52 " 2.023# 0.000# 0.000# 0.000# 95.14 $
Maximum 125197 & 56229 & 19583 $ 2021 $ 524.8" 65.1" 35.3" 6.6# 0.0# 91.8# 277.5# 1904 $
Minimum 647.3 &1394 & 726.2 $ 241.0 $ 68.91 " 36.96 " 7.113" 0.000# 0.000# 0.000# 0.000# 0.000$
Total 251322 &311272 &120018 $ 20726 $ 5359 " 1501 " 628.5" 65.2# 0.0# 235.0# 308.5# 7062 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1968 & " ... Relative Uncertainty +/-10%
Ann. Median 54.94 & # ... Relative Uncertainty +/-15%
Annual Total 718498 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 125197 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 64.06"19793 $ 1917 # 141.8 " 29.09" 13.07 0.27# 0.00# 0.00# 0.00# 0.00# 15.31# 1
2 1645 # 8111 $ 3014 $ 125.9 " 28.01 12.13 0.13# 0.00# 0.00# 0.00# 0.00# 15.60" 2
3 1634 # 4591 $ 1480 " 128.2 " 26.61" 11.39 0.04# 0.00# 0.00# 0.00# 0.00# 107.1 " 3
4 1044 " 3101 $ 1217 " 99.88" 25.67 10.06 0.00# 0.00# 0.00# 0.00# 0.00# 271.6 " 4
5 699.3 " 2287 # 1132 " 78.32" 25.25 8.99 0.00# 0.00# 0.00# 0.00# 0.00# 29.95" 5
6 515.6 " 2663 $ 859.5 " 67.58" 24.73 8.15" 0.00# 0.00# 0.00# 0.00# 0.00# 28.16" 6
7 324.9 " 2053 # 704.6 " 63.00" 23.56 7.24" 0.00# 0.00# 0.00# 0.00# 0.00# 17.57 7
8 666.1 $ 1804 " 589.2 " 63.23" 22.47 6.72" 0.00# 0.00# 0.00# 0.00# 0.00# 7.81" 8
9 4749 $ 1712 # 498.9 " 60.19" 21.12 6.82" 0.00# 0.00# 0.00# 0.00# 0.00# 2.84" 9
10 2971 $ 1551 " 436.7 " 57.82" 19.79 6.91" 0.00# 0.00# 0.00# 0.00# 0.00# 0.63# 10
11 1595 " 1119 " 408.6 " 55.65" 19.35 7.02" 0.00# 0.00# 0.00# 0.00# 0.00# 0.10# 11
12 965.2 " 943.0 " 403.9 " 53.83" 18.98 7.14" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 12
13 728.1 " 1622 " 348.1 52.21" 17.94 7.14" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 13
14 664.5 " 1141 " 296.5 51.37" 16.86 6.61" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 14
15 1507 $ 878.4 " 256.2 51.92" 15.41 6.48" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 15
16 1252 " 1003 " 226.6 69.48" 14.52 6.47" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 16
17 2444 $ 1742 " 204.7 67.76" 13.86 6.42" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 17
18 2192 # 1391 " 185.8 59.28" 14.12 5.83" 0.00# 0.00# 0.00# 0.00# 0.02# 0.00# 18
19 1191 " 1236 " 168.9 53.06" 14.62 5.22" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 19
20 2759 $ 982.5 " 158.6 48.58" 15.01 4.59" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 20
21 1228 " 862.4 " 156.9 45.87" 15.84 3.88" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 21
22 1706 # 697.3 " 151.7 " 43.68" 16.37 3.23" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 22
23 2008 # 595.2 " 140.6 " 41.88" 16.35 2.58" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 23
24 937.5 " 518.3 " 128.6 " 40.04" 16.37 2.14" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 24
25 1053 " 455.2 " 117.4 " 38.62" 16.41 1.69" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 25
26 15295 $ 1442 # 108.4 " 36.85" 16.59 1.40# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 26
27 7764 $ 1218 " 100.9 " 35.29" 16.84 1.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 27
28 16584 $ 2124 # 92.78" 34.12" 16.61 0.76# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 28
29 49056 & 84.56" 32.47" 15.96 0.64# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 29
30 29191 & 79.87" 30.82" 14.92 0.44# 0.00# 0.00# 0.00# 0.00# 0.00# 236.6 # 30
31 36376 & 79.73" 13.93 0.00# 0.00# 0.00# 53.03" 31
Mean 6155 &2416 $ 508.0 $ 60.96 " 18.81 " 5.740# 0.014# 0.000# 0.000# 0.000# 0.001# 25.36 #
Median 1595 &1416 $ 226.6 $ 53.45 " 16.61 " 6.478# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Maximum 49056 &19793 $ 3014 $ 141.8 " 29.09" 13.07# 0.27# 0.00# 0.00# 0.00# 0.02# 271.6 #
Minimum 64.06 & 455.2 $ 79.73 $ 30.82 " 13.86 " 0.441# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 190808 & 67636 $ 15747 $ 1829 " 583.2" 172.2# 0.4# 0.0# 0.0# 0.0# 0.0# 786.3#
