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Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.88 & 0.369& 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27.17 & 0.002& 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.61 & 0.000& 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.52 & 0.000& 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.71 & 0.000& 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.51 & 0.000& 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.33 & 0.000& 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.66 & 0.000& 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.33 & 0.000& 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.41 & 0.000& 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.32 & 138.7 & 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21.28 & 26.51 & 110.9 & 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20.38 & 26.32 & 41.71 & 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17.76 & 26.31 & 48.11 & 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16.70 & 26.43 & 43.32 & 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.58 & 26.32 & 24.94 & 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.49 & 25.85 & 19.06 & 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.60 & 25.09 & 13.88 & 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25.81 & 24.94 &3126 & 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.22 & 23.17 &3097 & 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.16 & 21.40 &1278 & 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.29 & 19.14 & 658.6 & 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24.24 & 14.46 & 396.9 & 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19.73 & 10.54 & 263.0 & 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16.08 & 24.25 & 188.7 & 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13.46 & 26.72 & 142.9 & 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11.31 & 21.95 & 105.7 & 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9.633& 15.67 & 62.46 & 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8.047& 6.627& 46.45 & 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12.81 & 2.157& 39.67 & 30
31 [ ] [ ] [ ] [ ] [ ] 26.55 & 34.45 & 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19.96 & 22.74 & 318.7 &
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20.83 & 25.69 & 41.71 &
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26.55 & 27.17 &3126 &
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8.047& 2.157& 0.000&
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 399.1 & 682.3 &9880 &
Missing Days 31 28 31 30 31 30 31 31 30 11 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 135.3 & & ... Relative Uncertainty +/-30%
Ann. Median 25.58 & [ ... Not Available
Annual Total 10961 &
Missing Days 284
Maximum Minimum
Daily 3126 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 30.27& 149.3 & 7310 " 144.9 & 1.89& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 349.8 & 119.2 & 6081 " 117.2 & 1.58& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 392.7 & 107.2 & 4393 " 82.47& 1.29& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 1401 & 89.22& 3593 & 51.43& 1.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 2268 & 91.17& 3296 & 39.54& 0.80& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 1253 & 78.95& 5748 & 32.49& 0.60& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 697.7 & 42.86& 7663 " 27.51& 0.42& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7
8 1037 & 34.86& 3520 & 22.59& 0.28& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 1928 & 30.95& 2613 & 19.10& 0.18& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 1692 & 383.5 & 2122 & 18.88& 0.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10
11 2061 & 6256 & 1788 & 18.83& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.41& 11
12 1540 &41888 & 1547 & 18.55& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 188.8 & 12
13 1261 &16424 # 1344 & 18.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 138.3 & 13
14 2817 & 6114 " 1453 & 16.23& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 61.28& 14
15 19655 & 3874 & 1338 & 14.53& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 29.74& 15
16 46756 & 2845 & 1159 & 12.98& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 22.46& 16
17 10579 " 3446 & 992.0 & 11.66& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18.70& 17
18 4588 &15064 # 802.5 & 10.53& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12.25& 18
19 3022 &41005 & 673.1 & 9.50& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9.11& 19
20 2189 &29076 # 583.9 & 8.57& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7.32& 20
21 1847 & 9823 " 520.3 & 7.71& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.67& 21
22 1335 & 7595 " 482.9 & 6.92& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.97& 22
23 972.2 & 8560 " 614.6 & 6.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.17& 23
24 732.0 & 9831 " 726.6 & 5.31& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.63& 24
25 562.4 & 6360 " 636.2 & 4.63& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.48& 25
26 447.5 & 4808 " 474.8 & 4.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.20& 26
27 359.9 &11134 " 357.9 & 3.52& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.03& 27
28 294.4 &15003 " 287.9 & 3.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8.76& 28
29 245.8 &12903 " 239.7 & 2.60& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 135.6 & 29
30 208.7 & 202.5 & 2.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 60.59& 30
31 170.5 & 170.4 & 0.00& 0.00& 0.00& 0.00& 25.12& 31
Mean 3635 &8729 &2024 & 24.72 & 0.266& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 24.02 &
Median 1261 &6114 &1159 & 13.75 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 3.971&
Maximum 46756 &41888 & 7663 & 144.9 & 1.89& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 188.8 &
Minimum 30.27 & 30.95 & 170.4 & 2.221& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 112692 &253137 & 62735 & 741.6& 8.2& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 744.6&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1175 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 430059 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 46756 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 24.99& 230.7 & 3199 & 368.7 & 3.80& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.32& 1
2 825.5 & 135.8 &25040 # 286.8 & 3.59& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.31& 2
3 168.7 & 52.35&12751 " 222.2 & 3.31& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.51& 3
4 35.71& 30.44& 5855 " 305.2 & 3.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10.17& 4
5 185.0 & 20.61&12556 " 353.3 & 3.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4.00& 5
6 78.24& 14.97& 8776 " 368.2 & 2.77& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.35& 6
7 21.75& 12.47& 5560 " 306.6 & 2.45& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.49& 7
8 11.64& 496.3 & 7041 " 201.2 & 2.21& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 1.11& 8
9 184.7 & 312.1 & 5815 " 146.6 & 2.16& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 0.83& 9
10 557.7 & 120.0 & 3535 & 107.6 & 2.00& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 0.60& 10
11 271.2 & 35.29& 2777 & 67.94& 1.85& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 0.40& 11
12 35.61& 19.12& 2132 & 42.82& 1.88& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 15.02& 12
13 13.65& 13.21& 1675 & 33.31& 1.93& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 178.6 & 13
14 13237 & 636.8 & 1351 & 26.74& 1.90& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 1850 & 14
15 17109 # 1884 & 1177 & 22.04& 1.81& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 990.7 & 15
16 4281 & 6243 & 2131 & 18.65& 1.57& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 999.2 & 16
17 1862 & 8368 " 3520 & 16.11& 1.44& 0.00! 0.00& 0.00& 0.00& 0.00& 0.00& 348.6 & 17
18 1061 & 9122 " 1939 & 13.40& 1.22& 0.00! 0.00& 0.00& 0.00& 0.00& 47.32& 5270 & 18
19 623.5 & 4888 " 1366 & 11.29& 1.04& 0.00! 0.00& 0.00& 0.00& 0.00& 0.98& 7354 " 19
20 399.5 & 4395 & 1004 & 9.92& 0.93& 0.00! 0.00& 0.00& 0.00& 0.00& 0.49& 4036 & 20
21 259.8 & 4538 " 994.2 & 8.77& 0.81& 0.00! 0.00& 0.00& 0.00& 0.00& 0.38& 1696 & 21
22 170.6 & 4467 & 1523 & 7.76& 0.64& 0.00! 0.00& 0.00& 0.00& 0.00& 0.28& 851.9 & 22
23 103.5 & 2754 & 2214 & 7.17& 0.54& 0.00! 0.00& 0.00& 0.00& 0.00& 1.90& 472.0 & 23
24 43.13& 2151 & 1365 & 6.75& 0.46& 0.00! 0.00& 0.00& 0.00& 0.00& 1.04& 255.0 & 24
25 28.66& 7226 & 969.4 & 6.19& 0.38& 0.00& 0.00& 0.00& 0.00& 0.00& 0.51& 248.2 & 25
26 20.37&11436 " 744.1 & 5.45& 0.29& 0.00& 0.00& 0.00& 0.00& 0.00& 0.31& 97.13& 26
27 2893 & 4532 & 581.8 & 4.99& 0.20& 0.00& 0.00& 0.00& 0.00& 0.00& 6.86& 35.61& 27
28 4368 & 2858 & 717.1 & 4.59& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 3.29& 21.44& 28
29 1670 & 893.7 & 4.47& 0.08& 0.00& 0.00& 0.00& 0.00& 0.00& 3.77& 14.96& 29
30 769.9 & 885.8 & 4.08& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 1.97& 297.0 & 30
31 398.6 & 502.9 & 0.00& 0.00& 0.00& 0.00& 65.45& 31
Mean 1668 &2750 &3890 & 99.63 & 1.533& 0.000! 0.000& 0.000& 0.000& 0.000& 2.303& 810.4 &
Median 259.8 &1260 &1939 & 20.35 & 1.573& 0.000! 0.000& 0.000& 0.000& 0.000& 0.000& 65.45 &
Maximum 17109 &11436 &25040 & 368.7 & 3.80& 0.00! 0.00& 0.00& 0.00& 0.00& 47.32& 7354 &
Minimum 11.64 & 12.47 & 502.9 & 4.082& 0.004& 0.000! 0.000& 0.000& 0.000& 0.000& 0.000& 0.398&
Total 51713 & 76993 &120593 & 2989 & 47.5& 0.0! 0.0& 0.0& 0.0& 0.0& 69.1& 25122 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 760.4 ! ! ... Not reviewed / Quality not known
Ann. Median 0.487! " ... Relative Uncertainty +/-10%
Annual Total 277528 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 25040 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 16.67&11614 # 3774 & 328.2 ! 0.02& 0.00& 0.00& 0.01& 0.00& 0.00& 0.18& 0.00& 1
2 10.46& 4739 & 6728 & 306.1 ! 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.09& 0.00& 2
3 6.67& 2364 &11581 # 263.0 ! 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.02& 0.00& 3
4 4.72& 1166 & 4392 & 155.8 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 3.88& 442.0 & 2979 & 79.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 61.85& 849.7 & 2163 & 42.37& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9.87& 6
7 37.10& 1974 & 1674 & 32.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 139.2 & 7
8 10.41& 3823 & 1340 & 25.40& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 41.10& 8
9 4.78& 3602 & 1003 & 20.44& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18.20& 9
10 3.86& 2267 & 770.0 & 16.44& 0.00& 0.00& 324.0 & 0.00& 0.00& 0.00& 0.00& 9.31& 10
11 2.86& 1938 & 595.3 & 13.48& 0.00& 0.00& 45.68& 0.00& 0.00& 0.00& 0.00& 5.15& 11
12 2.13& 1737 & 513.7 & 11.19& 0.00& 0.00& 33.07& 0.00& 0.00& 0.00& 0.00& 3.36& 12
13 1.74& 1661 & 487.8 & 9.74& 0.00& 0.00& 16.62& 0.00& 0.00& 0.00& 0.00& 1.95& 13
14 1.41& 1640 & 416.0 & 8.62& 0.00& 0.00& 11.13& 0.00& 0.00& 0.00& 0.00& 2.30& 14
15 1.20& 1556 & 379.4 & 7.26& 0.00& 0.00& 7.30& 0.00& 0.00& 0.00& 0.00& 2.55& 15
16 1.10& 1868 & 348.8 & 5.89& 0.00& 0.00& 5.06& 0.00& 0.00& 0.00& 0.00& 1.62& 16
17 421.5 & 3112 & 335.4 & 4.43& 0.00& 0.00& 3.52& 0.00& 0.00& 0.00& 0.00& 0.98& 17
18 1201 & 2420 & 315.0 & 3.23& 0.00& 0.00& 2.69& 0.00& 0.00& 0.00& 0.00& 0.65& 18
19 146.9 & 2563 & 303.5 & 2.96& 0.00& 0.00& 1.97& 0.00& 0.00& 449.0 & 0.00& 3.05& 19
20 919.1 & 3557 & 293.6 & 2.55& 0.00& 0.00& 1.49& 0.00& 0.00& 77.12& 0.00& 183.9 & 20
21 2670 & 3932 & 285.8 & 2.25& 0.00& 0.00& 1.06& 0.00& 0.00& 24.60& 0.00& 26.37& 21
22 1149 & 9324 # 274.1 & 1.91& 0.00& 0.00& 0.84& 0.00& 0.00& 20.18& 0.00& 2874 & 22
23 3649 &12458 # 262.8 & 1.81& 0.00& 0.00& 0.66& 0.00& 0.00& 10.78& 0.00& 1568 $ 23
24 3484 & 6434 # 252.4 & 1.52& 0.00& 0.00& 0.58& 0.00& 0.00& 6.24& 0.00& 384.7 " 24
25 2905 & 6389 # 240.1 & 1.09& 0.00& 0.00& 0.42& 0.00& 0.00& 3.93& 0.00& 178.1 $ 25
26 4736 & 3791 & 237.6 & 0.81& 0.00& 0.00& 0.30& 0.00& 0.00& 2.42& 0.00& 326.8 $ 26
27 6401 ! 4234 & 233.1 & 0.44& 0.00& 0.00& 0.23& 0.00& 0.00& 1.35& 0.00& 207.2 $ 27
28 30623 ! 5203 & 228.7 & 0.23& 0.00& 0.00& 0.14& 0.00& 0.00& 0.69& 0.00& 122.4 & 28
29 54324 & 283.6 & 0.15& 0.00& 0.00& 0.06& 0.00& 0.00& 0.52& 0.00& 68.99& 29
30 13318 # 375.0 ! 0.08& 0.00& 0.00& 0.03& 0.00& 0.00& 0.28& 0.00& 32.54& 30
31 15048 # 351.2 ! 0.00& 0.02& 0.00& 0.17& 20.68& 31
Mean 4554 !3809 &1400 ! 44.95 ! 0.001& 0.000& 14.74 & 0.000& 0.000& 19.27 & 0.010& 201.1 &
Median 61.85 !2838 & 375.0 ! 6.577! 0.000& 0.000& 0.416& 0.000& 0.000& 0.000& 0.000& 9.867&
Maximum 54324 !12458 &11581 ! 328.2 ! 0.02& 0.00& 324.0 & 0.01& 0.00& 449.0 & 0.18& 2874 &
Minimum 1.098! 442.0 & 228.7 ! 0.082! 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 141166 !106660 & 43415 ! 1349 ! 0.0& 0.0& 456.9& 0.0& 0.0& 597.3& 0.3& 6233 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 821.6 ! ! ... Not reviewed / Quality not known
Ann. Median 0.025! " ... Relative Uncertainty +/-10%
Annual Total 299877 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 54324 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 13.60& 10.12& 198.0 " 60.25& 41.35& 542.0 # 10.64& 0.00& 0.00& 14.20& 0.00& 0.00& 1
2 14.65& 6.97& 164.3 " 46.64& 31.60& 419.5 # 7.02& 0.00& 0.00& 3.97& 0.00& 0.00& 2
3 17.62& 5.30& 135.4 & 36.47& 24.73& 332.9 # 5.70& 0.00& 0.00& 1.15& 0.00& 0.00& 3
4 12.13& 4.28& 2123 & 29.04& 19.95& 273.4 # 4.73& 0.00& 0.00& 0.01& 0.00& 0.00& 4
5 8.18& 3.40& 4493 # 23.42& 17.08& 222.9 " 4.03& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 5.45& 2.23& 4001 # 19.79& 13.73& 184.6 " 3.57& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 3.59& 1.54&12414 " 17.05& 12.93& 152.1 " 2.88& 0.00& 0.00& 0.00& 0.00& 0.00& 7
8 2.62& 0.75& 5374 # 14.15& 18.74& 125.6 # 2.28& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 3.01& 0.26& 2846 # 11.99& 14.19& 102.6 & 2.03& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 1461 & 0.32& 2207 # 9.45& 10.98& 86.14& 1.89& 0.00& 0.00& 0.00& 0.00& 0.00& 10
11 1058 $ 0.05& 1630 # 7.74& 8.53& 73.11& 1.70& 0.00& 0.00& 0.00& 0.00& 0.00& 11
12 427.3 " 0.03& 2071 # 6.26& 6.73& 61.57& 1.55& 0.00& 0.00& 0.00& 0.00& 0.00& 12
13 184.9 $ 0.00& 1708 # 5.13& 5.10& 52.63& 1.03& 0.00& 0.00& 0.00& 0.00& 0.00& 13
14 107.0 & 0.00& 1216 # 3.86& 4.52& 45.49& 0.77& 0.00& 0.00& 0.00& 0.00& 0.00& 14
15 57.23& 328.0 & 771.1 # 3.16& 4.09& 40.28& 0.14& 0.00& 0.00& 0.00& 0.00& 0.00& 15
16 29.13& 246.6 " 546.0 # 2.82& 4.65& 34.99& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16
17 19.25& 790.8 $ 410.1 # 2.52& 39.19& 31.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17
18 13.77& 912.8 # 301.2 # 1.80& 150.2 # 27.34& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18
19 12.26& 2144 # 223.6 " 1.18& 98.89& 24.91& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 19
20 9.36& 2056 # 164.6 " 1.03& 68.67& 21.57& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 20
21 1126 & 2731 # 125.5 # 0.56& 53.90& 19.43& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 21
22 1763 ! 3368 # 98.13& 0.08& 44.54& 17.39& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 22
23 816.7 # 1274 # 84.80& 0.80& 71.49& 16.23& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 23
24 295.8 " 828.3 # 73.42& 210.0 & 4523 & 14.58& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 24
25 177.0 $ 694.3 # 225.0 & 982.7 #19793 " 13.98& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 25
26 112.0 & 431.0 " 461.3 # 383.7 # 5670 # 13.98& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 26
27 76.70& 309.0 " 521.7 # 197.7 " 2818 # 13.98& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 27
28 45.52& 277.0 " 307.4 # 113.4 & 1852 # 13.98& 0.00& 0.00& 0.00& 0.00& 0.00& 8.40& 28
29 30.32& 188.7 " 73.55& 1318 # 13.98& 0.00& 0.00& 0.00& 0.00& 0.00& 15.63& 29
30 20.76& 120.9 & 54.58& 951.6 # 13.63& 0.00& 0.00& 2.70& 0.00& 0.00& 7.73& 30
31 14.66& 81.68& 716.1 # 0.00& 0.00& 0.00& 5.22& 31
Mean 256.1 ! 586.6 &1461 & 77.36 &1239 & 100.2 & 1.612& 0.000& 0.090& 0.623& 0.000& 1.193&
Median 29.13 ! 128.4 & 410.1 & 13.07 & 39.19 & 37.64 & 0.001& 0.000& 0.000& 0.000& 0.000& 0.000&
Maximum 1763 ! 3368 &12414 & 982.7 &19793 & 542.0 & 10.64& 0.00& 2.70& 14.20& 0.00& 15.63&
Minimum 2.621! 0.002& 73.42 & 0.082& 4.094& 13.63 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 7939 !16426 &45287 & 2321 &38407 & 3006 & 49.97& 0.00& 2.70& 19.33& 0.00& 36.99&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 310.9 ! ! ... Not reviewed / Quality not known
Ann. Median 2.029! " ... Relative Uncertainty +/-10%
Annual Total 113495 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 19793 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 1055 & 492.5 # 530.1 # 34.38& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 1
2 730.9 # 476.4 # 429.9 # 24.76& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 2
3 219.5 # 614.3 # 341.9 # 19.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 3
4 840.4 # 2914 # 266.1 # 14.63& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 4
5 2128 # 3732 # 204.5 " 11.35& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 5
6 3671 # 3304 # 159.3 " 8.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 6
7 1882 # 9420 " 120.7 # 5.70& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 7
8 755.8 # 4635 # 96.71& 4.12& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] 8
9 369.4 # 2726 # 79.13& 7.92& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 9
10 227.7 # 3975 # 68.17& 7.22& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 10
11 169.0 # 4863 " 60.50& 3.82& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 11
12 83.36& 3870 # 551.8 & 2.26& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 12
13 124.4 # 6769 " 585.5 # 1.38& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 13
14 130.7 &22312 " 554.9 # 0.41& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 14
15 76.01&17787 " 316.4 # 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 15
16 50.83&12016 " 186.7 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 16
17 67.75&15581 " 112.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 17
18 113.0 &10712 " 76.47& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 18
19 25.87& 4996 " 56.35& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 19
20 35.12& 3485 # 45.96& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 20
21 26.76& 2720 # 416.4 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 21
22 65.94& 2659 # 2314 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 22
23 44.48& 2314 # 1094 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 23
24 33.27& 1898 # 614.9 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 24
25 26.78& 1544 # 345.8 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 25
26 3982 & 1219 # 221.8 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 26
27 5273 # 953.9 # 151.0 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 27
28 2627 # 785.1 # 102.1 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 28
29 1254 # 645.6 # 74.27& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 29
30 637.7 # 58.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ] [ ] 30
31 385.6 # 45.31& 0.00& 0.00& 0.00& [ ] [ ] 31
Mean 874.6 &5152 # 331.7 & 4.844& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& [ ] [ ]
Median 219.5 &3304 # 186.7 & 0.030& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& [ ] [ ]
Maximum 5273 &22312 # 2314 & 34.38& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& [ ] [ ]
Minimum 25.87 & 476.4 # 45.31 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& [ ] [ ]
Total 27113 &149419 # 10282 & 145.3& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& [ ] [ ]
Missing Days 0 0 0 0 0 0 0 0 0 23 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 663.0 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 186959 & & ... Relative Uncertainty +/-30%
Missing Days 84 [ ... Not Available
Maximum Minimum
Daily 22312 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 1125 " 1
2 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 796.3 " 2
3 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 321.4 " 3
4 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 181.0 " 4
5 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 108.1 " 5
6 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 74.92& 6
7 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 52.51& 7
8 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 39.99& 8
9 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 31.51& 9
10 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 25.64& 10
11 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 22.55& 11
12 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 18.51& 12
13 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 15.64& 13
14 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00&27681 & 14
15 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00&12419 " 15
16 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.42& 2425 " 16
17 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 5.72& 1203 " 17
18 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 63.31& 736.3 " 18
19 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 42.58& 476.6 " 19
20 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 22.24& 317.0 " 20
21 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 13.84& 220.6 " 21
22 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 31.76& 156.9 " 22
23 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 83.63& 112.2 " 23
24 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 132.3 & 83.79" 24
25 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 49.25& 161.6 " 25
26 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 58.76& 835.3 " 26
27 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 1027 " 2587 " 27
28 [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 837.9 " 796.1 " 28
29 [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 2999 " 393.2 " 29
30 [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 552.0 " 1251 ! 30
31 [ ] [ ] [ ] 0.00& 0.00& 0.00& 623.5 " 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] 0.000& 0.000& 0.000& 0.000& 197.3 &1784 !