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 760.4 & " ... Relative Uncertainty +/-10%
Ann. Median 3.234& # ... Relative Uncertainty +/-15%
Annual Total 277563 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 49056 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 97.53 "1867 $ 31.11 " 4.895" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1
2 25.86 " 470.2 " 38.55 " 2.464" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 2
3 12.90 157.5 " 65.32 " 0.952# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 3
4 263.8 " 75.33 " 35.21 " 0.255# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 4
5 171.5 " 48.68 " 28.88 " 0.051# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 5
6 1321 $ 73.29 " 20.76 0.005# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 6
7 552.7 " 28.36 " 18.52 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 7
8 121.9 " 19.81 12.06 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 8
9 59.35 " 621.4 " 6.977" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 9
10 41.26 " 455.5 " 4.795" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 10
11 46.97 " 186.0 " 5.065" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 11
12 24.03 " 90.79 " 6.925" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 12
13 41.43 " 54.92 " 4.885" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 13
14 22.15 39.49 " 5.030" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 14
15 12.48 29.27 " 218.7 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 15
16 12.11 " 64.82 " 138.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 16
17 94.81 " 188.9 " 41.75 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 17
18 135.1 " 109.5 " 33.63 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 18
19 66.41 " 247.4 " 44.91 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 19
20 40.90 "1294 # 38.42 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 20
21 24.74 " 492.5 " 26.60 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 21
22 40.78 " 197.8 " 84.38 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 22
23 342.5 " 988.3 # 69.77 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 23
24 697.1 " 260.9 " 275.8 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 24
25 203.1 " 123.3 " 63.24 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 25
26 116.0 " 71.93 " 68.41 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 49.74 # 0.000# 0.000# 26
27 63.49 " 54.46 " 150.7 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.270# 0.000# 0.000# 27
28 83.18 " 38.45 " 59.35 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 1.262# 28
29 29.27 " 32.09 " 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
31 311.1 " 9.026" 0.000# 0.000# 0.000# 0.000# 778.5 $ 31
Mean 164.3 $ 298.2 $ 53.46 " 0.287# 0.000# 0.000# 0.000# 0.000# 0.000# 1.613# 0.000# 25.15 $
Median 63.49 $ 116.4 $ 33.63 " 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Maximum 1321 $1867 $ 275.8 " 4.895# 0.000# 0.000# 0.000# 0.000# 0.000# 49.74 # 0.000# 778.5 $
Minimum 12.11 $ 19.81 $ 4.795" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000$
Total 5094 $8350 $1657 " 8.622# 0.000# 0.000# 0.000# 0.000# 0.000# 50.01 # 0.000# 779.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.67 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 15940 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1867 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 268.8 # 45.61"87987 & 23.52 3.67" 6.62# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1
2 84.55" 33.89"71345 & 23.62 2.67" 7.36" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2
3 59.87" 26.64" 6851 $ 20.49 1.84" 5.56" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3
4 2.16# 135.3 " 3362 $ 16.40 1.29# 4.38" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4
5 13.45# 372.7 " 2052 # 14.09 0.89# 3.77" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 5
6 119.7 " 178.8 " 1351 " 12.69 0.55# 3.33" 0.00# 0.00# 0.00# 0.00# 0.00# 10.37# 6
7 1099 " 98.90" 986.0 " 20.72" 0.38# 2.94" 0.00# 0.00# 0.00# 0.00# 0.00# 2179 $ 7
8 797.0 " 73.21" 764.5 " 863.7 " 0.25# 2.55" 0.00# 0.00# 0.00# 0.00# 0.00# 9818 $ 8
9 243.4 47.05" 605.0 " 129.5 " 0.25# 1.97" 0.00# 0.00# 0.00# 0.00# 0.00# 2958 $ 9
10 643.4 $ 32.90" 491.0 " 71.66" 0.19# 1.29# 0.00# 0.00# 0.00# 0.00# 0.00# 1332 " 10
11 5880 $ 472.6 $ 399.3 " 64.90" 0.12# 0.74# 0.00# 0.00# 0.00# 0.00# 0.00# 626.5 " 11
12 1027 # 1596 $ 327.1 57.13" 0.07# 0.44# 0.00# 0.00# 0.00# 0.00# 0.00# 757.8 " 12
13 305.9 " 514.7 " 272.2 50.74" 0.03# 0.25# 0.00# 0.00# 0.00# 0.00# 0.00# 458.2 " 13
14 141.9 " 216.4 228.1 40.32" 0.00# 0.11# 0.00# 0.00# 0.00# 0.00# 0.00# 281.9 14
15 76.85" 116.2 " 194.5 31.01" 0.00# 0.04# 0.00# 0.00# 0.00# 0.00# 0.00# 192.1 15
16 48.34" 66.42" 163.7 " 22.94 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 128.7 " 16
17 34.61" 960.5 " 138.4 " 18.08 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 87.46" 17
18 1098 " 4778 $ 118.1 " 14.81 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 170.6 " 18
19 453.9 " 2025 $ 100.8 " 12.97 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 140.3 " 19
20 204.0 " 1514 " 86.72" 11.46 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2210 $ 20
21 1062 # 933.4 " 75.13" 10.22 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00#87474 & 21
22 506.4 " 495.0 " 66.40" 9.32 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 9406 $ 22
23 165.5 " 336.1 " 59.30" 8.40" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3112 $ 23
24 84.11" 234.4 53.92" 7.53" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 2178 $ 24
25 54.73" 167.7 " 48.86" 6.81" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3804 $ 25
26 2090 $ 123.5 " 43.64" 6.25" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1441 " 26
27 383.1 " 251.8 " 39.19" 5.81" 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 997.8 " 27
28 249.7 " 238.9 35.33" 5.50" 0.19# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 3210 $ 28
29 283.4 " 217.8 32.96" 5.05" 0.13# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 4455 $ 29
30 134.2 " 29.17" 4.88" 0.03# 0.00# 0.00# 0.00# 0.00# 0.00# 0.00# 1857 # 30
31 70.76" 25.84 0.00# 0.00# 0.00# 0.00# 1076 " 31
Mean 570.5 $ 562.2 $5753 & 53.02 " 0.405# 1.379# 0.000# 0.000# 0.000# 0.000# 0.000#4528 &
Median 243.4 $ 217.8 $ 163.7 & 15.61 " 0.026# 0.020# 0.000# 0.000# 0.000# 0.000# 0.000# 997.8 &
Maximum 5880 $ 4778 $87987 & 863.7 " 3.67# 7.36# 0.00# 0.00# 0.00# 0.00# 0.00#87474 &
Minimum 2.161$ 26.64 $ 25.84 & 4.883" 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000# 0.000&
Total 17687 $ 16304 $178333 & 1590 " 12.6# 41.4# 0.0# 0.0# 0.0# 0.0# 0.0#140363 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 968.1 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 354331 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 87987 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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
1 803.4" 10169 & 484.2" 918.5" 103.5" 35.3" 19.9 0.3# 0.0# 0.0# 0.0# 0.0# 1
2 609.1" 41455 & 432.7" 791.2" 98.8" 35.6" 17.7 0.2# 0.0# 0.0# 0.0# 0.0# 2
3 502.4" 8340 $ 406.0" 707.2" 94.0" 35.2" 16.3 0.1# 0.0# 0.0# 0.0# 0.0# 3
4 368.3" 6043 $ 404.7" 639.8" 90.6" 35.5" 14.0 0.1# 0.0# 0.0# 0.0# 0.0# 4
5 282.9 3499 $ 332.7 572.6" 85.2" 35.0" 12.4 0.1# 0.0# 0.0# 0.0# 0.0# 5
6 260.0 2465 # 326.4 514.1" 79.8" 33.3" 11.9 0.1# 0.0# 0.0# 0.0# 0.0# 6
7 620.8" 2255 # 290.0 474.1" 77.3" 31.2" 10.8 0.0# 0.0# 0.0# 0.0# 286.2# 7