Median [ ] [ ] [ ] [ ] [ ] [ ] 0.000& 0.000& 0.000& 0.000& 0.212& 317.0 !
Maximum [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 2999 &27681 !
Minimum [ ] [ ] [ ] [ ] [ ] [ ] 0.000& 0.000& 0.000& 0.000& 0.000& 15.64 !
Total [ ] [ ] [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 5920 &55293 !
Missing Days 31 28 31 30 31 30 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 332.7 ! ! ... Not reviewed / Quality not known
Ann. Median 0.000! " ... Relative Uncertainty +/-10%
Annual Total 61212 ! & ... Relative Uncertainty +/-30%
Missing Days 181 [ ... Not Available
Maximum Minimum
Daily 27681 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 373.2 " 3633 "28589 $ 3870 " 97.21" 4.36# 0.01& 0.00& 0.00& 0.00& 0.00& 8.44# 1
2 258.0 " 5163 "47119 & 2629 " 89.02" 4.01# 0.01& 0.00& 0.00& 0.00& 0.00& 4.92# 2
3 529.6 " 2472 "32247 & 1965 " 67.14" 3.42# 0.00& 0.00& 0.00& 0.00& 0.00& 12.54$ 3
4 1362 " 1572 "15515 # 1557 " 56.29" 2.96$ 0.00& 0.00& 0.00& 0.00& 0.00& 160.7 # 4
5 772.5 " 1138 "32911 # 1274 " 48.92" 2.59$ 0.00& 0.00& 0.00& 0.00& 0.00& 69.38" 5
6 483.4 " 883.0 "44406 $ 1091 " 44.65" 2.39$ 0.00& 0.00& 0.00& 0.00& 0.00& 550.8 " 6
7 350.1 " 728.7 "20540 # 926.0 " 39.97" 2.13$ 0.00& 0.00& 0.00& 0.00& 0.00& 175.1 " 7
8 318.6 " 1255 "11618 " 797.0 " 37.30" 1.85$ 0.00& 0.00& 0.00& 0.00& 0.00& 44.23" 8
9 184.4 " 1453 " 7468 " 685.5 " 32.95" 1.74$ 0.00& 0.00& 0.00& 0.00& 0.00& 16.09" 9
10 184.7 " 1991 " 5703 " 586.0 " 30.11" 1.68$ 0.00& 0.00& 0.00& 0.00& 0.00& 8.81# 10
11 334.4 "12616 "14098 " 505.9 " 27.69" 1.51$ 0.00& 0.00& 0.00& 0.00& 0.00& 5.86# 11
12 260.5 " 9535 "19816 " 437.6 " 25.05" 1.45$ 0.00& 0.00& 0.00& 0.00& 0.00& 7.15# 12
13 156.7 " 5393 " 6128 " 381.3 " 22.46" 1.32$ 0.00& 0.00& 0.00& 0.00& 0.00& 5.76# 13
14 122.0 " 3322 " 3905 " 333.9 " 20.78" 1.17$ 0.00& 0.00& 0.00& 0.00& 0.00& 4.80# 14
15 371.2 " 2612 " 2863 " 294.3 " 18.88" 0.99$ 0.00& 0.00& 0.00& 0.00& 0.00& 2.77$ 15
16 695.9 " 3578 " 2196 " 254.6 " 17.05" 0.87$ 0.00& 0.00& 0.00& 0.00& 0.00& 12.20$ 16
17 972.0 "11007 " 1756 " 221.9 " 15.64" 0.75$ 0.00& 0.00& 0.00& 0.00& 0.00& 10.97# 17
18 773.5 " 7542 " 1436 " 198.7 " 14.95" 0.65$ 0.00& 0.00& 0.00& 0.00& 0.00& 7.25# 18
19 497.1 " 4895 " 1225 " 175.1 " 14.32" 0.56& 0.00& 0.00& 0.00& 0.00& 0.00& 4.97# 19
20 351.7 " 3150 " 1070 " 152.3 " 12.91" 0.47& 0.00& 0.00& 0.00& 0.00& 0.00& 4.08# 20
21 306.9 " 2254 " 951.1 " 131.8 " 11.61" 0.39& 0.00& 0.00& 0.00& 0.00& 0.00& 3.03$ 21
22 2140 " 3089 " 867.8 " 114.5 " 10.99" 0.32& 0.00& 0.00& 0.00& 0.00& 0.00& 1.38$ 22
23 675.5 " 2669 " 803.0 " 100.3 " 10.13" 0.26& 0.00& 0.00& 0.00& 0.00& 0.00& 0.57& 23
24 1326 " 2236 " 846.7 " 91.31" 8.93# 0.21& 0.00& 0.00& 0.00& 0.00& 0.00& 1.17& 24
25 3271 " 2397 " 3864 " 81.76" 8.09# 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 1.34& 25
26 2105 "12554 " 7656 " 74.38" 7.50# 0.12& 0.00& 0.00& 0.00& 0.00& 0.00& 5.87& 26
27 13862 &32103 # 5966 " 69.96" 6.68# 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 676.2 $ 27
28 33275 &53231 & 4141 " 65.17" 6.23# 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 719.7 " 28
29 16107 " 9355 " 60.63" 5.91# 0.04& 0.00& 0.00& 0.00& 0.00& 20.59& 882.7 " 29
30 8577 " 11568 " 57.68" 5.37# 0.02& 0.00& 0.00& 0.00& 0.00& 16.27" 1081 " 30
31 4718 " 7566 " 4.78# 0.00& 0.00& 0.00& 794.0 " 31
Mean 3088 & 6945 &11426 & 639.4 " 26.44# 1.28& 0.00& 0.00& 0.00& 0.00& 1.23& 170.5 &
Median 529.6 &3120 &6128 & 274.4 " 17.05 # 0.926& 0.000& 0.000& 0.000& 0.000& 0.000& 8.443&
Maximum 33275 &53231 &47119 & 3870 " 97.21# 4.36& 0.01& 0.00& 0.00& 0.00& 20.59& 1081 &
Minimum 122.0 & 728.7 & 803.0 & 57.68 " 4.779# 0.024& 0.000& 0.000& 0.000& 0.000& 0.000& 0.571&
Total 95715 &194472 &354196 & 19183 " 819.5# 38.5& 0.0& 0.0& 0.0& 0.0& 36.9& 5284 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1835 & " ... Relative Uncertainty +/-10%
Ann. Median 2.962& # ... Relative Uncertainty +/-15%
Annual Total 669744 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 53231 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 361.1 " 122.4 " 206.7 " 1100 " 201.5 " 36.00" 0.83$ 0.00& 0.00& 0.00& 0.34& 1541 " 1
2 5556 " 67.09" 109.8 " 2083 " 190.4 " 33.19" 0.69$ 0.00& 0.00& 0.00& 0.22& 410.4 " 2
3 7354 " 1295 " 328.2 " 2047 " 179.0 " 30.82" 0.59& 0.00& 0.00& 0.00& 0.10& 221.0 " 3
4 6584 " 427.4 " 575.9 " 1844 " 170.5 " 27.81" 0.49& 0.00& 0.00& 0.00& 0.02& 148.9 " 4
5 2013 " 233.5 " 230.0 " 1192 " 158.2 " 24.84" 0.35& 0.00& 0.00& 0.00& 0.00& 119.5 " 5
6 841.4 " 970.0 " 456.2 " 928.7 " 148.4 " 22.45" 0.18& 0.00& 0.00& 31.95& 0.00& 101.6 " 6
7 543.5 " 514.6 " 184.0 " 807.3 " 136.9 " 20.30" 0.06& 0.00& 0.00& 83.22" 0.00& 89.29" 7
8 240.7 " 885.0 " 379.1 " 822.6 " 131.8 " 18.49" 0.02& 0.00& 0.00& 55.02" 0.00& 78.74" 8
9 126.2 " 680.1 " 2886 " 1013 " 127.6 " 17.02" 0.00& 0.00& 0.00& 43.14" 0.00& 67.31" 9
10 80.55" 278.8 " 1579 " 1037 " 122.0 " 15.91" 0.00& 0.00& 0.00& 37.16" 0.00& 59.73" 10
11 47.55" 168.0 " 742.5 " 794.9 " 118.2 " 13.80" 0.00& 0.00& 0.00& 33.16" 0.00& 53.63" 11
12 61.94" 426.4 " 520.3 " 2478 " 112.7 " 12.52" 0.00& 0.00& 0.00& 29.53" 0.00& 47.34" 12
13 75.01" 704.4 " 4169 " 1315 " 105.4 " 11.15" 0.00& 0.00& 0.00& 24.96" 0.00& 44.24" 13
14 42.86" 785.1 "14851 & 855.2 " 99.85" 10.16" 0.00& 0.00& 0.00& 21.32" 0.00& 41.38" 14
15 27.88" 1489 "52040 & 676.4 " 92.34" 9.14# 0.00& 0.00& 0.00& 18.93" 0.00& 36.33" 15
16 17.90" 2151 "25566 " 573.1 " 88.18" 8.28# 0.00& 0.00& 0.00& 16.77" 0.00& 35.07" 16
17 12.34" 1108 "15173 " 504.5 " 83.82" 7.54# 0.00& 0.00& 0.00& 17.73" 85.19& 32.55" 17
18 8.77# 669.7 "13701 " 453.1 " 77.66" 6.79# 0.00& 0.00& 0.00& 18.02" 239.1 " 28.37" 18
19 6.52# 800.9 " 5020 " 408.7 " 75.71" 6.08# 0.00& 0.00& 0.00& 16.28" 124.4 " 23.70" 19
20 4.91# 626.6 " 3072 " 373.2 " 73.76" 5.61# 0.00& 0.00& 0.00& 12.73" 131.3 " 20.45" 20
21 3.12$ 544.5 " 2186 " 338.9 " 70.69" 5.14# 0.00& 0.00& 0.00& 10.50# 205.8 " 17.47" 21
22 2.13$ 4702 " 1700 " 312.3 " 67.67" 4.62# 0.00& 0.00& 0.00& 8.25# 124.6 " 19.13" 22
23 1.40$ 1798 " 1440 " 289.7 " 64.70" 3.95# 0.00& 0.00& 0.00& 6.64# 95.23" 290.5 " 23
24 0.85$ 1555 " 1474 " 270.0 " 61.73" 3.46# 0.00& 0.00& 0.00& 5.27# 78.50" 287.4 " 24
25 0.51& 717.5 " 1349 " 272.4 " 57.92" 2.84$ 0.00& 0.00& 0.00& 4.25# 65.79" 214.6 " 25
26 0.32& 353.1 " 1103 " 280.9 " 55.15" 2.30$ 0.00& 0.00& 0.00& 3.47# 58.55" 138.6 " 26
27 0.26& 295.6 " 951.3 " 250.2 " 52.02" 1.82$ 0.00& 0.00& 0.00& 2.39$ 52.09" 103.3 " 27
28 811.9 & 458.9 " 850.1 " 234.3 " 48.71" 1.49$ 0.00& 0.00& 0.00& 1.56$ 48.03" 87.01" 28
29 828.5 " 810.1 " 226.4 " 46.52" 1.16$ 0.00& 0.00& 0.00& 1.03$ 45.41" 72.83" 29
30 892.7 " 978.6 " 212.5 " 44.70" 0.92$ 0.00& 0.00& 0.00& 0.68& 2104 " 347.6 " 30
31 313.9 " 999.7 " 40.70" 0.00& 0.00& 0.45& 333.2 " 31
Mean 866.5 & 886.7 "5020 & 799.8 " 100.1 " 12.19 $ 0.104& 0.000& 0.000& 16.27 & 115.3 & 164.9 "
Median 61.94 & 674.9 "1103 & 624.7 " 88.18 " 8.709$ 0.000& 0.000& 0.000& 10.50 & 0.277& 78.74 "
Maximum 7354 & 4702 "52040 & 2478 " 201.5 " 36.00$ 0.83& 0.00& 0.00& 83.22& 2104 & 1541 "
Minimum 0.259& 67.09 " 109.8 & 212.5 " 40.70 " 0.924$ 0.000& 0.000& 0.000& 0.000& 0.000& 17.47 "
Total 26862 & 24826 "155630 & 23995 " 3104 " 365.6$ 3.2& 0.0& 0.0& 504.4& 3459 & 5112 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 668.1 & " ... Relative Uncertainty +/-10%
Ann. Median 33.19 & # ... Relative Uncertainty +/-15%
Annual Total 243862 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 52040 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 2310 " 3189 " 280.8 " 983.1 " 135.0 " 43.71" 0.21& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 2430 " 2223 " 227.0 " 920.9 " 128.5 " 37.22" 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 874.6 " 1686 " 185.2 " 804.7 " 123.5 " 32.28" 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 2195 " 1336 " 169.5 " 679.3 " 117.5 " 27.77" 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 4013 " 1106 " 155.6 " 587.6 " 116.5 " 24.77" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 24549 & 947.6 " 147.3 " 524.1 " 116.5 " 22.40" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 5849 " 828.2 "18279 # 472.8 " 110.1 " 20.46" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7
8 3821 " 739.1 "31543 # 436.3 " 106.1 " 18.84" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 3620 " 654.3 "10365 " 402.1 " 103.7 " 16.76" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 3419 " 577.7 " 4468 " 368.6 " 101.9 " 14.73" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10
11 2548 " 523.9 " 3583 " 346.5 " 102.6 " 12.73" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11
12 4340 " 481.0 " 3847 " 324.4 " 99.83" 11.17" 0.00& 0.00& 0.00& 0.00& 0.00& 53.27& 12
13 2271 " 441.7 "15371 & 309.7 " 97.03" 9.70# 0.00& 0.00& 0.00& 0.00& 0.00& 106.3 " 13
14 1438 " 409.3 "49950 & 293.1 " 87.64" 8.97# 0.00& 0.00& 0.00& 0.00& 0.00& 81.59" 14
15 1089 " 376.0 "40630 $ 300.1 " 87.52" 7.91# 0.00& 0.00& 0.00& 0.00& 0.00& 80.52" 15
16 1417 " 369.2 "14131 " 285.5 " 89.58" 7.14# 0.00& 0.00& 0.00& 0.00& 0.00& 280.8 " 16
17 1124 " 348.8 "11562 " 273.6 " 88.41" 6.39# 0.00& 0.00& 0.00& 0.00& 0.00& 196.5 " 17
18 960.3 " 331.6 "22371 # 253.3 " 87.12" 5.43# 0.00& 0.00& 0.00& 0.00& 0.00& 165.7 " 18
19 1028 " 307.9 "13969 " 240.1 " 86.22" 4.56# 0.00& 0.00& 0.00& 0.00& 0.00& 167.4 " 19
20 824.5 " 286.8 " 6550 " 227.7 " 84.24" 3.75# 0.00& 0.00& 0.00& 0.00& 0.00& 313.2 " 20
21 3879 " 268.0 " 7024 " 215.1 " 82.70" 3.22# 0.00& 0.00& 0.00& 0.00& 0.00& 353.0 " 21
22 2264 " 250.9 "19247 " 201.9 " 78.12" 2.56$ 0.00& 0.00& 0.00& 0.00& 0.00& 2875 " 22
23 1607 " 238.7 "22497 " 193.7 " 75.70" 2.13$ 0.00& 0.00& 0.00& 0.00& 0.00& 1646 " 23
24 2554 " 234.4 " 9507 " 182.8 " 72.78" 1.61$ 0.00& 0.00& 0.00& 0.00& 0.00& 474.2 " 24
25 2310 " 229.0 " 5065 " 173.0 " 70.88" 1.30$ 0.00& 0.00& 0.00& 0.00& 0.00& 291.0 " 25
26 4565 " 225.6 " 3418 " 165.5 " 68.10" 1.06$ 0.00& 0.00& 0.00& 0.00& 0.00& 259.7 " 26
27 30906 & 220.7 " 2498 " 158.2 " 63.81" 0.83$ 0.00& 0.00& 0.00& 0.00& 0.00& 321.0 " 27
28 37262 & 211.0 " 1931 " 149.6 " 60.87" 0.67$ 0.00& 0.00& 0.00& 0.00& 0.00& 193.3 " 28
29 15527 " 227.5 " 1556 " 144.5 " 58.57" 0.46& 0.00& 0.00& 0.00& 0.00& 0.00& 225.5 " 29
30 10693 " 1300 " 139.8 " 54.10" 0.27& 0.00& 0.00& 0.00& 0.00& 0.00& 171.8 " 30
31 5203 " 1120 " 50.03" 0.00& 0.00& 0.00& 164.8 " 31
Mean 6029 & 664.4 "10418 & 358.6 " 90.49" 11.69& 0.01& 0.00& 0.00& 0.00& 0.00& 271.6 &
Median 2548 & 376.0 "5065 & 289.3 " 87.64 " 7.523& 0.000& 0.000& 0.000& 0.000& 0.000& 164.8 &
Maximum 37262 & 3189 "49950 & 983.1 " 135.0 " 43.71& 0.21& 0.00& 0.00& 0.00& 0.00& 2875 &
Minimum 824.5 & 211.0 " 147.3 & 139.8 " 50.03 " 0.274& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 186889 & 19268 "322947 & 10757 " 2805 " 350.8& 0.4& 0.0& 0.0& 0.0& 0.0& 8421 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1507 & " ... Relative Uncertainty +/-10%
Ann. Median 11.95 & # ... Relative Uncertainty +/-15%
Annual Total 551439 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 49950 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 130.3 " 265.3 " 171.0 " 113.9 " 12.14 " 0.000& 4.708# 0.000& 0.000& 0.000& 73.35 " 115.9 " 1
2 115.1 " 211.9 " 150.4 " 202.0 " 10.54 # 1.437& 3.977# 0.000& 0.000& 0.000& 58.58 " 100.9 " 2
3 105.7 " 176.6 " 619.5 " 154.4 " 8.669# 131.2 " 3.256# 0.000& 0.000& 0.000& 48.66 " 89.21 " 3
4 96.73 " 154.5 " 412.5 " 128.5 " 7.626# 81.00 " 2.851# 0.000& 0.000& 0.000& 41.35 " 80.10 " 4
5 88.30 " 178.8 " 256.0 " 113.0 " 6.412# 67.44 " 2.394$ 0.000& 0.000& 0.000& 36.43 " 75.41 " 5
6 83.89 " 178.4 " 271.0 " 100.1 " 5.869# 58.14 " 1.871$ 0.000& 0.000& 0.000& 32.64 " 68.84 " 6
7 77.39 " 438.0 "1954 " 89.85 " 5.207# 50.21 " 1.613$ 0.000& 0.000& 0.000& 27.89 " 193.8 " 7
8 72.36 " 967.4 " 628.0 " 79.59 " 4.576# 46.45 " 1.468$ 0.000& 0.000& 0.000& 23.50 " 191.1 " 8
9 66.33 "4837 " 356.2 " 69.50 " 3.960# 43.58 " 1.231$ 0.000& 0.000& 0.000& 20.28 " 87.22 " 9
10 59.48 "4241 " 273.9 " 60.75 " 3.156$ 41.72 " 0.841$ 0.000& 0.000& 0.000& 17.17 " 65.43 " 10
11 54.22 "1435 " 219.3 " 57.31 " 2.174$ 39.67 " 0.563& 0.000& 0.000& 0.000& 14.06 " 53.58 " 11
12 51.69 " 679.0 " 186.1 " 54.65 " 1.430$ 37.05 " 0.330& 0.000& 0.000& 0.000& 11.73 " 97.45 " 12
13 46.45 " 421.8 " 155.8 " 49.95 " 1.020$ 34.09 " 0.182& 0.000& 0.000& 0.000& 9.520# 97.98 " 13
14 43.61 "1291 " 133.5 " 48.13 " 0.686& 31.74 " 0.087& 0.000& 0.000& 0.000& 8.160# 89.06 " 14
15 40.45 " 452.7 " 118.6 " 47.44 " 0.480& 28.60 " 0.037& 0.000& 0.000& 0.000& 6.216# 81.38 " 15
16 35.46 " 367.2 " 109.2 " 47.82 " 0.320& 26.93 " 0.011& 0.000& 0.000& 0.000& 5.277# 72.08 " 16
17 32.95 " 252.1 " 99.03 " 48.39 " 0.197& 24.85 " 0.000& 0.000& 0.000& 0.000& 3.887# 62.34 " 17
18 27.92 "1004 " 99.47 " 48.06 " 0.109& 22.99 " 0.000& 0.000& 0.000& 0.000& 2.607$ 54.39 " 18
19 23.95 "1477 " 176.9 " 45.05 " 0.044& 20.57 " 0.000& 0.000& 0.000& 0.000& 2.260$ 47.20 " 19
20 20.25 " 874.9 " 514.3 " 41.94 " 0.005& 18.79 " 0.000& 0.000& 0.000& 0.000& 1.866$ 42.32 " 20
21 16.84 " 493.6 "1370 " 39.17 " 0.000& 16.75 " 0.000& 0.000& 0.000& 0.000& 1.235$ 44.20 " 21
22 14.14 " 333.4 " 430.2 " 36.56 " 0.000& 14.90 " 0.000& 0.000& 0.000& 0.000& 0.734& 87.10 " 22
23 11.36 " 263.4 " 266.6 " 34.64 " 0.000& 12.87 " 0.000& 0.000& 0.000& 0.000& 0.451& 187.0 " 23
24 9.213# 218.7 " 202.0 " 31.12 " 0.000& 10.94 " 0.000& 0.000& 0.000& 0.000& 0.292& 90.60 " 24
25 8.089# 193.2 " 168.2 " 28.38 " 0.000& 10.69 " 0.000& 0.000& 0.000& 0.000& 0.175& 62.50 " 25
26 6.741# 180.1 " 144.2 " 25.78 " 0.000& 8.998# 0.000& 0.000& 0.000& 0.000& 0.063& 52.87 " 26
27 7.903# 165.3 " 137.9 " 22.66 " 0.000& 8.151# 0.000& 0.000& 0.000& 0.000& 57.84 & 185.7 " 27
28 3366 # 165.4 " 132.3 " 19.76 " 0.000& 7.075# 0.000& 0.000& 0.000& 0.000& 283.9 " 186.6 " 28
29 1944 " 122.5 " 16.69 " 0.000& 6.492# 0.000& 0.000& 0.000& 0.000& 198.9 "9168 " 29
30 646.0 " 118.3 " 13.50 " 0.000& 5.434# 0.000& 0.000& 0.000& 0.000& 146.1 "1779 " 30
31 348.4 " 115.8 " 0.000& 0.000& 0.000& 117.2 & 616.6 " 31
Mean 246.8 # 782.7 " 326.2 " 62.29 " 2.407& 30.29 & 0.820& 0.000& 0.000& 3.780& 37.84 & 458.9 "
Median 51.69 # 350.3 " 176.9 " 48.10 " 0.320& 23.92 & 0.011& 0.000& 0.000& 0.000& 12.90 & 87.22 "
Maximum 3366 #4837 "1954 " 202.0 " 12.14 & 131.2 & 4.708& 0.000& 0.000& 117.2 & 283.9 &9168 "
Minimum 6.741# 154.5 " 99.03 " 13.50 " 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.063& 42.32 "
Total 7651 #21915 "10113 " 1869 " 74.62& 908.8 & 25.42& 0.00& 0.00& 117.2 & 1135 &14226 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 159.0 & " ... Relative Uncertainty +/-10%
Ann. Median 12.87 & # ... Relative Uncertainty +/-15%
Annual Total 58035 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 9168 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 730.7 " 1211 " 195.7 & 42.11& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 1
2 888.9 " 958.3 " 243.3 & 37.31& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 2