8 386.1" 1525 " 253.0 444.7" 76.8" 29.7" 9.7 0.0# 0.0# 0.0# 0.0# 136.9" 8
9 268.8 1432 " 846.0" 420.8" 74.3" 28.1" 8.5" 0.0# 0.0# 0.0# 0.0# 37.6" 9
10 202.5 1281 " 611.7" 399.6" 69.8" 26.5 8.1" 0.0# 0.0# 0.0# 0.0# 15.4" 10
11 151.0" 1225 " 929.2" 371.0" 66.3" 26.2 8.3" 0.0# 0.0# 0.0# 0.0# 5.9" 11
12 119.6" 929.9" 1500 $ 340.6 63.6" 26.8" 8.3" 0.0# 0.0# 0.0# 0.0# 1.6# 12
13 94.6" 781.5" 3403 $ 315.8 58.3" 25.4 7.8" 0.0# 0.0# 0.0# 0.0# 0.8# 13
14 251.2" 693.9" 7937 $ 291.1 56.7" 26.0" 7.8" 0.0# 0.0# 0.0# 0.0# 4.1# 14
15 316.7" 1324 # 5358 $ 272.6 56.0" 27.4" 7.3" 0.0# 0.0# 0.0# 0.0# 63.2" 15
16 103.1" 1460 " 5383 $ 246.3 51.7" 25.8 6.9" 0.0# 0.0# 0.0# 0.0# 25.3" 16
17 71.1" 893.9" 17980 $ 222.7 51.2" 25.3 6.6" 0.0# 0.0# 0.0# 0.0# 10.6" 17
18 60.2" 723.7" 36170 & 203.1 52.1" 25.1 6.1" 0.0# 0.0# 0.0# 0.0# 4.3" 18
19 50.9" 632.6" 21850 & 185.3 52.3" 24.3 5.9" 0.0# 0.0# 0.0# 0.0# 4.3" 19
20 41.8" 571.3" 31843 & 176.3 50.7" 23.2 5.2" 0.0# 0.0# 0.0# 0.0# 3.2" 20
21 34.0" 588.8" 10343 $ 170.4 49.1" 22.2 4.5" 0.0# 0.0# 0.0# 0.0# 1.4# 21
22 28.9" 519.6" 7718 $ 166.2 47.8" 21.9 3.9" 0.0# 0.0# 0.0# 0.0# 156.3" 22
23 34.8" 428.4" 4392 $ 155.3" 48.4" 21.5 3.4" 0.0# 0.0# 0.0# 0.0# 656.8" 23
24 58.5" 379.2" 5070 $ 142.8" 49.3" 21.3 2.7" 0.0# 0.0# 0.0# 0.0# 384.2" 24
25 38.4" 413.1" 3258 $ 131.2" 47.9" 20.7 1.9" 0.0# 0.0# 0.0# 0.0# 162.8" 25
26 36.5" 3086 $ 5554 $ 123.9" 46.4" 21.0 1.6" 0.0# 0.0# 0.0# 0.0# 93.0" 26
27 1374 $ 979.6" 3457 $ 119.9" 45.4" 21.1 1.6" 0.0# 0.0# 0.0# 0.0# 64.0" 27
28 6718 $ 598.1" 2277 # 115.5" 44.4" 20.7 1.3# 0.0# 0.0# 0.0# 0.0# 102.0" 28
29 18532 & 1696 " 111.8" 43.1" 21.3 1.0# 0.0# 0.0# 0.0# 0.0# 966.9" 29
30 237257 & 1336 " 107.8" 38.8" 21.1 0.7# 0.0# 0.0# 0.0# 0.0# 331.4" 30
31 39033 & 1089 " 36.0" 0.5# 0.0# 0.0# 146.5" 31
Mean 9958 &3382 &5901 & 328.4 " 61.47 " 26.46 " 7.173# 0.026# 0.000# 0.000# 0.000# 118.2 #
Median 251.2 &1103 &2277 & 259.5 " 52.29 " 25.57 " 6.882# 0.000# 0.000# 0.000# 0.000# 15.40 #
Maximum 237257 & 41455 & 36170 & 918.5" 103.5" 35.6" 19.9# 0.3# 0.0# 0.0# 0.0# 966.9#
Minimum 28.90 & 379.2 & 253.0 & 107.8 " 35.99 " 20.66 " 0.535# 0.000# 0.000# 0.000# 0.000# 0.000#
Total 308710 & 94692 &182930 & 9852 " 1906 " 793.7" 222.4# 0.8# 0.0# 0.0# 0.0# 3665 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1651 & " ... Relative Uncertainty +/-10%
Ann. Median 25.27 & # ... Relative Uncertainty +/-15%
Annual Total 602772 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 237257 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 77.11"86255 & 6587 $ 430.9 " 133.5 " 32.97" 4.37" 0.00# 0.00# 0.00# 0.00# 756.1 " 1
2 53.27"14149 $ 5109 $ 393.5 " 130.7 " 30.88" 3.90" 0.00# 0.00# 16.98# 0.00# 480.4 " 2
3 48.71" 8845 $ 3448 $ 362.7 " 127.8 " 29.72" 3.39" 0.00# 0.00# 24.27" 0.00# 332.6 3
4 59.54" 7900 $ 2494 # 338.6 " 123.8 " 45.60" 2.90" 0.00# 0.00# 9.15" 0.00# 231.5 4
5 39.54"17867 $ 1957 " 315.0 " 120.0 " 55.93" 2.50" 0.00# 0.00# 1.49# 0.00# 171.4 " 5
6 301.9 " 9859 $ 1663 " 284.2 " 117.3 " 55.26" 2.14" 0.00# 0.00# 0.15# 0.00# 127.9 " 6
7 146.7 " 5054 $ 1397 " 265.0 " 115.2 " 49.81" 1.81" 0.00# 0.00# 0.00# 0.00# 93.19" 7
8 64.66" 3312 $ 1456 " 249.9 " 113.1 " 45.92" 1.51" 0.00# 0.00# 0.00# 0.00# 70.73" 8
9 40.86" 3094 $ 1921 $ 245.8 " 109.6 " 42.08" 1.24# 0.00# 0.00# 0.00# 0.00# 56.90" 9
10 33.04" 2483 # 1970 # 226.2 " 105.3 " 38.29" 0.96# 0.00# 0.00# 0.00# 0.00# 45.03" 10
11 22.71" 1879 " 1226 " 213.4 " 99.30" 34.29" 0.71# 0.00# 0.00# 0.00# 0.00# 37.83" 11
12 13.87" 2056 # 938.1 " 205.8 " 95.57" 30.03" 0.50# 0.00# 0.00# 0.00# 0.00# 30.91" 12
13 9.72" 2569 # 669.7 " 200.1 " 91.64" 26.13" 0.35# 0.00# 0.00# 0.00# 0.00# 25.29" 13
14 34.73" 1781 " 529.1 " 272.9 " 88.04" 22.94" 0.25# 0.00# 0.00# 0.00# 0.00# 20.25 14
15 6616 $ 2302 # 517.8 " 403.9 " 84.95" 20.70" 0.14# 0.00# 0.00# 0.00# 0.00# 17.52 15
16 14969 $ 2588 $ 420.5 " 287.9 " 81.40" 18.96" 0.07# 0.00# 0.00# 0.00# 0.00# 16.85 16
17 4628 $ 1622 " 434.4 " 248.5 " 78.28" 17.37" 0.02# 0.00# 0.00# 0.00# 0.00# 36.19" 17
18 1770 # 1250 " 1330 " 226.5 " 75.98" 15.89" 0.00# 0.00# 0.00# 0.00# 0.00# 13.64 18
19 1205 # 1014 " 1326 " 210.7 " 72.13" 14.53" 0.00# 0.00# 0.00# 0.00# 0.00# 7.33" 19
20 4591 $ 843.4 " 934.5 " 200.3 " 67.80" 13.31" 0.00# 0.00# 0.00# 0.00# 0.00# 12.66" 20
21 3913 $ 704.0 " 721.1 " 191.9 " 64.23" 12.16" 0.00# 0.00# 0.00# 0.00# 0.00# 30.48" 21
22 2720 $ 633.4 " 573.6 " 183.0 " 60.29" 11.10" 0.00# 0.00# 0.00# 0.00# 111.3 # 22.55 22
23 2470 $ 594.3 " 434.9 " 174.8 " 56.34" 10.08" 0.00# 0.00# 0.00# 0.00# 422.5 " 16.99 23
24 11709 $ 579.9 " 337.1 " 166.6 " 53.32" 9.11" 0.00# 0.00# 0.00# 0.00# 2459 $ 12.32 24
25 6357 $ 2087 $ 2226 $ 163.2 " 49.60" 8.21" 0.00# 0.00# 0.00# 0.00# 8739 $ 9.06" 25
26 5987 $ 1828 # 1208 " 158.9 " 45.69" 7.47" 0.00# 0.00# 0.00# 0.00# 4474 $ 9.20" 26
27 2960 $ 1120 " 810.5 " 152.9 " 41.78" 6.77" 0.00# 0.00# 0.00# 0.00# 6772 $ 20.45" 27
28 2319 # 912.9 " 674.6 " 147.4 " 38.26" 6.06" 0.00# 0.00# 0.00# 0.00# 2264 # 72.96" 28
29 1675 " 598.5 " 142.7 " 36.42" 5.43" 0.00# 0.00# 0.00# 0.00# 1856 #13976 $ 29
30 8561 $ 532.5 " 138.4 " 35.25" 4.85" 0.00# 0.00# 0.00# 0.00# 1630 #68842 & 30
31 70523 & 467.8 " 34.10" 0.00# 0.00# 0.00# 72828 & 31
Mean 4965 &6614 &1449 $ 240.1 " 82.15 " 24.06 " 0.863# 0.000# 0.000# 1.679# 957.6 $5110 &
Median 1675 &2071 & 938.1 $ 219.8 " 81.40 " 19.83 " 0.069# 0.000# 0.000# 0.000# 0.000$ 36.19 &
Maximum 70523 &86255 & 6587 $ 430.9 " 133.5 " 55.93" 4.37# 0.00# 0.00# 24.27# 8739 $72828 &
Minimum 9.718& 579.9 & 337.1 $ 138.4 " 34.10 " 4.848" 0.000# 0.000# 0.000# 0.000# 0.000$ 7.331&
Total 153921 &185181 & 44913 $ 7202 " 2547 " 721.8" 26.8# 0.0# 0.0# 52.1# 28729 $158424 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1594 & " ... Relative Uncertainty +/-10%
Ann. Median 30.91 & # ... Relative Uncertainty +/-15%
Annual Total 581716 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 86255 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
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 210178 & 4875 $ 5274 $ 289.4 115.0" 52.7" 121.7" 23.7 0.7# 0.0# 0.0# 0.0& 1
2 425107 & 3371 $ 3704 $ 268.4 246.1" 51.5" 162.4" 22.9 0.5# 0.0# 0.0# 0.0& 2
3 215341 & 2474 # 9149 $ 516.7" 178.1 49.8" 134.1" 21.8 0.3# 0.0# 0.0# 0.0& 3
4 39050 & 1960 " 10398 $ 652.9" 147.2" 49.9" 98.6" 20.8 0.2# 0.0# 0.0# 0.0& 4
5 18793 $ 1567 " 3752 $ 1282 " 124.9" 50.7" 77.2" 19.9 0.1# 0.0# 0.0# 0.0& 5
6 13800 $ 1435 " 2716 # 752.0" 108.5" 49.8" 66.1" 18.4 0.1# 0.0# 0.0# 0.0& 6
7 14737 $ 1157 " 2210 # 781.3" 99.9" 50.0" 61.0" 17.2 0.0# 0.0# 0.0# 0.0& 7
8 6521 $ 1009 " 1785 " 659.6" 92.0" 50.6" 58.8" 15.9 0.0# 0.0# 0.0# 0.0& 8
9 5034 $ 893.0" 1507 " 460.2" 84.3" 49.8" 56.3" 14.5 0.0# 0.0# 0.0# 0.0& 9
10 3462 $ 792.4" 1235 " 384.1" 79.4" 47.5" 52.3" 13.4 0.0# 0.0# 0.0# 0.0& 10
11 2714 # 983.1" 1044 " 357.1 74.7" 45.7" 44.2" 12.7 0.0# 0.0# 0.0& 0.0& 11
12 2202 # 869.3" 939.7" 375.8" 71.0" 44.3" 41.5" 12.0 0.0# 0.0# 0.0& 0.0& 12
13 1762 " 725.7" 847.3" 392.2" 69.6" 41.8" 39.4" 11.3 0.0# 0.0# 0.0& 0.0& 13
14 1600 $ 633.2" 775.2" 344.5 69.3" 40.0" 40.0" 10.8 0.0# 0.0# 0.0& 0.0& 14
15 20060 & 571.2" 690.8" 304.7 68.7" 38.7" 38.7" 10.0 0.0# 0.0# 0.0& 0.0& 15
16 13584 $ 559.8" 612.8" 278.0 66.7" 37.9" 36.7" 9.5 0.0# 0.0# 0.0& 0.0& 16
17 7527 $ 519.2" 560.8" 245.1 65.1" 37.1" 36.2" 9.2 0.0# 0.0# 0.0& 0.0& 17
18 5364 $ 489.0" 583.2" 220.4 63.3" 36.9" 32.5" 8.7" 0.0# 0.0# 0.0& 0.0& 18
19 5951 $ 1328 # 530.9" 202.6 62.3" 35.6" 31.5" 7.7" 0.0# 0.0# 0.0& 0.0& 19
20 9498 $ 4513 $ 673.4" 184.2 58.0" 34.6" 31.3" 7.1" 0.0# 0.0# 0.0& 0.0& 20
21 5749 $ 3574 $ 837.1" 174.4 55.4" 41.5" 33.4" 6.6" 0.0# 0.0# 0.0& 0.0& 21
22 11979 $ 19377 $ 613.9" 166.7 55.0" 40.5" 29.8" 5.8" 0.0# 0.0# 0.0& 0.0& 22