3 433.1 " 805.7 " 589.6 & 30.68& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 25.00& 3
4 12621 " 784.9 " 545.5 & 25.96& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 93.98# 4
5 6258 " 765.0 " 397.5 & 23.22& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 53.74# 5
6 1749 " 745.4 " 297.7 & 21.61& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 51.77# 6
7 827.9 " 726.1 " 320.9 & 20.18& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 47.27# 7
8 464.0 " 707.0 " 1124 # 17.32& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 42.56# 8
9 311.9 " 688.1 " 3487 # 14.43& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 38.54& 9
10 240.1 " 667.0 & 732.9 # 12.52& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 31.92& 10
11 192.9 " 621.8 & 521.4 & 11.21& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 26.48& 11
12 163.5 " 547.3 & 450.5 & 9.84& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 21.74& 12
13 144.9 " 463.1 & 398.4 & 8.66& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 115.1 & 13
14 855.9 " 404.4 & 354.8 & 7.84& 5.53& 5.53& 5.53& 5.53& 5.53& 1.93& 0.00& 46.36# 14
15 437.9 " 359.3 & 323.1 & 7.32& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 38.92& 15
16 3807 " 325.8 & 294.2 & 6.94& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 35.25& 16
17 10510 " 301.6 & 270.4 & 6.72& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 31.09& 17
18 8818 " 280.8 & 244.8 & 6.65& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 27.94& 18
19 5010 " 264.3 & 223.4 & 5.65& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 24.27& 19
20 19127 " 248.3 & 205.6 & 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 21.19& 20
21 19919 " 230.7 & 188.0 & 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 16.42& 21
22 52652 & 217.6 & 170.6 & 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 12.97& 22
23 50084 & 203.6 & 146.7 & 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 9.98& 23
24 15322 " 415.4 & 130.4 & 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 7.48& 24
25 7682 " 248.9 & 107.3 & 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 5.64& 25
26 5349 " 187.1 & 90.95& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 4.26& 26
27 9486 " 222.5 & 80.61& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 2.92& 27
28 4825 " 211.3 & 71.21& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 2.05& 28
29 2968 " 62.79& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 1.19& 29
30 2001 " 55.16& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 0.00& 0.57& 30
31 1455 " 44.45& 5.53& 5.53& 5.53& 0.00& 0.24& 31
Mean 7914 & 493.3 & 399.0 & 12.57 & 5.530& 5.530& 5.530& 5.530& 5.530& 2.381& 0.000& 26.99 &
Median 2968 & 409.9 & 244.8 & 7.128& 5.530& 5.530& 5.530& 5.530& 5.530& 0.000& 0.000& 24.27 &
Maximum 52652 & 1211 & 3487 & 42.11& 5.53& 5.53& 5.53& 5.53& 5.53& 5.53& 0.00& 115.1 &
Minimum 144.9 & 187.1 & 44.45 & 5.530& 5.530& 5.530& 5.530& 5.530& 5.530& 0.000& 0.000& 0.000&
Total 245338 & 13812 & 12369 & 377.0& 171.4& 165.9& 171.4& 171.4& 165.9& 73.8& 0.0& 836.8&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 749.7 & " ... Relative Uncertainty +/-10%
Ann. Median 5.530& # ... Relative Uncertainty +/-15%
Annual Total 273653 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 52652 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 0.05&26618 # 2077 " 36.96& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1345 " 1
2 0.01&15262 " 1611 " 32.53& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 554.4 " 2
3 0.00& 9456 " 1327 " 27.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 320.8 " 3
4 78.75& 5844 " 1117 " 23.88& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 207.5 " 4
5 342.0 " 3602 " 952.7 " 21.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 144.1 " 5
6 168.9 " 2335 " 834.7 " 19.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 350.5 & 104.6 " 6
7 136.6 " 1645 " 888.8 " 16.77& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 601.9 " 77.78" 7
8 105.0 " 1271 " 701.3 " 13.92& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 290.5 " 60.40# 8
9 125.3 "21779 # 566.4 " 11.36& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 168.2 " 261.9 # 9
10 103.9 "30635 # 481.4 " 9.32& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 96.67" 149.0 " 10
11 880.2 " 7852 " 415.9 " 7.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 60.01# 67.48# 11
12 333.2 "15742 " 362.6 " 5.93& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 38.66& 42.89& 12
13 731.3 "28778 $ 320.1 " 5.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 24.17& 33.18& 13
14 4136 "17499 # 288.6 " 4.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15.14& 40.55& 14
15 6066 " 7461 " 251.3 " 3.19& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9.36& 23.71& 15
16 5950 " 6800 " 220.3 " 2.15& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.09& 16.40& 16
17 24833 # 6276 " 191.7 " 1.48& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4.90& 14.47& 17
18 20929 # 4199 " 169.6 " 1.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.69& 58.49& 18
19 6582 " 5316 " 150.6 " 0.86& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16.98& 134.5 " 19
20 3266 " 6277 " 133.1 " 0.50& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10.84& 1399 " 20
21 2300 " 9145 " 112.2 " 0.28& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.71& 2035 " 21
22 3077 "18368 " 101.7 " 0.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 145.6 &11547 " 22
23 1376 "19654 " 94.13" 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 60.24#21971 " 23
24 920.9 "13361 " 85.43" 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 41.42&15291 " 24
25 698.3 " 8956 " 73.84" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 28.39& 6896 " 25
26 560.0 " 5801 " 66.47" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 14.59& 2815 " 26
27 916.6 " 4162 " 64.24" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7858 " 1573 " 27
28 2694 " 2963 " 60.72" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6713 " 1293 " 28
29 2534 " 55.21# 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1298 " 1915 " 29
30 6673 " 49.72# 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1636 " 1231 " 30
31 12962 " 43.51# 0.00& 0.00& 0.00& 0.00& 1147 " 31
Mean 3532 &10966 $ 447.4 # 8.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 649.9 & 2347 &
Median 916.6 &7657 $ 220.3 # 2.667& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 26.28 & 261.9 &
Maximum 24833 &30635 $ 2077 # 36.96& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7858 &21971 &
Minimum 0.004&1271 $ 43.51 # 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 14.47 &
Total 109478 &307056 $ 13868 # 244.0& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 19496 & 72771 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1433 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 522913 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 30635 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 818.1 " 178.8 " 49.81# 8.38& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 74.89& 1
2 573.3 " 286.0 " 39.26& 8.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 61.19& 2
3 439.4 " 923.3 " 29.50& 6.47& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 487.4 & 3
4 347.1 " 610.9 " 23.08& 5.27& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 792.2 & 4
5 360.1 " 3027 " 17.76& 3.73& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 608.6 & 5
6 1896 " 2100 " 13.49& 2.26& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 362.1 & 6
7 1596 " 2952 " 11.61& 1.73& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4030 & 7
8 1487 "27073 # 9.60& 1.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1436 & 8
9 2628 "11817 " 8.20& 0.55& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 954.0 & 9
10 1627 " 3982 " 6.79& 0.31& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 791.0 & 10
11 1138 " 2262 " 5.46& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 685.7 & 11
12 1130 " 1518 " 4.26& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 679.2 & 12
13 834.1 " 1147 " 3.08& 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4806 & 13
14 804.1 " 905.6 " 1.80& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5235 & 14
15 2342 " 717.1 " 1.21& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1986 & 15
16 2124 " 579.4 " 0.85& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 978.8 & 16
17 1036 " 473.9 " 0.51& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 633.2 & 17
18 709.4 " 395.4 " 17.54& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 500.5 & 18
19 562.1 " 325.8 " 21.73& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 432.4 & 19
20 433.2 " 267.6 " 5.93& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 419.1 & 20
21 339.3 " 221.5 " 2.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 294.3 & 21
22 749.0 " 188.5 " 0.77& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 273.3 & 22
23 381.6 " 185.0 " 0.39& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 536.8 & 23
24 242.6 " 156.5 " 0.24& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 604.4 & 24
25 195.5 " 170.0 " 0.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1610 & 417.8 & 25
26 388.2 " 135.7 " 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1114 & 321.0 & 26
27 207.6 " 105.4 " 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 386.8 & 561.0 & 27
28 182.4 " 81.85" 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 243.5 & 617.7 & 28
29 140.8 " 62.90# 10.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 140.1 & 449.2 & 29
30 510.5 " 4.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 92.57& 356.7 & 30
31 406.9 " 3.02& 0.00& 0.00& 0.00& 0.00& 857.0 & 31
Mean 859.0 "2167 # 9.434& 1.277& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 119.6 &1008 &
Median 573.3 " 473.9 # 4.263& 0.003& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 604.4 &
Maximum 2628 "27073 # 49.81& 8.38& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1610 & 5235 &
Minimum 140.8 " 62.90 # 0.058& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 61.19 &
Total 26628 "62850 # 292.4 & 38.32& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3588 &31243 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 340.5 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 124639 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 27073 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 1312 & 43.30& 0.00& 833.1 # 7.93& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 1112 & 24.79& 0.00& 635.7 # 6.70& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 830.7 & 12.97& 0.00& 520.8 # 7.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 536.5 & 6.43& 0.00& 427.3 " 5.12& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 412.8 & 2.74& 0.00& 344.6 " 3.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 336.0 & 0.80& 0.00& 285.5 " 2.46& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 321.7 & 0.46& 0.44& 226.1 " 1.56& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7
8 310.9 & 4.12& 8.23& 182.7 " 1.26& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 260.2 & 445.4 & 7.73& 187.8 " 1.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 226.4 & 138.1 " 127.5 & 174.1 " 0.73& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10
11 208.1 & 130.2 " 1439 " 127.2 " 0.35& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11
12 195.1 & 95.09# 1201 " 91.16" 0.29& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12
13 190.1 & 39.13& 1085 " 72.68" 0.27& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 13
14 457.6 & 20.62& 585.1 " 59.18# 0.28& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 14
15 342.9 & 13.02& 509.5 " 48.73# 0.28& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15
16 279.1 & 9.06& 591.3 " 41.68& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16
17 286.0 & 5.01& 609.5 " 35.88& 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17
18 772.4 & 3.73& 911.6 " 32.17& 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18
19 585.9 & 4.35& 583.6 " 28.48& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 19
20 1584 & 7.57& 376.3 " 26.43& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 20
21 1420 & 3.20& 275.8 " 21.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 21
22 666.7 & 1.50& 3295 " 17.29& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 22
23 414.1 & 0.62& 3066 " 14.57& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 23
24 324.4 & 0.25& 1167 " 16.79& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 24
25 219.0 & 0.10&27799 $ 17.40& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 25
26 177.9 & 0.03&24221 $ 16.47& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 26
27 140.6 & 0.01& 6264 # 14.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 27
28 108.2 & 0.01&10632 # 12.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 28
29 82.85& 6113 # 20.50& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 29
30 65.48& 1861 # 11.92& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30
31 50.22& 1187 # 0.00& 0.00& 0.00& 0.00& 245.8 & 31
Mean 459.0 & 36.16 &3030 & 151.5 & 1.250& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 7.930&
Median 321.7 & 4.677& 591.3 & 45.21 & 0.130& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Maximum 1584 & 445.4 &27799 & 833.1 & 7.93& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 245.8 &
Minimum 50.22 & 0.007& 0.000& 11.92 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 14230 & 1013 &93917 & 4544 & 38.74& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 245.8 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 312.3 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 113988 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 27799 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 773.9 "11331 # 435.1 " 0.10& 5.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 413.1 " 2427 " 3701 " 0.04& 3.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 154.2 " 1122 " 1429 " 0.02& 1.85& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 92.15" 713.2 " 859.8 " 0.00& 1.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 58.30# 497.7 " 1254 " 0.00& 0.66& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 40.40& 367.1 " 477.8 " 0.00& 0.45& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 28.96& 272.1 " 292.2 " 0.00& 0.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.20& 7
8 1401 & 200.1 " 203.2 " 0.00& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.17& 8
9 916.4 " 151.6 " 166.2 " 0.00& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 26.45& 9
10 835.9 " 111.6 " 440.2 " 0.00& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 397.1 & 10
11 1292 " 82.31" 249.5 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 638.7 " 11