23 14135 $ 23193 & 500.9" 157.7" 55.1" 39.4" 27.2" 5.1" 0.0# 0.0# 0.0& 0.0& 23
24 4976 $ 68664 & 450.3" 147.1" 54.5" 37.7" 25.3 4.7" 0.0# 0.0# 0.0& 0.0& 24
25 3621 $ 15984 $ 405.5" 142.9" 52.6" 36.2" 24.2 4.2" 0.0# 0.0# 0.0& 0.0& 25
26 4161 $ 6755 $ 385.3" 139.5" 52.8" 35.9" 25.5" 3.4" 0.0# 0.0# 0.0& 0.0& 26
27 12334 $ 4430 $ 379.6" 131.9" 52.4" 40.7" 24.5 2.4" 0.0# 0.0# 0.0& 0.0& 27
28 4362 $ 4049 $ 414.6" 132.1" 51.5" 48.6" 23.5 1.8" 0.0# 0.0# 0.0& 0.0& 28
29 10023 $ 402.0" 123.4" 50.4" 62.4" 22.3 1.5" 0.0# 0.0# 0.0& 0.0& 29
30 7121 $ 340.0 120.0" 51.5" 103.2" 22.4 1.2# 0.0# 0.0# 0.0& 0.0& 30
31 6366 $ 313.2 51.8" 23.5 1.1# 0.0# 0.0& 31
Mean 35713 & 6313 & 1743 $ 346.2 " 81.52" 46.04" 49.76" 10.49# 0.06# 0.00# 0.00& 0.00&
Median 7121 &1501 & 690.8 $ 273.2 " 66.73 " 43.07 " 36.72 " 9.456# 0.000# 0.000# 0.000& 0.000&
Maximum 425107 & 68664 & 10398 $ 1282 " 246.1" 103.2" 162.4" 23.7# 0.7# 0.0# 0.0& 0.0&
Minimum 1600 & 489.0 & 313.2 $ 120.0 " 50.41 " 34.62 " 22.34 " 1.061# 0.000# 0.000# 0.000& 0.000&
Total 1107109& 176751& 54032$ 10387" 2527" 1381" 1542" 325# 2# 0# 0& 0&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 3710 & " ... Relative Uncertainty +/-10%
Ann. Median 40.05 & # ... Relative Uncertainty +/-15%
Annual Total 1354057& $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 425107 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
Site 803001 Lennard River - Mt Joseph Year 2024
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& 0.00& 56.58& 411.3 & 29.41& 6.95& 0.11& 0.00& 0.00& 0.00& 0.00# 212.7 " 1
2 0.00& 0.00& 275.7 & 369.1 & 26.80& 6.40& 0.07& 0.00& 0.00& 0.00& 0.00# 92.25" 2
3 0.00& 0.00& 2430 & 333.2 & 25.16& 5.39& 0.03& 0.00& 0.00& 0.00& 0.00# 47.25" 3
4 0.00& 0.00& 1135 & 302.2 & 23.62& 4.96& 0.01& 0.00& 0.00& 0.00& 0.00# 30.37" 4
5 0.00& 0.00& 522.3 & 277.2 & 21.99& 4.61& 0.00& 0.00& 0.00& 0.00& 0.00# 20.01 5
6 0.00& 0.00& 417.2 & 248.2 & 20.80& 4.21& 0.00& 0.00& 0.00& 0.00& 0.00# 13.63 6
7 0.00& 0.00& 680.3 & 230.4 & 20.04& 3.90& 0.00& 0.00& 0.00& 0.00& 0.00# 12.84" 7
8 0.00& 0.00& 519.1 & 209.0 & 19.20& 3.32& 0.00& 0.00& 0.00& 0.00& 0.00# 80.62" 8
9 0.00& 0.00& 1127 & 194.6 & 18.26& 2.86& 0.00& 0.00& 0.00& 0.00& 0.00# 141.0 " 9
10 0.00& 0.00& 1811 & 181.2 & 17.24& 2.55& 0.00& 0.00& 0.00& 0.00& 0.00# 285.0 " 10
11 0.00& 0.00&20112 & 164.9 & 16.32& 2.38& 0.00& 0.00& 0.00& 0.00& 0.00# 347.4 " 11
12 0.00& 0.00&37272 & 147.8 & 15.65& 2.25& 0.00& 0.00& 0.00& 0.00& 22.99# 169.7 " 12
13 0.00& 0.00&40398 & 135.2 & 15.05& 2.14& 0.00& 0.00& 0.00& 0.00& 93.98" 1597 $ 13
14 0.00& 0.02&34130 & 127.2 & 14.43& 2.06& 0.00& 0.00& 0.00& 0.00& 9.37" 2520 $ 14
15 0.00& 0.00&33779 & 121.2 & 14.00& 1.95& 0.00& 0.00& 0.00& 0.00& 3.77" 1526 " 15
16 0.00& 0.00&24384 & 115.3 & 13.63& 1.78& 0.00& 0.00& 0.00& 0.00& 58.73" 622.2 " 16
17 0.00& 0.00&22672 & 106.0 & 13.13& 1.62& 0.00& 0.00& 0.00& 0.00& 74.40" 336.2 " 17
18 0.00& 0.00&37740 & 94.19& 12.55& 1.44& 0.00& 0.00& 0.00& 0.00# 679.4 " 208.4 18
19 0.00& 0.00&21759 & 83.80& 11.88& 1.27& 0.00& 0.00& 0.00& 0.00# 145.2 " 506.8 " 19
20 0.00& 0.00&17769 & 76.16& 11.15& 1.07& 0.00& 0.00& 0.00& 0.00# 325.5 " 954.3 " 20
21 0.00& 0.00&14097 & 69.09& 10.39& 0.94& 0.00& 0.00& 0.00& 0.00# 51.70" 399.2 " 21
22 0.00& 0.00& 3180 & 62.58& 9.62& 0.82& 0.00& 0.00& 0.00& 0.00# 24.95" 329.3 " 22
23 0.00& 3.37& 1760 & 57.49& 9.02& 0.69& 0.00& 0.00& 0.00& 0.00# 25.95" 295.6 23
24 0.00& 0.65& 1418 & 54.17& 8.72& 0.58& 0.00& 0.00& 0.00& 0.00# 30.96" 198.5 " 24
25 0.00& 1.27& 1177 & 51.73& 8.74& 0.47& 0.00& 0.00& 0.00& 0.00# 21.79" 120.6 " 25
26 0.00& 7.70& 976.0 & 49.02& 8.81& 0.35& 0.00& 0.00& 0.00& 0.00# 11.85" 80.38" 26
27 0.00& 8.68& 859.6 & 45.87& 8.83& 0.30& 0.00& 0.00& 0.00& 0.00# 340.7 " 146.9 " 27
28 0.00& 39.22& 708.8 & 42.03& 8.57& 0.25& 0.00& 0.00& 0.00& 0.00# 305.6 " 3191 $ 28