12 1041 " 61.79# 129.0 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 190.0 " 12
13 1804 " 47.66# 349.0 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 76.03# 13
14 893.6 " 40.93& 230.6 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 38.27& 14
15 466.4 " 35.98& 152.7 " 3133 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 19.36& 15
16 289.3 " 21.10& 445.0 " 2541 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8.16& 16
17 235.5 " 49.71& 341.8 " 902.0 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.60& 17
18 1206 " 889.8 " 150.3 " 616.8 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.58& 18
19 16043 # 533.4 " 97.60" 445.6 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.10& 19
20 3561 " 322.5 " 59.99# 306.1 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 350.1 & 20
21 1945 " 462.4 " 36.41& 216.5 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 116.3 # 21
22 3065 " 667.6 " 21.16& 170.5 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 29.01& 22
23 2109 " 170.2 " 12.43& 128.7 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9.35& 23
24 9220 " 532.1 " 7.45& 92.83" 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.55& 24
25 2580 " 1299 " 4.35& 66.30# 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.58& 25
26 1456 " 708.9 " 2.46& 47.21& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.08& 26
27 927.7 " 428.9 " 1.55& 32.77& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 27
28 609.4 " 432.9 " 1.08& 21.40& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 28
29 427.5 " 0.77& 13.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 29
30 325.0 " 0.37& 7.94& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30
31 2182 # 0.14& 0.00& 0.00& 0.00& 0.00& 0.00& 31
Mean 1819 & 856.5 & 372.6 & 291.4 & 0.404& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 61.67 &
Median 916.4 & 398.0 & 152.7 & 10.47 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.577&
Maximum 16043 &11331 & 3701 & 3133 & 5.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 638.7 &
Minimum 28.96 & 21.10 & 0.137& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 56394 &23981 &11551 & 8742 & 12.52& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1912 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 281.1 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 102593 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 16043 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 7.70& 6339 " 1499 " 142.9 " 1.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 326.2 " 1
2 67.99& 2707 " 1340 " 153.9 " 0.77& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 225.8 " 2
3 54.21& 6780 " 1112 " 207.0 " 0.44& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 159.2 " 3
4 292.8 &10316 " 935.7 " 192.0 " 0.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 114.6 " 4
5 949.2 " 4620 " 837.2 " 144.2 " 0.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 84.26" 5
6 1147 "10988 " 800.9 " 105.5 " 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 64.53# 6
7 782.0 " 7575 " 731.5 " 81.32" 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 49.22# 7
8 1063 " 4087 " 602.7 " 66.59" 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 38.77& 8
9 279.6 " 5165 " 526.3 " 54.74# 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30.85& 9
10 115.8 "19814 # 466.4 " 45.10# 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 24.83& 10
11 58.11# 9640 " 403.9 " 37.60& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 20.09& 11
12 43.14&37872 & 361.6 " 31.88& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15.98& 12
13 1538 &41588 & 320.0 " 27.27& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12.36& 13
14 850.0 "10955 " 285.9 " 23.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9.79& 14
15 396.6 "25210 # 252.4 " 20.15& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8.87& 15
16 257.4 " 8524 " 226.0 " 17.84& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 84.20& 16
17 153.2 " 6190 " 201.8 " 16.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 122.4 " 17
18 1141 " 6012 " 182.6 " 14.80& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.45& 69.01# 18
19 1018 " 5062 " 163.6 " 12.98& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 53.75& 44.85& 19
20 622.8 " 5149 " 146.7 " 11.52& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8.91& 31.17& 20
21 1008 "18713 # 127.9 " 10.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.60& 23.05& 21
22 758.2 "27843 # 113.4 " 9.18& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.07& 17.48& 22
23 1092 " 8296 " 99.13" 8.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.82& 12.81& 23
24 7309 " 5194 " 84.26" 7.39& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16.79& 10.18& 24
25 4888 " 3668 " 74.34" 6.38& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 125.7 " 9.68& 25
26 4590 " 2551 " 66.46" 5.21& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 222.4 " 7.70& 26
27 6266 " 2034 " 58.50# 4.34& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 65.29# 6.07& 27
28 3233 " 1927 " 51.34# 3.44& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3560 # 5.62& 28
29 3247 " 44.06& 2.32& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1396 " 4.07& 29
30 2274 " 38.01& 1.87& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 501.1 " 3.24& 30
31 17370 " 48.26& 0.00& 0.00& 0.00& 0.00& 34.01& 31
Mean 2028 &10886 & 393.6 & 48.84& 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 199.0 & 53.90&
Median 949.2 &6560 & 226.0 & 19.00 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 24.83 &
Maximum 17370 &41588 & 1499 & 207.0 & 1.25& 0.00& 0.00& 0.00& 0.00& 0.00& 3560 & 326.2 &
Minimum 7.695&1927 & 38.01 & 1.870& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 3.244&
Total 62873 &304818 & 12202 & 1465 & 2.9& 0.0& 0.0& 0.0& 0.0& 0.0& 5970 & 1671 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1066 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 389002 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 41588 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 858.6 # 195.3 " 110.6 " 16.33 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1
2 749.5 "8529 " 85.89 " 13.91 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 2
3 195.1 "2797 "1435 " 12.74 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 3
4 116.4 " 920.3 " 371.9 " 11.54 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 4
5 71.34 " 782.9 " 328.0 " 9.632& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 5
6 53.65 #1287 "1337 " 8.258& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 6
7 37.42 & 504.0 " 712.9 " 6.476& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 7
8 28.10 &1985 " 417.1 " 5.198& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 8
9 22.14 &1304 " 289.7 " 3.721& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 9
10 17.16 &1693 " 210.5 " 2.782& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 10
11 13.18 & 963.4 " 165.9 " 1.970& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 11
12 10.31 & 504.3 " 135.6 " 1.402& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 12
13 8.171& 324.4 " 108.6 " 0.986& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 13
14 6.412& 303.6 " 89.72 " 0.775& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 14
15 5.366& 236.3 " 75.99 " 0.531& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 15
16 3.900&6792 " 65.18 " 0.290& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 16
17 3.015&1638 " 54.58 # 0.183& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 17
18 2.016& 977.7 " 197.4 # 0.086& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 18
19 1.258& 576.8 " 99.59 " 0.040& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 19
20 0.628& 385.2 " 63.04 # 0.015& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 20
21 0.296& 276.6 " 48.96 # 0.002& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 21
22 0.208& 210.5 " 40.29 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 10.04 & 22
23 189.4 & 176.9 " 33.41 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 320.7 " 23
24 90.26 # 156.3 " 28.05 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 96.56 " 24
25 43.38 & 302.6 " 24.81 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 56.20 # 25
26 162.5 & 280.6 " 23.48 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 44.23 & 26
27 330.5 " 254.0 " 20.92 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 36.22 & 27
28 538.7 " 184.8 " 18.71 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 30.99 & 28
29 745.6 " 142.5 " 17.80 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 26.16 & 29
30 420.4 " 17.11 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 22.33 & 30
31 367.3 " 17.11 & 0.000& 0.000& 0.000& 0.000& 18.58 & 31
Mean 164.3 &1196 " 214.4 & 3.229& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 21.35 &
Median 37.42 & 504.0 " 85.89 & 0.410& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Maximum 858.6 &8529 "1435 & 16.33 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 320.7 &
Minimum 0.208& 142.5 " 17.11 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 5092 &34683 " 6645 & 96.86& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 662.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 128.9 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 47179 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 8529 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 14.82&16484 " 2909 # 91.93& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 12.56& 8647 " 2033 & 54.86& 0.00& 0.00& 0.00& 0.00& 0.00& 263.2 & 0.00& 0.00& 2
3 244.0 & 5749 " 1476 & 33.10& 0.00& 0.00& 0.00& 0.00& 0.00& 126.9 & 0.00& 0.00& 3
4 3451 " 3821 " 1153 & 19.30& 0.00& 0.00& 0.00& 0.00& 0.00& 31.68& 0.00& 0.00& 4
5 1107 " 4153 " 940.2 & 11.39& 0.00& 0.00& 0.00& 0.00& 0.00& 8.85& 0.00& 0.19& 5
6 388.8 " 2988 " 787.4 & 5.70& 0.00& 0.00& 0.00& 0.00& 0.00& 1.89& 0.00& 0.10& 6
7 207.4 " 3096 " 661.4 & 3.53& 0.00& 0.00& 0.00& 0.00& 0.00& 0.15& 0.00& 0.00& 7
8 135.0 " 6204 " 563.6 & 1.51& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 92.64"10473 " 508.5 & 0.49& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 73.08" 3385 " 417.6 & 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10
11 61.68# 1886 " 334.4 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11
12 52.46# 1820 " 268.8 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12
13 44.87# 1374 " 211.4 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 13
14 38.98& 957.6 " 168.5 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 14
15 35.58& 726.9 " 133.8 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15
16 97.64& 644.7 " 105.1 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16
17 350.9 "10569 " 82.31& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17
18 323.5 "12371 " 66.92& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18
19 1208 " 6961 " 54.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 19
20 416.1 "16796 # 43.19& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 20
21 515.5 "30322 # 33.29& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 21
22 464.0 "22423 " 22.54& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 619.2 & 22
23 570.5 "17861 " 18.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 366.2 & 23
24 414.5 "41476 & 15.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 877.3 & 24
25 252.6 "20402 " 10.28& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 966.5 & 25
26 174.9 "11429 " 7.56& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 518.0 & 26
27 131.3 " 6601 " 4.97& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 161.8 & 27
28 826.7 " 4233 " 10.50& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 128.9 & 405.6 & 28
29 3789 " 24.81& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 51.31& 123.1 & 29
30 23082 # 201.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.45& 41.06& 30
31 28113 # 169.5 & 0.00& 0.00& 0.00& 0.00& 14.28& 31
Mean 2151 &9781 & 433.4 & 7.396& 0.000& 0.000& 0.000& 0.000& 0.000& 13.96 & 6.023& 132.0 &
Median 252.6 &6402 & 168.5 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Maximum 28113 &41476 & 2909 & 91.93& 0.00& 0.00& 0.00& 0.00& 0.00& 263.2 & 128.9 & 966.5 &
Minimum 12.56 & 644.7 & 4.971& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 66690 &273856 & 13437 & 221.9& 0.0& 0.0& 0.0& 0.0& 0.0& 432.6& 180.7& 4093 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 983.3 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 358912 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 41476 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range Year 1994
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.97& 0.00&37069 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 99.32& 1
2 1.41& 0.00&19976 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 21.44& 2
3 0.21& 0.00& 8796 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.67& 3
4 0.00& 0.00& 8278 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17.32& 4
5 0.00& 0.00&18089 $ 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30.39& 5
6 560.1 & 0.00&28267 $ 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.05& 6
7 1496 & 0.00& 9542 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 48.05& 7
8 3770 & 0.00& 5301 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10.60& 8
9 6162 # 0.00& 3463 " 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2399 & 9
10 1583 & 0.00& 3221 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1569 & 10
11 1313 & 211.2 & 1865 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 406.8 & 11
12 521.1 & 1509 & 1293 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 272.5 & 12
13 234.8 & 150.6 & 952.5 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1204 & 13
14 112.4 & 483.5 & 726.8 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 552.0 & 14
15 116.9 & 439.4 & 563.5 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 90.13& 15
16 1808 & 4565 & 437.1 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.24& 16
17 1413 & 6264 " 332.3 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.07& 789.0 & 17
18 646.7 & 4505 " 253.6 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12.57& 18
19 435.3 & 6635 " 193.6 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 155.1 & 0.00& 19
20 448.2 & 7785 143.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 52.31& 0.00& 20
21 274.9 & 9826 " 103.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7.04& 0.00& 21
22 110.6 &10325 " 72.90& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 22
23 52.15& 6191 " 52.28& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1348 & 0.00& 23
24 23.83& 3115 # 30.81& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 820.4 & 100.9 & 24
25 10.72& 2084 & 22.21& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 760.8 & 354.2 & 25
26 4.85& 1475 & 13.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 172.0 & 57.55& 26
27 1.86& 1231 & 6.70& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30.77& 3.26& 27
28 0.60& 1883 & 2.81& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 727.0 & 0.00& 28
29 0.22& 0.90& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1505 & 0.00& 29
30 0.01& 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 414.6 & 0.00& 30
31 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 31
Mean 680.8 &2453 &4809 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 199.8 & 259.6 &
Median 112.4 & 857.2 & 437.1 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 17.32 &
Maximum 6162 &10325 &37069 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1505 & 2399 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 21106 & 68678 &149067 & 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 5993 & 8047 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 692.9 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 252891 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 37069 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range Year 1995
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.00& 506.7 & 3474 $ 163.5 # 26.75& 43.34& 0.02& 0.00& 0.00& 0.00& 0.00& 23.73& 1
2 0.00& 259.5 & 2528 $ 147.5 & 25.12& 39.15& 0.01& 0.00& 0.00& 0.00& 0.00& 22.17& 2
3 0.00& 150.6 &10125 $ 135.2 & 22.35& 35.01& 0.00& 0.00& 0.00& 0.00& 0.00& 19.45& 3
4 0.00& 91.54&14608 $ 122.8 & 19.51& 30.78& 0.00& 0.00& 0.00& 0.00& 0.00& 17.29& 4
5 0.00& 3594 & 9088 $ 113.4 & 16.57& 28.50& 0.00& 0.00& 0.00& 0.00& 0.00& 18.16& 5
6 0.00& 8505 $ 6795 $ 141.8 & 15.44& 26.65& 0.00& 0.00& 0.00& 0.00& 0.00& 862.4 & 6
7 715.4 & 2167 &13465 $ 178.3 # 14.51& 23.60& 0.00& 0.00& 0.00& 0.00& 0.00& 553.3 # 7
8 163.2 & 4736 & 9323 $ 191.4 # 12.88& 21.96& 0.00& 0.00& 0.00& 0.00& 0.00& 945.8 # 8
9 37.87&22239 $ 5899 $ 191.4 # 11.39& 21.08& 0.00& 0.00& 0.00& 0.00& 0.00& 305.0 # 9
10 182.6 & 9675 $ 3641 $ 191.2 # 10.64& 18.36& 0.00& 0.00& 0.00& 0.00& 0.00& 191.5 # 10
11 87.15& 3517 $ 2395 $ 182.4 # 9.99& 16.76& 0.00& 0.00& 0.00& 0.00& 0.00& 241.8 # 11
12 20.21& 9454 $ 1582 $ 169.5 # 7.90& 16.13& 0.00& 0.00& 0.00& 0.00& 0.00& 180.1 & 12
13 0.50&14467 $ 1188 # 158.5 # 7.36& 14.64& 0.00& 0.00& 0.00& 0.00& 0.00& 277.4 # 13
14 0.00& 5466 $ 1011 " 146.1 & 6.58& 12.63& 0.00& 0.00& 0.00& 0.00& 0.00& 158.0 & 14
15 0.00& 3064 $ 865.9 # 132.6 & 5.30& 11.75& 0.00& 0.00& 0.00& 0.00& 386.2 & 98.41& 15
16 0.00& 4636 $ 761.0 # 120.7 & 4.44& 9.58& 0.00& 0.00& 0.00& 0.00& 1307 # 485.9 & 16
17 437.4 &16506 $ 684.9 # 112.7 & 8.21& 7.66& 0.00& 0.00& 0.00& 0.00& 591.4 # 2960 " 17
18 1353 & 7177 $ 628.2 # 100.3 & 201.8 & 5.53& 0.00& 0.00& 0.00& 0.00& 429.4 & 882.4 # 18
19 487.8 & 7198 $ 627.3 # 89.84& 267.0 # 4.31& 0.00& 0.00& 0.00& 0.00& 2142 # 461.9 # 19
20 125.8 &10700 $ 816.3 # 83.82& 200.9 # 3.01& 0.00& 0.00& 0.00& 0.00& 609.1 # 276.3 # 20
21 122.4 & 5287 $ 801.8 # 75.43& 231.7 # 2.46& 0.00& 0.00& 0.00& 0.00& 202.5 # 187.3 # 21
22 71.13& 3303 $ 716.1 # 68.73& 180.7 # 1.76& 0.00& 0.00& 0.00& 0.00& 119.3 & 138.0 & 22
23 4.84& 4984 $ 626.9 # 61.97& 148.8 & 1.27& 0.00& 0.00& 0.00& 0.00& 82.00& 107.6 & 23
24 0.02&15499 $ 505.4 # 53.96& 126.2 & 1.03& 0.00& 0.00& 0.00& 0.00& 60.54& 85.80& 24
25 0.00&10106 $ 416.2 # 48.50& 107.9 & 0.70& 0.00& 0.00& 0.00& 0.00& 46.61& 69.98& 25
26 0.00&17612 $ 352.7 # 42.96& 92.61& 0.45& 0.00& 0.00& 0.00& 0.00& 38.35& 108.4 & 26
27 0.00& 8662 $ 298.0 # 38.37& 82.40& 0.34& 0.00& 0.00& 0.00& 0.00& 31.94& 441.4 # 27
28 0.00& 5166 $ 259.7 # 33.93& 71.20& 0.19& 0.00& 0.00& 0.00& 0.00& 27.89& 203.6 # 28
29 6768 & 224.9 # 29.48& 62.46& 0.11& 0.00& 0.00& 0.00& 0.00& 26.97& 122.6 & 29
30 3808 & 200.2 # 27.19& 54.55& 0.06& 0.00& 0.00& 0.00& 0.00& 25.38& 87.77& 30
31 1056 & 181.0 # 49.63& 0.00& 0.00& 0.00& 68.90& 31
Mean 498.1 &7312 &3035 $ 111.8 & 67.83 & 13.29 & 0.001& 0.000& 0.000& 0.000& 204.2 & 342.0 &
Median 4.837&5376 & 816.3 $ 117.1 & 25.12 & 10.66 & 0.000& 0.000& 0.000& 0.000& 26.18 & 180.1 &
Maximum 6768 &22239 &14608 $ 191.4 & 267.0 & 43.34& 0.02& 0.00& 0.00& 0.00& 2142 & 2960 &
Minimum 0.000& 91.54 & 181.0 $ 27.19 & 4.442& 0.055& 0.000& 0.000& 0.000& 0.000& 0.000& 17.29 &
Total 15441 &204728 & 94088 $ 3353 & 2103 & 398.8& 0.0& 0.0& 0.0& 0.0& 6126 & 10602 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 922.9 & " ... Relative Uncertainty +/-10%
Ann. Median 15.44 & # ... Relative Uncertainty +/-15%
Annual Total 336841 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 22239 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 55.24& 54.47& 2044 " 187.7 # 122.1 & 6.58& 0.00& 0.00& 0.00& 0.00& 96.37& 66.64& 1
2 96.00& 65.59& 1380 # 173.2 # 112.8 & 5.41& 0.00& 0.00& 0.00& 0.00& 86.45& 64.24& 2
3 274.9 # 54.93& 668.5 # 161.0 # 104.7 & 4.30& 0.00& 0.00& 0.00& 0.00& 132.0 & 63.77& 3
4 567.3 # 47.41& 426.2 # 148.9 # 98.74& 3.56& 0.00& 0.00& 0.00& 0.00& 178.9 & 113.5 & 4
5 172.3 & 72.21& 461.8 # 139.7 & 94.13& 2.88& 0.00& 0.00& 0.00& 0.00& 148.8 & 204.4 # 5
6 250.2 # 872.7 # 3276 # 132.6 & 89.28& 2.24& 0.00& 0.00& 0.00& 0.00& 121.9 & 343.9 # 6
7 176.7 # 447.4 #35297 & 190.3 & 84.97& 1.62& 0.00& 0.00& 0.00& 0.00& 1293 # 680.3 # 7
8 148.5 & 690.7 #25086 # 800.2 # 81.47& 1.11& 0.00& 0.00& 0.00& 0.00& 847.5 # 1148 # 8
9 103.4 & 2426 "16781 " 2559 " 78.32& 0.68& 0.00& 0.00& 0.00& 0.00& 386.1 # 1335 # 9
10 82.34& 1134 #12491 " 1097 # 75.73& 0.44& 0.00& 0.00& 0.00& 0.00& 283.6 # 901.1 # 10
11 64.21& 612.5 # 4520 706.0 # 71.74& 0.26& 0.00& 0.00& 0.00& 0.00& 243.4 # 544.7 # 11
12 51.45& 418.5 # 2532 530.3 # 68.90& 0.12& 0.00& 0.00& 0.00& 0.00& 218.1 # 351.1 # 12
13 46.89& 245.3 # 1705 " 438.1 # 64.34& 0.07& 0.00& 0.00& 0.00& 0.00& 199.5 # 279.7 # 13
14 39.66& 164.1 & 1349 " 2139 # 59.88& 0.02& 0.00& 0.00& 0.00& 0.00& 182.5 # 224.1 # 14
15 34.32& 118.6 & 1141 " 1184 " 58.31& 0.01& 0.00& 0.00& 0.00& 0.00& 166.2 # 190.4 # 15
16 30.18& 89.91& 933.0 # 1108 # 55.10& 0.00& 0.00& 0.00& 0.00& 0.00& 151.5 # 167.9 # 16
17 26.52& 70.36& 879.0 # 689.0 # 50.36& 0.00& 0.00& 0.00& 0.00& 0.00& 136.9 & 148.6 & 17
18 23.86& 56.10& 709.8 # 488.1 # 45.73& 0.00& 0.00& 0.00& 0.00& 0.00& 122.9 & 131.6 & 18
19 20.79& 45.19& 612.6 # 381.1 # 41.53& 0.00& 0.00& 0.00& 0.00& 90.27& 113.7 & 361.9 & 19
20 17.50& 36.87& 535.3 # 331.0 # 37.30& 0.00& 0.00& 0.00& 0.00& 719.4 # 110.5 & 1557 # 20
21 14.86& 31.68& 468.1 # 293.4 # 33.36& 0.00& 0.00& 0.00& 0.00& 806.7 # 135.5 & 1595 " 21
22 34.55& 186.7 & 418.6 # 260.5 # 29.34& 0.00& 0.00& 0.00& 0.00& 482.2 # 267.0 # 941.0 # 22
23 32.84& 337.2 # 379.0 # 232.7 # 26.23& 0.00& 0.00& 0.00& 0.00& 596.3 # 165.1 & 613.1 # 23
24 169.1 & 5443 " 348.3 # 211.1 # 23.25& 0.00& 0.00& 0.00& 0.00& 413.4 # 125.3 & 438.0 # 24
25 224.7 # 947.8 # 320.6 # 192.4 # 20.62& 0.00& 0.00& 0.00& 0.00& 317.1 # 106.1 & 406.9 # 25
26 147.5 & 429.7 # 298.4 # 179.1 # 17.60& 0.00& 0.00& 0.00& 0.00& 247.4 # 94.64& 485.5 # 26
27 104.9 & 335.6 # 277.0 # 166.4 # 14.88& 0.00& 0.00& 0.00& 0.00& 208.6 # 84.61& 748.4 # 27
28 79.77& 267.5 # 253.2 # 154.2 # 12.72& 0.00& 0.00& 0.00& 0.00& 178.8 # 79.17& 4991 28
29 63.39& 1487 # 230.1 # 142.9 & 11.01& 0.00& 0.00& 0.00& 0.00& 151.9 & 75.58& 3253 " 29
30 53.33& 216.7 # 131.9 & 9.35& 0.00& 0.00& 0.00& 0.00& 129.6 & 70.69& 1177 # 30
31 46.94& 201.2 # 7.87& 0.00& 0.00& 110.9 & 731.7 # 31
Mean 105.0 & 592.7 &3750 & 518.3 & 54.89 & 0.976& 0.000& 0.000& 0.000& 143.6 & 214.1 & 782.5 &
Median 63.39 & 245.3 & 668.5 & 246.6 & 55.10 & 0.003& 0.000& 0.000& 0.000& 0.000& 136.2 & 438.0 &
Maximum 567.3 & 5443 &35297 & 2559 & 122.1 & 6.58& 0.00& 0.00& 0.00& 806.7 & 1293 & 4991 &
Minimum 14.86 & 31.68 & 201.2 & 131.9 & 7.870& 0.000& 0.000& 0.000& 0.000& 0.000& 70.69 & 63.77 &
Total 3254 & 17188 &116240 & 15548 & 1702 & 29.3& 0.0& 0.0& 0.0& 4453 & 6423 & 24259 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 516.7 & " ... Relative Uncertainty +/-10%
Ann. Median 64.22 & # ... Relative Uncertainty +/-15%
Annual Total 189095 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 35297 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 1630 #10499 " 9753 " 266.1 # 37.96& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 1231 # 7639 "29179 $ 255.1 # 36.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 693.8 # 4116 35504 # 243.3 # 34.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 562.1 # 7836 "11899 " 227.7 # 31.26& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 3192 # 4389 6523 208.4 # 28.73& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 5071 3177 4416 191.2 # 27.34& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 119.7 & 6
7 2982 31932 $ 3272 180.2 # 25.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 183.6 & 7
8 1524 "10963 " 2561 168.1 # 22.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 181.3 & 8
9 6568 " 6901 2094 156.6 # 19.42& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 499.3 # 9
10 1919 " 9564 " 1756 " 147.2 # 15.42& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 275.4 # 10
11 1176 "23204 # 1529 " 138.6 & 12.69& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 928.5 # 11
12 882.6 #13054 " 1357 " 129.3 & 10.61& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 749.5 # 12
13 846.3 # 8617 " 1190 " 122.0 & 8.84& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 772.9 # 13
14 2985 "19017 # 1057 " 114.9 & 7.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 484.2 # 14
15 1185 "19926 # 944.7 # 106.3 & 6.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 605.5 # 15
16 1969 "10158 " 848.0 # 101.3 & 4.96& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 398.3 # 16
17 4397 8336 " 770.7 # 93.88& 4.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1232 # 17
18 4981 #10427 " 707.8 # 89.24& 3.16& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 818.5 # 18
19 18965 $15809 " 653.8 # 83.21& 2.38& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 412.3 # 19
20 7191 " 7484 607.5 # 77.35& 1.67& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 294.6 # 20
21 13636 " 5776 558.7 # 72.10& 1.12& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4991 # 21
22 48443 & 4176 510.0 # 65.24& 0.70& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8312 " 22
23 16219 # 2915 464.8 # 62.10& 0.46& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2917 23
24 10227 " 4095 428.8 # 57.57& 0.29& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1554 " 24
25 8859 "13884 " 399.1 # 54.99& 0.15& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 944.9 # 25
26 11235 "33560 $ 372.8 # 52.76& 0.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 635.3 # 26
27 11636 "21441 # 349.7 # 48.36& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 461.7 # 27
28 11602 " 9366 " 329.8 # 45.59& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 355.1 # 28
29 21030 # 311.6 # 43.79& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 290.7 # 29
30 10902 " 296.2 # 40.89& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 248.6 # 30
31 8318 275.4 # 0.00& 0.00& 0.00& 0.00& 219.6 # 31
Mean 7808 &11724 $ 3901 $ 121.4 & 11.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 931.8 &
Median 4981 &9465 $ 848.0 $ 103.8 & 4.962& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 412.3 &
Maximum 48443 &33560 $35504 $ 266.1 & 37.96& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8312 &
Minimum 562.1 &2915 $ 275.4 $ 40.89 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 242057 &328259 $120920 $ 3643 & 342.0& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 28887 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1984 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 724108 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 48443 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 193.6 # 201.1 # 253.8 # 16.67 & 45.53 & 0.266& 0.000& 0.000& 0.000& 0.000& 85.70 &1729 # 1
2 171.4 # 184.3 # 210.4 # 13.85 & 41.19 & 0.166& 0.000& 0.000& 0.000& 0.000& 28.83 & 807.5 # 2
3 152.8 # 168.8 # 182.9 # 11.28 & 37.12 & 0.112& 0.000& 0.000& 0.000& 0.000& 18.65 & 390.0 # 3
4 136.2 & 155.1 # 169.0 # 9.332& 34.34 & 0.053& 0.000& 0.000& 0.000& 0.000& 35.58 & 204.7 # 4
5 121.0 & 163.2 # 155.5 # 7.967& 32.11 & 0.015& 0.000& 0.000& 0.000& 0.000& 472.4 $ 708.0 # 5
6 119.6 & 162.9 # 140.3 & 6.499& 29.93 & 0.002& 0.000& 0.000& 0.000& 0.000& 71.57 & 640.4 # 6
7 812.4 & 431.3 # 126.0 & 4.806& 27.68 & 0.000& 0.000& 0.000& 0.000& 0.000& 169.2 & 333.2 # 7
8 404.8 #1562 # 113.5 & 3.630& 25.56 & 0.000& 0.000& 0.000& 0.000& 0.000& 229.4 $ 223.5 # 8
9 374.0 #1005 # 102.0 & 2.453& 24.09 & 0.000& 0.000& 0.000& 0.000& 0.000& 277.4 & 153.4 & 9
10 277.9 #1352 # 92.97 & 1.614& 22.73 & 0.000& 0.000& 0.000& 0.000& 0.000& 340.8 & 107.6 & 10
11 371.6 #3783 " 83.68 & 1.004& 21.60 & 0.000& 0.000& 0.000& 0.000& 0.000&1964 $ 79.14 & 11
12 596.9 #3347 75.17 & 0.552& 20.99 & 0.000& 0.000& 0.000& 0.000& 0.000& 508.4 $ 843.0 & 12
13 878.2 #1491 " 70.35 & 0.348& 22.92 & 0.000& 0.000& 0.000& 0.000& 0.000& 319.9 $9951 $ 13
14 553.3 # 912.5 # 62.28 & 2.002& 24.12 & 0.000& 0.000& 0.000& 0.000& 0.000& 195.7 $3758 $ 14
15 655.6 # 629.0 # 88.72 &2868 # 22.59 & 0.000& 0.000& 0.000& 0.000& 12.91 & 128.8 &2170 $ 15
16 947.7 # 441.3 # 103.2 & 628.2 # 20.89 & 0.000& 0.000& 0.000& 0.000& 169.6 & 92.12 &3175 $ 16
17 345.7 # 341.4 # 83.09 & 246.0 # 19.06 & 0.000& 0.000& 0.000& 0.000& 13.28 & 125.6 &1649 $ 17
18 459.4 # 277.7 # 67.35 & 165.0 # 17.23 & 0.000& 0.000& 0.000& 0.000& 0.026& 439.6 $3378 $ 18
19 670.1 # 239.8 # 54.56 & 178.4 & 15.29 & 0.000& 0.000& 0.000& 0.000& 0.000& 179.9 $1926 # 19
20 633.1 # 369.2 # 44.16 & 270.1 # 13.35 & 0.000& 0.000& 0.000& 0.000& 9.467& 144.5 & 972.0 # 20
21 946.6 #1678 # 36.10 & 174.0 # 11.58 & 0.000& 0.000& 0.000& 0.000& 29.35 & 733.7 & 835.8 # 21
22 894.3 #1006 # 29.70 & 132.9 & 9.898& 0.000& 0.000& 0.000& 0.000& 0.754&2493 $1678 # 22
23 2861 " 789.9 # 26.23 & 106.6 & 8.117& 0.000& 0.000& 0.000& 0.000& 0.000&1090 $3367 # 23
24 955.6 # 681.7 # 103.9 & 90.04 & 6.562& 0.000& 0.000& 0.000& 0.000& 0.000& 665.2 $2479 # 24
25 630.5 # 486.6 # 87.03 & 76.27 & 4.991& 0.000& 0.000& 0.000& 0.000& 0.000& 440.6 $3117 $ 25
26 460.5 # 366.8 # 57.70 & 65.54 & 3.866& 0.000& 0.000& 0.000& 0.000& 0.000&4875 #1872 " 26
27 369.6 # 315.5 # 40.64 & 56.48 & 2.863& 0.000& 0.000& 0.000& 0.000& 0.000& 767.6 #6136 " 27
28 338.9 # 258.3 # 30.93 & 53.32 & 1.986& 0.000& 0.000& 0.000& 0.000& 74.93 &2444 #6002 " 28
29 295.3 # 26.49 & 54.59 & 1.317& 0.000& 0.000& 0.000& 0.000& 64.81 &9402 #3467 29
30 244.4 # 22.64 & 49.97 & 0.855& 0.000& 0.000& 0.000& 0.000& 244.0 &5032 #1864 " 30
31 217.3 # 19.59 & 0.470& 0.000& 0.000& 187.1 & 1228 " 31
Mean 551.3 & 814.3 # 89.02 & 176.6 & 18.41 & 0.020& 0.000& 0.000& 0.000& 26.00 &1126 &2105 &
Median 404.8 & 436.3 # 83.09 & 51.65 & 20.89 & 0.000& 0.000& 0.000& 0.000& 0.000& 330.3 &1678 &