29 0.00& 65.48& 598.2 & 37.76& 8.26& 0.20& 0.00& 0.00& 0.00& 0.00# 158.2 " 994.8 " 29
30 0.00& 521.8 & 33.38& 7.99& 0.15& 0.00& 0.00& 0.00& 0.00# 170.1 " 850.1 " 30
31 0.00& 462.0 & 7.53& 0.00& 0.00& 0.00# 678.7 " 31
Mean 0.00& 4.36&10476 & 147.7 & 14.73& 2.26& 0.01& 0.00& 0.00& 0.00& 85.17# 548.6 $
Median 0.000& 0.000&1418 & 118.3 & 13.63 & 1.867& 0.000& 0.000& 0.000& 0.000& 22.39 # 285.0 $
Maximum 0.00& 65.48&40398 & 411.3 & 29.41& 6.95& 0.11& 0.00& 0.00& 0.00& 679.4 # 3191 $
Minimum 0.000& 0.000& 56.58 & 33.38 & 7.527& 0.154& 0.000& 0.000& 0.000& 0.000& 0.000# 12.84 $
Total 0.0& 126.4&324748 & 4431 & 456.8& 67.9& 0.2& 0.0& 0.0& 0.0& 2555 # 17008 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 954.6 & " ... Relative Uncertainty +/-10%
Ann. Median 0.019& # ... Relative Uncertainty +/-15%
Annual Total 349393 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 40398 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
Site 803001 Lennard River - Mt Joseph Year 2025
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 2097 $ 1156 " 643.0 " 2592 $ 80.47" 74.65" 17.88 3.74" 0.00# 0.00# 0.00# 0.00# 1
2 3446 $ 2499 $ 520.9 " 1710 " 73.37" 63.14" 17.06 3.31" 0.00# 0.00# 0.00# 0.00# 2
3 1156 " 1425 " 432.4 " 1245 " 68.17" 56.62" 16.92 2.97" 0.00# 0.00# 0.00# 0.00# 3
4 630.0 " 962.4 " 372.1 " 981.5 " 65.06" 52.45" 16.77 2.70" 0.00# 0.00# 0.00# 0.00# 4
5 676.5 " 735.5 " 327.1 798.7 " 63.40" 49.97" 16.82 2.32" 0.00# 0.00# 0.00# 0.00# 5
6 445.4 " 566.3 " 340.7 665.7 " 61.26" 47.78" 16.73 1.93" 0.00# 0.00# 0.00# 0.00# 6
7 503.6 " 2150 $ 342.6 1111 " 58.65" 45.48" 16.95 1.61" 0.00# 0.00# 0.00# 0.00# 7
8 497.8 " 2547 $ 259.1 818.3 " 55.13" 42.81" 16.64 1.25# 0.00# 0.00# 0.00# 355.8 # 8
9 545.3 " 1485 " 210.3 578.6 " 52.13" 39.97" 16.21 0.79# 0.00# 0.00# 0.00# 89.04" 9
10 1219 # 1267 " 185.0 480.4 " 49.47" 37.45" 15.02 0.42# 0.00# 0.00# 0.00# 8.75" 10
11 1118 # 1742 # 167.7 406.3 " 47.05" 35.39" 14.63 0.20# 0.00# 0.00# 0.00# 152.3 " 11
12 702.7 $ 1194 " 162.9 343.3 45.20" 33.93" 13.82 0.04# 0.00# 0.00# 0.00# 1991 $ 12
13 1991 $ 1112 " 195.1 296.8 44.52" 32.96" 13.02 0.00# 0.00# 0.00# 0.00# 180.9 " 13
14 2097 $ 1513 " 200.1 267.2 44.27" 32.34" 12.29 0.00# 0.00# 0.00# 0.00# 36.67" 14
15 10213 & 2062 # 359.1 " 255.8 43.19" 31.30" 11.53 0.00# 0.00# 0.00# 0.00# 87.12" 15
16 13834 & 1514 " 284.3 244.9 41.76" 30.41" 10.58 0.00# 0.00# 0.00# 109.5 # 1305 # 16
17 10099 $ 1062 " 343.6 " 226.7 39.70" 29.79" 9.98 0.00# 0.00# 0.00# 11.41" 304.9 " 17
18 9536 $ 1670 $ 472.8 " 216.0 37.71" 29.18" 9.44 0.00# 0.00# 0.00# 0.86# 132.2 " 18
19 8142 $ 3812 $ 501.8 " 242.3 36.29" 28.43 9.06 0.00# 0.00# 0.00# 0.04# 72.63" 19
20 4871 $ 1564 " 346.8 " 234.2 34.98" 27.71 8.45" 0.00# 0.00# 0.00# 0.00# 49.82" 20
21 2249 # 1055 " 245.1 243.3 " 34.19" 27.16 7.94" 0.00# 0.00# 0.00# 0.00# 37.45" 21
22 1539 " 830.2 " 225.6 252.0 " 34.16" 26.52 7.54" 0.00# 0.00# 0.00# 0.00# 339.2 " 22
23 1328 " 658.7 " 490.9 " 188.5 34.52" 25.77 7.24" 0.00# 0.00# 0.00# 0.00# 488.7 " 23
24 1180 " 2227 $ 1857 # 168.1 35.13" 24.85 6.86" 0.00# 0.00# 0.00# 0.00# 261.4 " 24
25 1020 " 2219 # 7306 $ 149.0 " 36.01" 24.36 6.44" 0.00# 0.00# 0.00# 0.00# 200.7 " 25
26 770.3 " 1385 " 7014 $ 129.4 " 36.38" 23.60 6.02" 0.00# 0.00# 0.00# 0.00# 162.1 " 26
27 664.5 " 959.3 " 2877 $ 117.5 " 69.42" 22.24 5.71" 0.00# 0.00# 0.00# 0.00# 86.72" 27
28 1195 # 848.7 " 1657 " 107.8 " 150.9 " 21.02 5.39" 0.00# 0.00# 0.00# 0.00# 48.29" 28
29 2106 $ 1736 # 98.63" 191.4 19.69 4.89" 0.00# 0.00# 0.00# 0.00# 132.4 " 29
30 1005 " 3776 $ 89.31" 138.0 " 18.70 4.47" 0.00# 0.00# 0.00# 0.00# 393.5 " 30
31 1216 # 3419 $ 96.95" 4.15" 0.00# 0.00# 49350 & 31
Mean 2842 &1508 $1202 $ 508.6 $ 61.25 " 35.19 " 11.18 " 0.687# 0.000# 0.000# 4.060#1815 &