Maximum 2861 &3783 # 253.8 &2868 & 45.53 & 0.266& 0.000& 0.000& 0.000& 244.0 &9402 &9951 &
Minimum 119.6 & 155.1 # 19.59 & 0.348& 0.470& 0.000& 0.000& 0.000& 0.000& 0.000& 18.65 & 79.14 &
Total 17090 &22801 # 2760 & 5297 & 570.8 & 0.61& 0.00& 0.00& 0.00& 806.1 &33772 &65244 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 406.4 & " ... Relative Uncertainty +/-10%
Ann. Median 22.64 & # ... Relative Uncertainty +/-15%
Annual Total 148341 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 9951 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 913.4 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.71& 1
2 689.0 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.91& 2
3 553.4 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.36& 3
4 450.1 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 91.43& 4
5 376.6 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 344.8 # 5
6 918.7 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 102.0 & 6
7 5420 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 40.66& 7
8 3300 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 22.25& 8
9 18614 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 14.39& 9
10 11777 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10.11& 10
11 5905 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7.44& 11
12 3329 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.80& 12
13 6848 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.22& 13
14 2529 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 204.0 & 14
15 3188 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 417.0 # 15
16 2477 # 7209 # [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 284.6 # 16
17 9385 # 4661 # [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 300.4 # 17
18 4231 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 703.2 # 18
19 2726 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 867.7 # 19
20 2970 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 521.4 # 20
21 1665 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 383.0 & 334.7 # 21
22 1467 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 243.0 # 2312 # 22
23 1371 $ [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 205.1 & 7266 " 23
24 2295 $ [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 90.54& 6097 24
25 1654 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 51.45& 2299 " 25
26 1153 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 17.75& 1155 " 26
27 1587 # [ ] [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 10.37& 1713 # 27
28 1502 # [ ] [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9.61& 4021 " 28
29 963.9 # [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.70& 2470 " 29
30 1252 # [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.66& 2077 " 30
31 [ ] [ ] 0.00& 0.00& 0.00& 0.00& 1640 " 31
Mean 3384 $5935 # [ ] [ ] 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 34.01 &1140 &
Median 1980 $5935 # [ ] [ ] 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 334.7 &
Maximum 18614 $ 7209 # [ ] [ ] 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 383.0 & 7266 &
Minimum 376.6 $4661 # [ ] [ ] 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.356&
Total 101510 $ 11870 # [ ] [ ] 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 1020 & 35333 &
Missing Days 1 26 31 30 27 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 598.9 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 149733 & $ ... Relative Uncertainty +/-20%
Missing Days 115 & ... Relative Uncertainty +/-30%
[ ... Not Available
Maximum Minimum
Daily 18614 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 2110 " 1875 " 23068 # 1193 " 1726 " 184.2# 55.9& 6.6& 0.0& 0.0& 18.2& 0.0& 1
2 2480 " 1331 " 25550 # 1143 " 1480 " 174.9# 52.6& 6.2& 0.0& 0.0& 15.3& 208.2& 2
3 3254 1020 " 51918 & 1018 " 1300 " 169.9# 51.1& 5.4& 0.0& 0.0& 12.6& 77.5& 3
4 2149 " 828.8#114089 & 917.8# 1163 " 164.6# 49.4& 4.9& 0.0& 0.0& 9.8& 2497 & 4
5 1461 " 687.1# 54160 & 853.9# 1052 " 160.5# 47.7& 4.5& 0.0& 0.0& 7.8& 38385 & 5
6 1326 " 615.5# 27269 # 815.0# 959.9" 156.5# 46.1& 4.2& 0.0& 0.0& 6.1& 15381 " 6
7 1320 " 1085 # 19187 $ 781.3# 880.9# 151.8# 44.4& 4.0& 0.0& 0.0& 4.8& 4882 7
8 5007 1529 " 48662 & 734.3# 814.9# 147.2# 43.1& 3.7& 0.0& 0.0& 3.6& 2635 8
9 3706 49255 & 49473 & 676.1# 757.7# 147.1# 42.0& 3.3& 0.0& 0.0& 2.6& 2244 " 9
10 1873 " 24651 $ 27768 # 623.5# 712.3# 142.8& 40.2& 3.1& 0.0& 0.0& 1.8& 1527 " 10
11 1387 " 10962 " 26225 # 602.6# 667.4# 138.5& 38.2& 2.8& 0.0& 0.0& 1.1& 1089 " 11
12 5188 " 9037 " 18024 " 574.9# 626.5# 132.7& 38.0& 2.4& 0.0& 0.0& 0.6& 846.0# 12
13 2449 " 7391 " 8500 " 542.1# 582.5# 128.0& 37.8& 2.1& 0.0& 0.0& 0.3& 735.9# 13
14 1594 " 14927 " 7361 517.6# 539.6# 122.0& 37.0& 1.7& 0.0& 0.0& 0.2& 780.5# 14
15 1394 " 13402 " 27082 & 478.8# 492.7# 118.0& 36.9& 1.3& 0.0& 0.0& 0.1& 616.8# 15
16 7626 " 7706 83476 & 456.1# 448.3# 115.2& 34.9& 1.0& 0.0& 0.0& 0.0& 504.7# 16
17 3027 5462 29426 $ 531.9# 406.4# 113.6& 31.4& 0.8& 0.0& 0.0& 0.0& 431.2# 17
18 1783 " 16954 # 11993 " 579.5# 375.0# 110.3& 28.0& 0.7& 0.0& 0.0& 0.0& 423.2# 18
19 1233 " 7603 7935 686.6# 350.6# 106.2& 24.4& 0.5& 0.0& 8768 & 0.0& 594.3# 19
20 878.1# 5125 5900 1108 # 334.2# 102.8& 22.2& 0.4& 0.0& 582.1$ 0.0& 532.5# 20
21 680.2# 3754 4884 1445 " 319.1# 99.6& 19.9& 0.3& 0.0& 245.4$ 0.0& 297.8# 21
22 746.8# 2926 5507 " 13952 # 304.1# 94.8& 17.7& 0.3& 0.0& 157.9& 0.0& 216.3# 22
23 1169 " 2566 6078 " 38677 $ 287.3# 88.8& 16.2& 0.2& 0.0& 103.2& 0.0& 172.8# 23
24 840.3# 30942 & 3369 13473 " 277.3# 83.0& 14.9& 0.1& 0.0& 74.5& 0.0& 136.9& 24
25 1404 # 67415 & 2673 8954 " 266.3# 77.0& 13.8& 0.1& 0.0& 59.2& 0.0& 113.4& 25
26 3654 20114 # 2306 5565 273.2# 72.8& 12.3& 0.1& 0.0& 48.1& 0.0& 94.5& 26
27 3978 37274 & 2023 4068 264.2# 69.6& 11.0& 0.0& 0.0& 40.5& 0.0& 74.3& 27
28 2374 66051 & 1752 " 3138 242.8# 66.2& 9.2& 0.0& 0.0& 34.4& 0.0& 89.8& 28
29 14916 # 64572 & 1535 " 2485 224.5# 64.5& 7.9& 0.0& 0.0& 30.1& 0.0& 74.7& 29
30 7155 " 1409 " 2054 208.6# 59.9& 7.1& 0.0& 0.0& 25.3& 0.0& 58.1& 30
31 3035 1311 " 194.8# 6.8& 0.0& 21.3& 44.2& 31
Mean 2942 #16450 &22578 & 3621 $ 597.8 # 118.8 & 30.26& 1.96& 0.00& 328.7 & 2.84& 2444 &
Median 2110 # 7603 &11993 & 885.9 $ 448.3 # 116.6 & 34.88& 0.99& 0.00& 0.00& 0.06& 431.2 &
Maximum 14916 # 67415 &114089 & 38677 $ 1726 # 184.2& 55.9& 6.6& 0.0& 8768 & 18.2& 38385 &
Minimum 680.2 # 615.5 &1311 & 456.1 $ 194.8 # 59.91 & 6.757& 0.000& 0.000& 0.000& 0.000& 0.003&
Total 91198 #477058 &699914 &108645 $ 18532 # 3563 & 938.0& 60.8& 0.0& 10190 & 85.1& 75765 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4060 & " ... Relative Uncertainty +/-10%
Ann. Median 154.2 & # ... Relative Uncertainty +/-15%
Annual Total 1485948& $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 114089 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 33.24& 480.1 # 2997 1506 # 38.71& 4.88& 0.81& 0.01& 0.00& 0.00& 0.02& 0.14& 1
2 24.66& 425.0 #10949 & 1299 # 34.96& 4.85& 0.75& 0.00& 0.00& 0.00& 0.04& 0.08& 2
3 18.53& 696.6 #49231 & 1129 & 32.42& 4.70& 0.70& 0.00& 0.00& 0.00& 0.01& 0.05& 3
4 13.49& 2956 "23508 # 993.6 & 29.64& 4.35& 0.66& 0.00& 0.00& 0.00& 0.00& 0.04& 4
5 10.27& 3058 10579 " 854.3 & 26.98& 4.10& 0.61& 0.00& 0.00& 0.00& 0.00& 0.02& 5
6 8.57& 2899 9864 " 748.4 & 23.49& 3.93& 0.58& 0.00& 0.00& 0.00& 0.00& 0.02& 6
7 6.11& 1598 " 6883 674.4 & 20.55& 3.72& 0.55& 0.00& 0.00& 0.00& 0.00& 0.01& 7
8 3.27& 1188 " 5453 612.2 & 18.20& 3.52& 0.52& 0.00& 0.00& 0.00& 0.00& 8.51& 8
9 2.00& 830.4 # 3588 542.6 & 16.35& 3.38& 0.49& 0.00& 0.00& 1068 & 0.00& 0.49& 9
10 1.21& 806.6 #13725 # 470.4 & 14.98& 3.19& 0.46& 0.00& 0.00& 377.1 & 0.00& 1573 & 10
11 0.90& 585.5 # 8105 " 409.4 & 14.02& 3.00& 0.43& 0.00& 0.00& 81.00& 0.00& 1680 # 11
12 1052 & 434.1 # 4888 359.5 & 13.35& 2.85& 0.40& 0.00& 0.00& 24.38& 3120 & 1970 # 12
13 518.5 # 3663 # 3425 314.2 & 13.00& 2.71& 0.37& 0.00& 0.00& 10.45& 4905 " 981.7 & 13
14 233.1 # 2748 3165 271.8 & 12.85& 2.57& 0.35& 0.00& 0.00& 4.97& 2324 # 1061 & 14
15 203.0 # 2282 " 2369 239.4 & 12.93& 2.40& 0.31& 0.00& 0.00& 209.9 & 1168 & 1066 & 15
16 493.2 # 3980 8740 " 209.2 & 14.30& 2.27& 0.26& 0.00& 0.00& 72.43& 533.6 & 612.9 & 16
17 699.6 #48165 &11039 " 184.7 & 13.01& 2.15& 0.23& 0.00& 0.00& 17.37& 261.2 & 323.1 & 17
18 423.9 #17728 #38887 # 165.6 & 11.19& 2.04& 0.20& 0.00& 0.00& 10.11& 134.4 & 1519 & 18
19 285.0 # 8660 38878 # 148.7 & 9.93& 1.94& 0.17& 0.00& 0.00& 3.58& 73.61& 1136 & 19
20 242.8 #25923 #19776 " 138.1 & 8.93& 1.84& 0.15& 0.00& 0.00& 1.67& 36.36& 450.4 & 20
21 2363 #16996 # 9226 " 123.0 & 8.47& 1.71& 0.13& 0.00& 0.00& 103.4 & 19.50& 216.4 & 21
22 1300 # 6951 6333 106.9 & 8.30& 1.59& 0.11& 0.00& 0.00& 29.91& 11.69& 119.6 & 22
23 666.3 # 4481 4757 91.83& 8.24& 1.47& 0.09& 0.00& 0.00& 10.68& 7.31& 68.98& 23
24 396.5 # 3197 9923 # 79.41& 8.05& 1.36& 0.07& 0.00& 0.00& 4.44& 4.44& 40.21& 24
25 310.8 # 2342 18533 # 69.17& 7.93& 1.25& 0.06& 0.00& 0.00& 2.13& 2.75& 25.44& 25
26 289.6 # 1775 " 6984 61.94& 7.80& 1.15& 0.04& 0.00& 0.00& 0.98& 1.65& 23.01& 26
27 307.4 # 1427 " 4595 56.49& 7.28& 1.06& 0.03& 0.00& 0.00& 0.38& 0.94& 84.75& 27
28 939.7 # 2178 " 3397 " 51.56& 6.68& 0.99& 0.02& 0.00& 0.00& 0.20& 0.56& 17.47& 28
29 627.1 # 2654 " 47.78& 6.21& 0.92& 0.02& 0.00& 0.00& 0.12& 0.29& 278.6 & 29
30 529.2 # 2142 " 43.09& 5.62& 0.86& 0.01& 0.00& 0.00& 0.07& 0.20& 34.31& 30
31 552.9 # 1775 # 5.12& 0.01& 0.00& 0.03& 23.57& 31
Mean 405.0 & 6016 &11173 & 400.1 & 14.82& 2.56& 0.31& 0.00& 0.00& 65.59& 420.2 & 429.5 &
Median 289.6 &2545 &6984 & 224.3 & 12.93 & 2.331& 0.260& 0.000& 0.000& 2.133& 1.297& 68.98 &
Maximum 2363 &48165 &49231 & 1506 & 38.71& 4.88& 0.81& 0.01& 0.00& 1068 & 4905 & 1970 &
Minimum 0.898& 425.0 &1775 & 43.09 & 5.115& 0.863& 0.008& 0.000& 0.000& 0.000& 0.001& 0.009&
Total 12556 &168454 &346371 & 12002 & 459.5& 76.7& 9.6& 0.0& 0.0& 2033 & 12606 & 13314 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1556 & " ... Relative Uncertainty +/-10%
Ann. Median 8.300& # ... Relative Uncertainty +/-15%
Annual Total 567883 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 49231 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 54.3& 274.3& 12288 $ 164.9& 6.2& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 363.1& 1
2 125.3& 243.9& 7096 $ 154.0& 5.3& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 1436 & 2
3 833.7& 707.0& 4006 $ 151.7& 4.5& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 1063 & 3
4 651.5& 555.1& 2814 $ 141.7& 3.8& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 312.0& 4
5 377.3& 328.8& 2190 $ 128.5& 3.3& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 174.7& 5
6 804.1& 231.8& 1809 $ 188.0& 2.8& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 56.1& 6
7 292.6& 157.3& 1501 $ 714.5& 2.4& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 30.5& 7
8 134.4& 429.2& 1279 $ 418.3& 2.1& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 17.0& 8
9 79.9& 660.7& 1094 $ 236.0& 1.8& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 10.5& 9
10 4583 & 1838 & 940.7$ 167.1& 1.7& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 7.1& 10
11 3595 " 968.8& 831.2& 122.8& 1.5& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 5.3& 11
12 1869 # 493.8& 736.0& 91.1& 1.3& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 3.6& 12
13 3022 " 286.9& 657.1& 65.5& 1.2& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 8.8& 13
14 1857 # 347.4& 601.4& 53.9& 1.0& 0.0& 0.0& 0.0& 0.0& 0.0& 2.6& 6.2& 14
15 1180 & 400.4& 620.4& 43.9& 0.9& 0.0& 0.0& 0.0& 0.0& 0.0& 1.2& 3.6& 15
16 666.5& 414.7& 1106 # 36.6& 0.7& 0.0& 0.0& 0.0& 0.0& 0.0& 0.3& 2.0& 16
17 400.7& 1674 # 745.4& 31.1& 0.6& 0.0& 0.0& 0.0& 0.0& 0.0& 0.1& 1.2& 17
18 246.1& 5058 # 594.5& 24.6& 0.5& 0.0& 0.0& 0.0& 0.0& 0.0& 0.1& 0.7& 18
19 159.5& 17559 " 538.9& 21.7& 0.4& 0.0& 0.0& 0.0& 0.0& 0.0& 94.8& 0.4& 19
20 105.6& 34925 # 500.5& 19.2& 0.3& 0.0& 0.0& 0.0& 0.0& 0.0& 72.4& 0.2& 20
21 69.9&196086 & 477.2& 17.5& 0.3& 0.0& 0.0& 0.0& 0.0& 0.0& 13.1& 1.3& 21
22 55.7&128839 & 446.0& 15.8& 0.3& 0.0& 0.0& 0.0& 0.0& 0.0& 5.6& 24.7& 22
23 39.0& 19834 $ 409.2& 14.5& 0.2& 0.0& 0.0& 0.0& 0.0& 0.0& 4.2& 12.6& 23
24 27.4& 7725 $ 367.8& 13.2& 0.2& 0.0& 0.0& 0.0& 0.0& 0.0& 1264 & 7.2& 24
25 20.9& 3148 $ 338.7& 12.0& 0.1& 0.0& 0.0& 0.0& 0.0& 0.0& 130.7& 4.8& 25
26 45.7& 1503 $ 320.4& 10.7& 0.1& 0.0& 0.0& 0.0& 0.0& 0.0& 55.7& 2.9& 26
27 20.8& 4254 $ 292.7& 9.8& 0.1& 0.0& 0.0& 0.0& 0.0& 0.0& 80.1& 8.4& 27
28 117.1& 3685 $ 258.6& 8.7& 0.1& 0.0& 0.0& 0.0& 0.0& 0.0& 347.8& 6.2& 28
29 37.3& 228.8& 8.0& 0.1& 0.0& 0.0& 0.0& 0.0& 0.0& 63.1& 4.5& 29
30 315.0& 199.8& 6.9& 0.1& 0.0& 0.0& 0.0& 0.0& 0.0& 323.8& 2.9& 30
31 434.5& 183.1& 0.0& 0.0& 0.0& 0.0& 2.0& 31
Mean 716.8 &15451 & 1467 & 103.1 & 1.41& 0.01& 0.00& 0.00& 0.00& 0.00& 81.97& 115.5 &
Median 246.1 & 837.9 & 620.4 & 40.22 & 0.740& 0.001& 0.000& 0.000& 0.000& 0.000& 0.213& 6.231&
Maximum 4583 &196086 & 12288 & 714.5& 6.2& 0.0& 0.0& 0.0& 0.0& 0.0& 1264 & 1436 &
Minimum 20.84 & 157.3 & 183.1 & 6.912& 0.043& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.245&
Total 22221 &432629 & 45472 & 3092 & 43.7& 0.2& 0.0& 0.0& 0.0& 0.0& 2459 & 3579 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1396 & " ... Relative Uncertainty +/-10%
Ann. Median 0.373& # ... Relative Uncertainty +/-15%
Annual Total 509496 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 196086 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 1.05& 107.2 &10112 " 1.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.04& 1
2 0.55& 48.11& 4802 0.84& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.02& 2
3 0.30& 39.69& 2854 " 0.59& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 3
4 0.17& 19.53& 1779 " 0.40& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 4
5 0.09& 11.06& 1303 " 0.30& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 0.05& 7.11& 3708 " 0.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 0.03& 4.57& 1481 " 0.15& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18.89& 7
8 0.02& 2.74& 827.9 & 0.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 456.5 & 8
9 0.01& 1.74& 527.0 & 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 235.1 & 9
10 0.01& 1.15& 363.2 & 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 146.1 & 10
11 0.00& 0.76& 240.9 & 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 160.5 & 45.02& 11
12 0.00& 0.65& 161.5 & 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 415.9 & 2448 & 12
13 0.00& 0.34& 109.5 & 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 426.1 & 687.9 & 13
14 0.00& 4327 & 73.47& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 100.1 & 7244 & 14
15 0.00& 640.4 & 53.57& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 33.46& 8409 " 15
16 0.00& 868.9 & 40.40& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17.92& 2895 " 16
17 0.00& 343.5 & 30.81& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 13.39&11684 " 17
18 0.00& 404.1 & 23.67& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17.34& 1904 " 18
19 0.00& 428.1 & 19.49& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10.02& 742.0 & 19
20 0.00& 280.0 & 16.16& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.69& 350.0 & 20
21 0.00& 5055 " 13.35& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4.01& 162.4 & 21
22 0.00& 7917 " 11.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.61& 78.34& 22
23 0.00& 9131 " 9.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4.44& 56.80& 23
24 0.00& 6849 " 7.60& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.17& 9438 & 24
25 0.00&26547 & 6.63& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.79& 3116 " 25
26 0.00&18001 " 5.52& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.92& 1708 " 26
27 124.8 &14177 " 4.35& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.43& 1096 " 27
28 1996 &12678 " 3.43& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.22& 705.8 & 28
29 736.4 & 2.57& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.12& 505.6 & 29
30 621.7 & 1.88& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.06& 927.0 & 30
31 123.2 & 1.45& 0.00& 0.00& 0.00& 0.00& 69630 & 31
Mean 116.3 &3853 & 922.4 & 0.134& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 40.64 &4022 &
Median 0.003& 311.7 & 40.40 & 0.013& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.354& 505.6 &
Maximum 1996 &26547 &10112 & 1.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 426.1 &69630 &
Minimum 0.000& 0.345& 1.454& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.001&
Total 3604 &107892 & 28593 & 4.0& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 1219 &124689 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 728.8 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 266001 &
Maximum Minimum
Daily 69630 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 55633 & 2235 "18561 # 1295 " 17.36& 18.44& 0.94& 0.01& 0.00& 0.00& 0.00& 0.00& 1
2 34582 # 8032 " 9937 " 1633 " 15.94& 16.01& 0.91& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 19820 #13696 " 5409 1179 " 14.48& 15.65& 0.88& 0.00& 0.00& 0.00& 0.00& 1.66& 3
4 7257 " 4356 8361 " 824.6 & 13.38& 18.25& 0.84& 0.00& 0.00& 0.00& 0.00& 37.00& 4
5 4297 2527 "16720 # 612.6 & 13.03& 17.23& 0.80& 0.00& 0.00& 0.00& 0.00& 15.95& 5
6 13474 " 1985 "13387 " 486.9 & 12.89& 15.35& 0.72& 0.00& 0.00& 0.00& 0.00& 24.43& 6
7 7320 " 1448 " 5852 " 395.3 & 12.76& 13.45& 0.63& 0.00& 0.00& 0.00& 0.00& 9.52& 7
8 3390 " 5576 " 3968 330.7 & 12.16& 12.02& 0.52& 0.00& 0.00& 0.00& 0.00& 4.70& 8
9 15907 "38942 $22602 # 277.3 & 11.53& 11.21& 0.45& 0.00& 0.00& 0.00& 0.00& 2.30& 9
10 10671 "35906 $ 7078 " 232.6 & 10.94& 10.49& 0.38& 0.00& 0.00& 0.00& 0.00& 1.07& 10
11 4487 39427 $ 4099 195.7 & 10.31& 8.93& 0.32& 0.00& 0.00& 0.00& 0.00& 0.52& 11
12 2682 "21008 " 2909 " 165.9 & 9.62& 7.54& 0.28& 0.00& 0.00& 0.00& 0.00& 0.27& 12
13 1800 "11983 " 2205 " 142.7 & 9.04& 6.44& 0.25& 0.00& 0.00& 0.00& 0.00& 0.14& 13
14 1260 " 6996 " 1744 " 122.5 & 8.47& 5.49& 0.21& 0.00& 0.00& 0.00& 2.06& 0.07& 14
15 936.4 & 5139 1454 " 105.7 & 8.06& 4.78& 0.17& 0.00& 0.00& 0.00& 8.12& 532.7 & 15
16 732.2 & 3757 1235 " 90.36& 7.67& 4.15& 0.13& 0.00& 0.00& 0.00& 5.65& 954.0 & 16
17 560.6 &10285 " 1543 " 77.11& 8.31& 3.41& 0.10& 0.00& 0.00& 0.00& 3.80& 23.04& 17
18 406.5 & 5820 " 2322 " 66.14& 9.10& 2.88& 0.07& 0.00& 0.00& 0.00& 2.49& 6.16& 18
19 295.4 & 3483 " 1688 " 58.01& 8.69& 2.44& 0.05& 0.00& 0.00& 0.00& 1.65& 2.47& 19
20 215.1 & 2457 " 1387 " 51.07& 7.61& 2.23& 0.04& 0.00& 0.00& 0.00& 1.03& 2.36& 20
21 159.5 & 3844 " 1974 " 44.79& 6.59& 2.02& 0.04& 0.00& 0.00& 0.00& 0.62& 12.49& 21
22 116.0 & 8612 " 5242 " 39.76& 5.95& 1.82& 0.03& 0.00& 0.00& 0.00& 0.36& 28.92& 22
23 86.23&38089 & 4209 " 35.60& 5.51& 1.68& 0.02& 0.00& 0.00& 0.00& 0.26& 456.9 & 23
24 65.32&30696 # 5518 " 32.17& 5.29& 1.56& 0.02& 0.00& 0.00& 0.00& 0.18& 52.56& 24
25 96.08&30507 # 4298 " 29.59& 5.13& 1.48& 0.02& 0.00& 0.00& 0.00& 0.11& 120.5 & 25
26 248.6 &16224 " 3370 " 26.49& 4.98& 1.45& 0.02& 0.00& 0.00& 0.00& 0.07& 841.5 & 26
27 720.7 &16170 " 2411 " 23.99& 4.99& 1.32& 0.01& 0.00& 0.00& 0.00& 0.04& 485.4 & 27
28 2772 & 8969 " 1761 " 21.92& 254.8 & 1.21& 0.01& 0.00& 0.00& 0.00& 0.02& 700.8 & 28
29 8406 " 9654 " 1375 " 20.38& 127.4 & 1.09& 0.01& 0.00& 0.00& 0.00& 0.01& 1234 & 29
30 3580 " 1124 " 18.90& 37.58& 1.00& 0.01& 0.00& 0.00& 0.00& 0.00& 1973 & 30
31 1980 " 946.2 " 23.22& 0.01& 0.00& 0.00& 428.9 & 31
Mean 6579 &13373 & 5313 # 287.8 & 22.67& 7.03& 0.29& 0.00& 0.00& 0.00& 0.88& 256.6 &
Median 1980 &8612 &3370 # 98.01 & 9.622& 4.466& 0.130& 0.000& 0.000& 0.000& 0.018& 15.95 &
Maximum 55633 &39427 &22602 # 1633 & 254.8 & 18.44& 0.94& 0.01& 0.00& 0.00& 8.12& 1973 &
Minimum 65.32 &1448 & 946.2 # 18.90 & 4.977& 1.003& 0.008& 0.000& 0.000& 0.000& 0.000& 0.001&
Total 203956 &387821 &164690 # 8635 & 702.8& 211.0& 8.9& 0.0& 0.0& 0.0& 26.5& 7953 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2115 & " ... Relative Uncertainty +/-10%
Ann. Median 5.391& # ... Relative Uncertainty +/-15%
Annual Total 774004 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 55633 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 2000 & 3034 & 1.54& 15.32& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 5518 " 1670 " 15.39& 11.87& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 13.61& 0.00& 2
3 4229 " 3592 " 7.13& 9.45& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.25& 0.00& 3
4 2416 " 2014 " 3.64& 7.69& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.30& 0.00& 4
5 1040 & 844.9 & 1.72& 6.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.08& 1171 & 5
6 436.7 & 440.6 & 3.20& 4.66& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.04& 770.6 & 6
7 204.3 & 230.2 & 32.44& 3.54& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.04& 225.2 & 7
8 122.7 & 126.4 & 15.34& 2.65& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 94.28& 91.26& 8
9 57.99& 80.54& 4.08& 1.97& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2074 & 609.5 & 9
10 32.96& 254.9 & 1.71& 1.49& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 112.3 & 159.7 & 10
11 20.97& 125.5 & 1.75& 1.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18.26& 190.8 & 11
12 16.57& 136.6 & 5.77& 0.79& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7.37& 173.1 & 12
13 316.9 & 156.6 & 7.22& 0.54& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.62& 166.6 & 13
14 431.2 & 66.47& 4.70& 0.35& 0.00& 0.00& 0.00& 0.00& 0.00& 40.28& 1.79& 821.0 & 14
15 270.4 & 146.7 & 2.71& 0.25& 0.00& 0.00& 0.00& 0.00& 0.00& 50.86& 23.09& 355.1 & 15
16 76.74& 63.70& 16.99& 0.18& 0.00& 0.00& 0.00& 0.00& 0.00& 21.04& 19.77& 105.4 & 16
17 33.52& 32.91&12084 & 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 7.35& 7.46& 47.00& 17
18 18.93& 19.65& 5695 " 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 14.18& 3.49& 32.10& 18
19 12.23& 12.99& 1910 " 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 14.39& 1.74& 17.87& 19
20 8.07& 26.74& 1037 & 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 5.00& 0.88& 11.60& 20
21 5.51& 10.79& 2987 " 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 1.50& 0.41& 7.90& 21
22 3.67& 20.13& 960.1 & 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.51& 0.22& 5.26& 22
23 1328 & 24.96& 595.2 & 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.22& 0.12& 3.33& 23
24 815.5 & 12.96& 382.2 & 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.09& 0.07& 2.10& 24
25 215.0 & 11.36& 227.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.04& 0.04& 67.15& 25
26 79.38& 5.86& 139.4 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.03& 0.02& 1293 & 26
27 464.9 & 3.40& 84.23& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.02& 0.02&23108 & 27
28 564.2 & 2.09& 53.90& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 0.01&13377 # 28
29 1775 & 37.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 3146 " 29
30 1644 & 25.87& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 4244 " 30
31 435.8 & 19.65& 0.00& 0.00& 0.00& 0.00& 6881 " 31
Mean 793.4 & 470.3 & 850.5 & 2.277& 0.000& 0.000& 0.000& 0.000& 0.000& 5.017& 79.50 &1841 &
Median 270.4 & 73.51 & 19.65 & 0.218& 0.000& 0.000& 0.000& 0.000& 0.000& 0.005& 0.648& 159.7 &
Maximum 5518 & 3592 &12084 & 15.32& 0.00& 0.00& 0.00& 0.00& 0.00& 50.86& 2074 &23108 &
Minimum 3.673& 2.090& 1.543& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.001&
Total 24595 &13167 &26365 & 68.30& 0.00& 0.00& 0.00& 0.00& 0.00& 155.5 & 2385 &57082 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 339.2 & " ... Relative Uncertainty +/-10%
Ann. Median 0.008& # ... Relative Uncertainty +/-15%
Annual Total 123817 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 23108 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 4921 4743 604.7 & 4211 573.2 & 48.73& 29.35& 15.88& 1.43& 0.00& 0.00& 0.00& 1
2 2424 " 3524 600.0 & 3308 " 402.8 & 47.75& 28.58& 15.44& 1.23& 0.00& 0.00& 0.00& 2
3 5659 " 2729 " 496.6 & 2701 " 270.9 & 46.65& 27.89& 14.67& 1.07& 0.00& 0.00& 0.00& 3
4 3545 " 2267 " 445.0 & 2276 " 217.6 & 45.55& 27.28& 14.12& 0.96& 0.00& 0.00& 0.00& 4
5 1608 " 2312 " 833.1 & 1932 " 188.6 & 44.23& 26.28& 13.39& 0.81& 0.00& 0.00& 0.00& 5
6 1136 " 7390 " 1754 " 1656 " 169.6 & 42.96& 25.40& 12.94& 0.67& 0.00& 0.00& 0.00& 6
7 828.3 & 6408 " 1268 " 1449 " 155.8 & 42.09& 24.33& 12.05& 0.55& 0.00& 0.00& 0.00& 7
8 505.2 & 4359 9513 " 1289 " 144.0 & 41.51& 23.49& 11.32& 0.45& 0.00& 0.00& 0.00& 8
9 323.7 & 5619 "15441 " 1154 " 135.0 & 41.07& 22.98& 10.62& 0.38& 0.00& 0.00& 0.00& 9
10 204.7 & 6815 " 6061 " 1043 " 126.2 & 40.70& 22.63& 10.06& 0.31& 0.00& 0.00& 0.00& 10
11 157.2 & 4391 3905 957.8 " 120.2 & 40.46& 22.38& 9.65& 0.25& 0.00& 0.00& 222.3 & 11
12 118.3 & 3267 " 3995 " 889.6 & 115.7 & 39.76& 22.26& 9.12& 0.21& 0.00& 0.00& 1046 & 12
13 377.4 & 2177 " 9614 " 824.8 & 109.7 & 39.16& 22.05& 8.69& 0.18& 0.00& 0.00& 139.6 & 13
14 588.1 & 1691 " 8855 " 766.2 & 103.6 & 38.56& 21.46& 8.24& 0.13& 0.00& 0.00& 54.07& 14
15 7825 & 1387 " 9860 " 723.0 & 97.14& 38.35& 21.02& 7.84& 0.10& 0.00& 0.00& 33.95& 15
16 12088 " 1171 "10076 " 699.3 & 91.89& 38.54& 20.57& 7.50& 0.08& 0.00& 0.00& 24.39& 16
17 14546 # 1023 " 6098 " 666.9 & 86.31& 38.61& 20.26& 7.09& 0.07& 0.00& 0.00& 22.95& 17
18 20581 # 904.5 & 3819 609.8 & 80.79& 38.47& 19.68& 6.60& 0.05& 0.00& 0.00& 19.49& 18
19 8922 " 845.2 & 2751 " 562.3 & 75.83& 37.71& 19.27& 6.08& 0.04& 0.00& 0.00& 31.75& 19
20 6065 814.7 & 2205 " 518.8 & 72.39& 36.70& 18.80& 5.46& 0.04& 0.00& 0.00& 985.4 & 20
21 4582 1768 & 1912 " 469.4 & 69.64& 35.67& 18.80& 4.95& 0.03& 0.00& 0.00& 2729 & 21
22 7008 " 1711 "14030 " 413.6 & 67.79& 34.95& 19.03& 4.58& 0.02& 0.00& 0.00& 883.4 & 22
23 6572 " 1354 "42012 $ 364.8 & 66.22& 34.20& 19.19& 4.20& 0.02& 0.00& 0.00& 2657 & 23
24 36997 $ 1300 "33684 # 328.5 & 63.82& 33.48& 18.92& 3.85& 0.01& 0.00& 0.00& 1606 " 24
25 35348 # 1088 "22699 # 299.9 & 61.86& 33.02& 18.85& 3.46& 0.01& 0.00& 0.00& 727.3 & 25
26 68607 & 897.2 &22490 # 279.3 & 60.05& 32.37& 18.57& 3.10& 0.00& 0.00& 0.00& 479.6 & 26
27 56799 & 770.4 &19760 # 268.4 & 58.00& 32.01& 18.11& 2.56& 0.00& 0.00& 0.00& 369.6 & 27
28 23907 $ 683.7 &10678 " 258.6 & 55.77& 31.18& 17.68& 2.19& 0.00& 0.00& 0.00& 222.2 & 28
29 9925 " 10548 " 262.9 & 53.35& 30.57& 17.33& 2.03& 0.00& 0.00& 0.00& 156.9 & 29
30 9653 " 9209 " 246.0 & 51.25& 30.09& 16.89& 1.85& 0.00& 0.00& 0.00& 118.5 & 30
31 6348 " 5711 49.86& 16.46& 1.66& 0.00& 90.09& 31
Mean 11554 & 2622 & 9385 & 1048 & 128.9 & 38.50& 21.48& 7.78& 0.30& 0.00& 0.00& 407.1 &
Median 6065 &1739 &6098 & 711.2 & 91.89 & 38.55 & 20.57 & 7.503& 0.093& 0.000& 0.000& 54.07 &
Maximum 68607 & 7390 &42012 & 4211 & 573.2 & 48.73& 29.35& 15.88& 1.43& 0.00& 0.00& 2729 &
Minimum 118.3 & 683.7 & 445.0 & 246.0 & 49.86 & 30.09 & 16.46 & 1.661& 0.000& 0.000& 0.000& 0.000&
Total 358169 & 73411 &290929 & 31429 & 3995 & 1155 & 665.8& 241.2& 9.1& 0.0& 0.0& 12620 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2117 & " ... Relative Uncertainty +/-10%
Ann. Median 38.54 & # ... Relative Uncertainty +/-15%
Annual Total 772624 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 68607 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 67.30& 510.2 & 26.26&11375 " 194.7 $ 46.13$ 250.2 $ 2.21# 0.00# 0.00# 0.00# 0.24# 1
2 55.25& 382.6 & 28.90& 6963 " 176.0 $ 36.95$ 215.8 $ 1.89# 0.00# 0.00# 0.00# 0.11# 2
3 46.35& 288.5 & 40.23& 4892 $ 159.0 $ 30.05$ 185.9 $ 1.57# 0.00# 0.00# 0.00# 0.05# 3
4 39.06& 218.2 & 58.16& 3565 $ 140.9 $ 24.37$ 160.5 $ 1.25# 0.00# 0.00# 0.00# 0.01# 4
5 33.08& 433.6 & 42.56& 2715 $ 123.6 $ 19.81$ 139.1 $ 0.95# 0.00# 0.00# 0.00# 0.00# 5
6 28.43& 360.8 & 26.13& 2186 $ 107.6 $ 15.92$ 120.8 $ 0.69# 0.00# 0.00# 3716 $ 0.00# 6
7 30.89& 410.4 & 20.89& 1746 $ 94.72$ 12.78$ 104.9 $ 0.46# 0.00# 0.00# 4904 $ 0.00# 7
8 1458 & 558.7 & 18.82& 1424 $ 80.98$ 9.92$ 90.55$ 0.29# 0.00# 0.00# 5130 $ 0.00# 8
9 932.1 & 379.9 & 21.21& 1221 $ 69.83$ 8.19$ 77.40$ 0.17# 0.00# 0.00# 4210 $ 0.00# 9
10 5748 & 3606 & 20.43& 1082 $ 60.63$ 6.72# 65.08$ 0.08# 0.00# 0.00# 1422 $ 1.17# 10
11 3846 " 4846 " 17.53& 976.9 $ 50.38$ 5.50# 55.91$ 0.02# 0.00# 0.00# 774.1 $ 317.3 $ 11
12 2591 " 1139 & 15.61& 891.6 $ 42.04$ 4.43# 47.70$ 0.00# 0.00# 0.00# 567.8 $ 536.3 $ 12
13 8490 " 596.4 & 561.9 & 816.5 $ 34.60$ 3.75# 41.05$ 0.00# 0.00# 0.00# 460.1 $ 447.2 $ 13
14 16731 " 396.9 & 351.0 & 752.6 $ 29.87$ 3.23# 35.94$ 0.00# 0.00# 0.00# 310.0 $ 128.5 $ 14
15 11460 " 272.5 & 212.6 & 694.5 $ 26.06$ 2.84# 31.93$ 0.00# 0.00# 0.00# 219.3 $ 57.38$ 15
16 7115 " 194.5 & 489.9 & 640.4 $ 22.94$ 2.55# 28.48$ 0.00# 0.00# 0.00# 147.9 $ 441.0 $ 16
17 6081 " 144.9 & 846.9 & 593.6 $ 20.94$ 2.21# 25.32$ 0.00# 0.00# 0.00# 99.08$ 274.2 $ 17
18 6411 " 109.8 & 1421 & 552.3 $ 24.02$ 2.02# 22.16$ 0.00# 0.00# 0.00# 66.42$ 82.37$ 18
19 3022 " 86.74& 1889 " 513.7 $ 225.7 $ 2.54# 18.84$ 0.00# 0.00# 0.00# 42.66$ 38.24$ 19
20 1570 " 71.96&11598 " 478.2 $ 495.4 $ 7.84$ 15.58$ 0.00# 0.00# 0.00# 26.70$ 40.75$ 20
21 1049 " 60.63&34150 $ 442.9 $ 376.5 $ 14.24$ 12.94$ 0.00# 0.00# 0.00# 16.76$ 407.5 $ 21
22 802.5 & 54.58&20611 # 410.7 $ 295.4 $ 26.37$ 10.69$ 0.00# 0.00# 0.00# 11.32$ 6016 $ 22
23 749.1 & 46.64& 8021 " 381.2 $ 245.8 $ 101.0 $ 8.73$ 0.00# 0.00# 0.00# 7.26$10113 $ 23
24 770.2 & 39.88& 3813 352.9 $ 202.0 $ 131.8 $ 7.56$ 0.00# 0.00# 0.00# 14.13$ 2329 $ 24
25 562.3 & 35.09& 6181 " 324.6 $ 164.0 $ 172.0 $ 6.56# 0.00# 0.00# 0.00# 10.00$ 2148 $ 25
26 395.7 & 32.34&21170 # 299.0 $ 135.0 $ 225.5 $ 5.69# 0.00# 0.00# 0.00# 4.42# 1156 $ 26
27 308.9 & 29.34&17811 " 276.0 $ 113.9 $ 416.7 $ 4.76# 0.00# 0.00# 0.00# 2.28# 861.8 $ 27
28 4478 & 27.19& 7358 " 255.6 $ 96.21$ 369.8 $ 4.00# 0.00# 0.00# 0.00# 1.21# 605.5 $ 28
29 2474 " 7214 " 235.0 $ 81.62$ 328.1 $ 3.54# 0.00# 0.00# 0.00# 0.71# 443.6 $ 29