Median 1216 &1405 $ 359.1 $ 253.9 $ 47.05 " 30.86 " 10.58 " 0.000# 0.000# 0.000# 0.000# 89.04 &
Maximum 13834 & 3812 $ 7306 $ 2592 $ 191.4 " 74.65" 17.88" 3.74# 0.00# 0.00# 109.5 #49350 &
Minimum 445.4 & 566.3 $ 162.9 $ 89.31 $ 34.16 " 18.70 " 4.146" 0.000# 0.000# 0.000# 0.000# 0.000&
Total 88093 &42220 $37269 $15258 $ 1899 " 1056 " 346.4 " 21.28# 0.00# 0.00# 121.8 #56267 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 664.5 & " ... Relative Uncertainty +/-10%
Ann. Median 34.98 & # ... Relative Uncertainty +/-15%
Annual Total 242552 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 49350 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 16/08/2026
Site 803001 Lennard River - Mt Joseph Year 2026
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 35644 & 2112 $ 1839 " 841.2 " 115.3 " 53.13" 29.08 8.36" [ ] [ ] [ ] [ ] 1
2 5386 $ 6448 $ 1569 " 751.6 " 115.2 " 52.32" 28.94" 7.94" [ ] [ ] [ ] [ ] 2
3 2522 # 3228 $ 3747 $ 669.5 " 115.0 " 51.63" 28.48 7.45" [ ] [ ] [ ] [ ] 3
4 1401 " 1916 " 8100 $ 598.3 " 112.1 " 50.29" 28.17 7.25" [ ] [ ] [ ] [ ] 4
5 885.6 " 7314 $15183 $ 538.1 " 107.7 " 49.05" 27.75 7.16" [ ] [ ] [ ] [ ] 5
6 1161 "13161 $16851 $ 488.6 " 101.8 " 47.79" 26.92 6.90" [ ] [ ] [ ] [ ] 6
7 733.7 " 5206 $13869 $ 447.7 " 103.1 " 46.08" 26.29 6.49" [ ] [ ] [ ] [ ] 7
8 684.8 " 3202 $ 4906 $ 417.2 " 145.4 " 44.45" 25.39 6.04" [ ] [ ] [ ] [ ] 8
9 531.9 "19102 & 3481 $ 396.1 " 121.0 " 42.96" 23.87 5.58" [ ] [ ] [ ] [ ] 9
10 4882 $22703 & 2528 # 372.6 105.5 " 41.89" 22.56 4.79" [ ] [ ] [ ] [ ] 10
11 1384 # 6034 $ 1957 " 349.6 94.56" 41.19" 21.63 4.51" [ ] [ ] [ ] [ ] 11
12 732.3 " 4042 $ 1577 " 335.0 89.58" 40.63" 20.85 4.12" [ ] [ ] [ ] [ ] 12
13 1439 " 4422 $ 2872 $ 311.7 86.03" 40.28" 20.33 3.37" [ ] [ ] [ ] [ ] 13
14 756.9 "16517 $ 2179 # 279.2 81.68" 39.59" 19.69 3.22" [ ] [ ] [ ] [ ] 14
15 530.0 " 9842 $ 4538 $ 251.1 78.08" 38.96" 18.39 [ ] [ ] [ ] [ ] [ ] 15
16 1022 " 7366 $15492 $ 234.1 75.74" 38.35" 16.79 [ ] [ ] [ ] [ ] [ ] 16
17 834.3 " 9417 $ 5076 $ 224.9 74.44" 38.10" 15.62 [ ] [ ] [ ] [ ] [ ] 17
18 592.0 "14121 $ 2987 $ 217.2 73.76" 37.55" 14.27 [ ] [ ] [ ] [ ] [ ] 18
19 461.3 " 8011 $ 2231 # 209.3 74.85" 36.35" 13.36 [ ] [ ] [ ] [ ] [ ] 19
20 426.2 "10610 $ 2144 $ 212.5 76.07" 35.80" 13.00 [ ] [ ] [ ] [ ] [ ] 20
21 427.8 " 5269 $ 2488 # 207.4 77.46" 34.56" 12.48 [ ] [ ] [ ] [ ] [ ] 21
22 1088 # 3624 $ 2056 # 183.8 77.01" 33.04" 11.99 [ ] [ ] [ ] [ ] [ ] 22
23 571.7 " 2664 # 1479 " 168.4 74.59" 31.88" 11.99 [ ] [ ] [ ] [ ] [ ] 23
24 397.9 " 2116 # 1789 " 158.3 " 69.34" 30.99" 11.66 [ ] [ ] [ ] [ ] [ ] 24
25 5518 $ 1688 " 2276 $ 148.5 " 64.82" 30.64" 11.16 [ ] [ ] [ ] [ ] [ ] 25
26 7962 $ 1415 " 3690 $ 139.6 " 61.20" 30.61" 10.77 [ ] [ ] [ ] [ ] [ ] 26
27 6718 $ 2099 $ 2929 $ 133.4 " 58.46" 30.49" 10.72 [ ] [ ] [ ] [ ] [ ] 27
28 3172 $ 1947 " 1952 # 127.7 " 56.74" 30.20" 10.43 [ ] [ ] [ ] [ ] [ ] 28
29 2023 # 1478 " 122.5 " 55.80" 29.62" 10.27 [ ] [ ] [ ] [ ] [ ] 29
30 1493 " 1183 " 117.9 " 55.03" 29.35" 9.55 [ ] [ ] [ ] [ ] [ ] 30
31 1312 " 972.0 " 54.10" 8.91 [ ] [ ] [ ] 31
Mean 2990 &6986 &4368 $ 321.8 " 85.54 " 39.26 " 18.11 " 5.942" [ ] [ ] [ ] [ ]
Median 1088 &5238 &2488 $ 242.6 " 77.46 " 38.65 " 16.79 " 6.269" [ ] [ ] [ ] [ ]
Maximum 35644 &22703 &16851 $ 841.2 " 145.4 " 53.13" 29.08" 8.36" [ ] [ ] [ ] [ ]
Minimum 397.9 &1415 & 972.0 $ 117.9 " 54.10 " 29.35 " 8.911" 3.221" [ ] [ ] [ ] [ ]
Total 92694 &195596 &135418 $ 9653 " 2652 " 1178 " 561.3" 83.2" [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 0 0 0 17 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1937 & " ... Relative Uncertainty +/-10%
Ann. Median 163.3 & # ... Relative Uncertainty +/-15%
Annual Total 437834 & $ ... Relative Uncertainty +/-20%
Missing Days 139 & ... Relative Uncertainty +/-30%
[ ... Not Available
Maximum Minimum
Daily 35644 & 3.221&