30 1078 & 73797 & 215.6 $ 68.29$ 291.5 $ 3.03# 0.00# 0.00# 0.00# 0.43# 317.0 $ 30
31 696.9 & 36815 & 56.18$ 2.61# 0.00# 0.00# 227.7 $ 31
Mean 2875 & 547.6 &8214 &1576 $ 129.5 $ 77.50 $ 58.17 $ 0.309# 0.000# 0.000# 738.8 $ 870.7 $
Median 1049 & 245.4 & 561.9 & 667.5 $ 96.21 $ 15.08 $ 28.48 $ 0.000# 0.000# 0.000# 21.73 $ 227.7 $
Maximum 16731 & 4846 &73797 &11375 $ 495.4 $ 416.7 $ 250.2 $ 2.21# 0.00# 0.00# 5130 $10113 $
Minimum 28.43 & 27.19 & 15.61 & 215.6 $ 20.94 $ 2.020$ 2.606$ 0.000# 0.000# 0.000# 0.000$ 0.000$
Total 89121 & 15334 &254648 & 47274 $ 4015 $ 2325 $ 1803 $ 9.6# 0.0# 0.0# 22164 $ 26990 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1270 & " ... Relative Uncertainty +/-10%
Ann. Median 40.23 & # ... Relative Uncertainty +/-15%
Annual Total 463683 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 73797 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 165.4 $ 1215 $ 9595 " 445.8 # 27.20& 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 582.7 # 1
2 118.4 $ 1439 $ 6109 383.4 # 25.32& 0.10& 0.00& 0.00& 0.00& 0.00& 0.00& 860.6 # 2
3 105.3 $ 2812 $ 4155 334.9 # 23.84& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 912.1 # 3
4 82.30$ 5793 $ 2934 " 295.4 # 22.37& 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 454.4 # 4
5 131.2 $ 2539 $ 2220 " 260.6 # 21.14& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 327.9 # 5
6 336.3 $ 1307 $ 1778 " 230.4 # 19.52& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 263.2 # 6
7 3349 $ 917.6 $ 1471 # 204.1 # 18.67& 0.19& 0.00& 0.00& 0.00& 0.00& 0.00& 214.4 # 7
8 1793 $ 8345 $ 1249 # 181.4 # 17.93& 0.33& 0.00& 0.00& 0.00& 0.00& 0.00& 288.4 # 8
9 824.1 $ 6996 $ 1105 # 159.9 # 16.90& 0.32& 0.00& 0.00& 0.00& 0.00& 0.00& 247.5 # 9
10 525.2 $ 5489 $ 995.9 # 143.3 # 15.91& 0.28& 0.00& 0.00& 0.00& 0.00& 0.00& 737.3 # 10
11 502.7 $ 4518 $ 885.9 # 129.4 & 14.65& 0.24& 0.00& 0.00& 0.00& 0.00& 0.00& 1101 # 11
12 1139 $ 4107 $ 791.3 # 117.0 & 13.41& 0.19& 0.00& 0.00& 0.00& 0.00& 0.00& 2260 # 12
13 611.3 $10497 $ 709.3 # 105.7 & 11.94& 0.14& 0.00& 0.00& 0.00& 0.00& 0.00& 921.0 # 13
14 6496 $14349 " 637.4 # 96.62& 10.56& 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 560.3 # 14
15 2981 $ 4872 $ 575.6 # 87.16& 9.35& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 598.9 # 15
16 2582 $ 7583 $ 663.2 # 78.74& 8.16& 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 640.0 # 16
17 1273 $ 9231 " 584.0 # 71.42& 6.97& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 357.1 # 17
18 830.1 $ 7578 $ 521.3 # 65.14& 5.80& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 260.7 # 18
19 593.4 $15522 " 533.2 # 59.77& 4.89& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 214.4 # 19
20 446.2 $ 8162 $ 587.3 # 55.19& 4.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 327.4 # 20
21 327.7 $ 6825 " 519.1 # 51.70& 3.52& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3236 # 21
22 240.1 $ 5498 $ 500.1 # 47.93& 2.95& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2207 # 22
23 265.1 $ 3885 $ 549.0 # 44.98& 2.45& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1121 # 23
24 254.2 $ 7912 $ 478.9 # 42.05& 2.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 824.0 # 24
25 205.8 $ 6466 $ 417.9 # 39.27& 1.64& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4750 # 25
26 117.3 $ 3257 $ 470.6 # 36.53& 1.31& 0.00& 0.00& 0.00& 0.00& 0.00& 723.9 &11843 # 26
27 89.75$ 2449 $ 398.2 # 34.35& 1.05& 0.00& 0.00& 0.00& 0.00& 0.00& 994.6 # 3786 " 27
28 171.2 $18070 & 577.5 # 32.45& 0.79& 0.00& 0.00& 0.00& 0.00& 0.00& 449.0 # 1912 # 28
29 145.0 $30778 $ 1008 # 30.61& 0.54& 0.00& 0.00& 0.00& 0.00& 0.00& 3641 # 1445 # 29
30 837.3 $ 691.1 # 28.88& 0.36& 0.00& 0.00& 0.00& 0.00& 0.00& 1219 # 1031 # 30
31 978.4 $ 539.3 # 0.24& 0.00& 0.00& 0.00& 825.9 # 31
Mean 919.9 $7186 &1427 # 129.8 & 10.18 & 0.076& 0.000& 0.000& 0.000& 0.000& 234.2 &1455 #
Median 446.2 $5793 & 663.2 # 82.95 & 8.157& 0.017& 0.000& 0.000& 0.000& 0.000& 0.000& 824.0 #
Maximum 6496 $30778 & 9595 # 445.8 & 27.20& 0.33& 0.00& 0.00& 0.00& 0.00& 3641 &11843 #
Minimum 82.30 $ 917.6 & 398.2 # 28.88 & 0.236& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 214.4 #
Total 28516 $208408 & 44252 # 3894 & 315.6& 2.3& 0.0& 0.0& 0.0& 0.0& 7027 & 45108 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 922.2 & " ... Relative Uncertainty +/-10%
Ann. Median 1.183& # ... Relative Uncertainty +/-15%
Annual Total 337524 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 30778 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 3041 # 7447 "12316 $ 40.31& 0.68& 0.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 5182 " 9181 "16495 $ 34.59& 0.62& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 4665 "15326 # 6159 " 29.84& 0.56& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 1958 #22047 # 4047 25.30& 0.48& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 1249 #10971 " 2845 " 21.25& 0.44& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 923.2 #15146 # 2103 " 18.22& 0.37& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 749.7 # 7400 " 1658 # 15.41& 0.36& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7
8 808.7 # 8539 " 1347 # 13.48& 0.30& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 561.2 #17951 # 1275 # 11.80& 0.29& 0.15& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 441.9 #24084 $ 1534 # 10.50& 0.27& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 2.39& 10
11 368.8 #17805 # 1111 # 9.33& 0.25& 0.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11
12 384.6 # 9811 " 896.0 # 8.26& 0.24& 0.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12
13 410.8 #14944 # 754.4 # 7.35& 0.23& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 13
14 311.4 # 9791 " 613.3 # 6.38& 0.23& 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 14
15 414.2 # 5782 513.0 # 5.44& 0.20& 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15
16 699.0 # 4108 461.4 # 4.72& 0.19& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16
17 2443 # 3122 " 432.3 # 4.27& 0.19& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17
18 8021 " 2463 " 469.6 # 3.84& 0.18& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18
19 4918 " 2042 " 373.4 # 3.32& 0.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.57& 19
20 4181 2508 " 289.4 # 2.92& 0.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.08& 20
21 2564 " 8861 # 232.5 # 2.63& 0.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.39& 21
22 2239 " 4209 190.7 # 2.37& 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.39& 22
23 44758 & 2915 " 159.2 # 2.06& 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 152.8 & 0.08& 23
24 28285 $ 1980 " 133.3 & 1.86& 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 4.42& 0.01& 24
25 9544 " 1684 # 118.9 & 1.65& 0.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.21& 0.00& 25
26 15677 # 4608 # 107.8 & 1.45& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.04& 0.00& 26
27 32174 $ 3337 95.59& 1.26& 0.12& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 0.00& 27
28 47203 & 2720 " 83.43& 1.08& 0.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 28
29 68338 & 71.91& 0.92& 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 29
30 39766 & 58.33& 0.80& 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30
31 11782 " 48.03& 0.11& 0.00& 0.00& 0.00& 40.43& 31
Mean 11099 & 8599 $ 1838 & 9.75& 0.25& 0.04& 0.00& 0.00& 0.00& 0.00& 5.25& 1.49&
Median 2564 &7423 $ 469.6 & 5.079& 0.192& 0.027& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Maximum 68338 &24084 $16495 & 40.31& 0.68& 0.15& 0.00& 0.00& 0.00& 0.00& 152.8 & 40.43&
Minimum 311.4 &1684 $ 48.03 & 0.800& 0.086& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 344063 &240781 $ 56991 & 292.6& 7.9& 1.2& 0.0& 0.0& 0.0& 0.0& 157.5& 46.3&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1760 & " ... Relative Uncertainty +/-10%
Ann. Median 0.004& # ... Relative Uncertainty +/-15%
Annual Total 642341 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 68338 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 22.39& 1391 # 2681 " 1.11& 0.08& 66.35& 0.00& 0.00& 0.00& 0.00& 103.4 & 0.03& 1
2 0.24& 1122 # 1224 # 0.77& 0.05& 35.54& 0.00& 0.00& 0.00& 0.00& 14.29& 0.01& 2
3 0.02& 1079 # 706.1 # 0.50& 0.03& 21.33& 0.00& 0.00& 0.00& 0.00& 3.94& 0.00& 3
4 0.00& 2408 # 438.4 # 0.36& 0.02& 13.49& 0.00& 0.00& 0.00& 0.00& 1.55& 0.00& 4
5 0.00& 1935 # 273.4 # 0.23& 0.00& 8.75& 0.00& 0.00& 0.00& 0.00& 0.67& 0.00& 5
6 0.00& 614.0 # 169.9 # 0.14& 0.00& 5.69& 0.00& 0.00& 0.00& 0.00& 0.33& 0.00& 6
7 0.00& 692.1 # 105.8 & 0.09& 0.00& 3.85& 0.00& 0.00& 0.00& 0.00& 0.16& 0.00& 7
8 0.00& 2380 " 66.09& 0.06& 0.00& 2.73& 0.00& 0.00& 0.00& 0.00& 0.08& 0.00& 8
9 0.00& 1624 # 41.12& 0.03& 0.00& 2.00& 0.00& 0.00& 0.00& 0.00& 0.04& 0.00& 9
10 66.47& 681.6 # 30.25& 736.1 & 0.00& 1.42& 0.00& 0.00& 0.00& 0.00& 0.01& 0.02& 10
11 1659 & 356.0 # 19.79& 2921 " 0.00& 0.97& 0.00& 0.00& 0.00& 0.00& 0.17& 0.01& 11
12 14172 $ 321.2 # 11.99& 1090 # 0.00& 0.67& 0.00& 0.00& 0.00& 0.00& 34.11& 0.00& 12
13 5561 " 3322 # 8.27& 1865 # 0.00& 0.45& 0.00& 0.00& 0.00& 0.00& 13.08& 72.39& 13
14 1937 # 2460 # 8.22& 581.9 # 0.00& 0.33& 0.00& 0.00& 0.00& 14.08& 1475 & 19.06& 14
15 894.5 # 887.1 # 9.73& 259.3 # 0.00& 0.23& 0.00& 0.00& 0.00& 677.4 # 91.37& 1.82& 15
16 417.7 # 464.0 # 9.30& 108.7 & 0.00& 0.18& 0.00& 0.00& 0.00& 72.28& 18.96& 0.32& 16
17 208.0 # 252.8 # 44.27& 53.22& 0.00& 0.13& 0.00& 0.00& 0.00& 16.70& 4.61& 0.09& 17
18 125.0 & 146.9 & 55.04& 28.65& 0.00& 0.09& 0.00& 0.00& 0.00& 5.51& 1.59& 0.04& 18
19 109.3 & 88.09& 31.82& 16.28& 0.00& 0.07& 0.00& 0.00& 0.00& 2.16& 0.59& 0.02& 19
20 46.52& 52.99& 18.18& 9.67& 0.00& 0.05& 0.00& 0.00& 0.00& 0.94& 0.24& 64.34& 20
21 26.69& 32.83& 11.12& 5.71& 9.63& 0.03& 0.00& 0.00& 0.00& 0.48& 0.11& 18.41& 21
22 22.58& 21.11& 6.59& 3.51& 0.17& 0.02& 0.00& 0.00& 0.00& 0.27& 0.05& 5.04& 22
23 1492 & 1982 & 4.22& 2.30& 0.05& 0.01& 0.00& 0.00& 0.00& 0.15& 0.02& 1.70& 23
24 1029 # 125.5 & 2.94& 1.43& 585.7 & 0.00& 0.00& 0.00& 0.00& 0.10& 0.00& 0.55& 24
25 6835 # 84.87& 2.27& 0.92& 339.4 # 0.00& 0.00& 0.00& 0.00& 0.08& 0.00& 0.21& 25
26 1652 # 2335 & 3.29& 0.62& 624.4 # 0.00& 0.00& 0.00& 0.00& 0.85& 0.00& 0.09& 26
27 887.4 # 3482 " 1.89& 0.43& 305.7 # 0.00& 0.00& 0.00& 0.00& 38.86& 0.00& 0.05& 27
28 1977 # 5710 " 1.48& 0.31& 980.8 # 0.00& 0.00& 0.00& 0.00& 10.47& 0.32& 0.08& 28
29 1123 # 3.28& 0.20& 665.6 # 0.00& 0.00& 0.00& 0.00& 4.74& 0.17& 0.02& 29
30 7372 " 2.36& 0.13& 332.5 # 0.00& 0.00& 0.00& 0.00& 434.3 & 0.06& 0.01& 30
31 3822 " 1.54& 141.7 & 0.00& 0.00& 132.4 & 0.02& 31
Mean 1660 &1288 & 193.4 & 256.3 & 128.6 & 5.480& 0.000& 0.000& 0.000& 45.54 & 58.82 & 5.946&
Median 208.0 & 789.6 & 11.99 & 1.267& 0.004& 0.204& 0.000& 0.000& 0.000& 0.150& 0.281& 0.028&
Maximum 14172 & 5710 & 2681 & 2921 & 980.8 & 66.35& 0.00& 0.00& 0.00& 677.4 & 1475 & 72.39&
Minimum 0.000& 21.11 & 1.483& 0.032& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 51458 &36054 & 5994 & 7688 & 3986 & 164.4 & 0.00& 0.00& 0.00& 1412 & 1765 & 184.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 297.8 & " ... Relative Uncertainty +/-10%
Ann. Median 0.105& # ... Relative Uncertainty +/-15%
Annual Total 108705 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 14172 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.0& 4332 & 14687 # 2315 $ 475.7$ 70.6& 12.0& 2.0& 0.4& 0.0& 190.3& 45.6& 1
2 5.7& 2745 # 15183 # 6889 $ 428.0$ 64.3& 11.2& 2.0& 0.4& 0.0& 69.5& 36.0& 2
3 1021 & 943.5# 10831 " 8936 $ 393.7& 60.6& 10.7& 2.0& 0.3& 0.0& 34.4& 51.0& 3
4 578.0# 3026 # 7725 "176726 & 370.6& 57.1& 10.0& 2.0& 0.3& 0.0& 21.7& 2721 & 4
5 393.3# 7249 " 15490 # 59505 & 350.9& 53.4& 8.9& 1.9& 0.3& 0.0& 30.5& 741.5& 5
6 338.7# 3437 " 14850 # 19451 $ 335.0& 51.0& 8.0& 1.9& 0.2& 0.0& 18.8& 250.3& 6
7 151.4& 7554 " 60228 & 12346 $ 317.3& 48.3& 7.5& 1.8& 0.2& 0.0& 17.3& 133.5& 7
8 67.3& 14717 # 46375 $ 8602 $ 301.3& 45.4& 7.1& 1.8& 0.2& 0.0& 10.6& 81.4& 8
9 296.7& 11340 " 19370 $ 6397 $ 286.0& 44.5& 6.9& 1.7& 0.1& 0.0& 6.3& 226.3& 9
10 329.3# 6384 " 11493 " 5021 $ 271.4& 43.5& 6.7& 1.6& 0.1& 0.0& 4.6& 305.9& 10
11 5536 # 7397 " 69792 & 4045 $ 255.1& 41.4& 6.7& 1.6& 0.1& 0.0& 3.7& 168.8& 11
12 8033 " 10906 " 46645 & 3330 $ 243.6& 38.9& 6.6& 1.6& 0.0& 0.0& 96.7& 109.0& 12
13 2388 # 8322 "294864 & 2818 $ 235.1& 37.9& 5.8& 1.5& 0.0& 0.0& 159.5& 100.5& 13
14 1097 # 5872 "406709 & 2427 $ 221.4& 36.9& 4.9& 1.5& 0.0& 0.0& 127.9& 251.8& 14
15 674.6# 3323 " 66510 & 2137 $ 205.8& 35.7& 4.6& 1.4& 0.0& 0.0& 48.2& 855.1& 15
16 400.1# 2187 " 37151 $ 1894 $ 192.4& 33.6& 4.2& 1.3& 0.0& 0.0& 25.7& 915.7# 16
17 387.3# 1572 # 26169 $ 1651 $ 175.4& 32.1& 3.9& 1.3& 0.0& 0.0& 18.2& 6010 # 17
18 13109 # 1238 # 28624 $ 1463 $ 165.3& 30.1& 3.8& 1.2& 0.0& 0.0& 1874 & 1862 # 18
19 9061 " 4101 # 27144 $ 1330 $ 158.1& 29.0& 3.6& 1.2& 0.0& 0.0& 566.1& 834.1# 19
20 3702 15124 " 25558 $ 1195 $ 140.7& 27.6& 3.5& 1.1& 0.0& 0.0& 626.7& 472.8& 20
21 2974 " 10505 " 22896 & 1079 $ 124.3& 23.6& 3.4& 1.1& 0.0& 0.0& 1201 # 295.7& 21
22 1710 # 9489 "116945 & 980.3$ 117.5& 20.7& 3.1& 1.0& 0.0& 1.9& 1444 # 338.7& 22
23 1026 # 7854 " 44078 & 884.1$ 111.1& 19.0& 2.9& 1.0& 0.0& 6.4& 654.9# 356.0& 23
24 731.4# 14401 #105706 & 794.9$ 104.3& 16.8& 2.7& 0.9& 0.0& 1.2& 528.6# 224.0& 24
25 833.5# 12252 " 32521 $ 726.1$ 99.7& 15.9& 2.5& 0.8& 0.0& 8.8& 375.7& 130.7& 25
26 431.2# 67473 & 11530 $ 663.6$ 97.9& 15.3& 2.4& 0.8& 0.0& 60.5& 250.1& 88.2& 26
27 315.6# 87045 & 7085 $ 619.0$ 92.0& 14.7& 2.3& 0.8& 0.0& 41.8& 165.9& 63.5& 27
28 243.1# 33708 $ 5097 $ 577.1$ 87.0& 13.9& 2.2& 0.7& 0.0& 23.6& 117.0& 49.5& 28
29 233.5# 3916 $ 547.0$ 83.2& 13.2& 2.2& 0.7& 0.0& 28.8& 84.1& 152.3& 29
30 114.9& 3155 $ 516.3$ 79.0& 12.7& 2.1& 0.6& 0.0& 14.8& 62.3& 1612 # 30
31 83.6& 2532 $ 73.7& 2.1& 0.6& 90.9& 915.6# 31
Mean 1815 &13018 &51641 &11195 & 212.7 & 34.93& 5.30& 1.34& 0.09& 8.99& 294.5 & 658.0 &
Median 431.2 & 7476 &25558 & 2015 & 192.4 & 34.65& 4.18& 1.34& 0.01& 0.00& 90.39& 250.3 &
Maximum 13109 & 87045 &406709 &176726 & 475.7& 70.6& 12.0& 2.0& 0.4& 90.9& 1874 & 6010 &
Minimum 0.005& 943.5 &2532 & 516.3 & 73.74 & 12.65 & 2.090& 0.558& 0.000& 0.000& 3.677& 36.02 &
Total 56267& 364497& 1600859& 335865& 6593& 1048& 164& 41& 3& 279& 8834& 20398&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6561 & " ... Relative Uncertainty +/-10%
Ann. Median 90.86 & # ... Relative Uncertainty +/-15%
Annual Total 2394848& $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 406709 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 435.8 & 482.2 & 7171 " 574.5 # 323.9 & 11.73& 1.45& 0.03& 0.00& 0.00& 0.00& 0.00& 1
2 2544 & 433.0 &13849 # 472.6 # 270.9 & 11.76& 1.39& 0.03& 0.00& 0.00& 0.00& 0.00& 2
3 6869 " 364.7 & 6133 " 390.9 & 232.0 & 11.40& 1.29& 0.02& 0.00& 0.00& 0.00& 0.00& 3
4 2280 # 284.0 & 3567 # 331.1 & 198.2 & 10.72& 1.20& 0.01& 0.00& 0.00& 0.00& 0.00& 4
5 4167 # 211.0 & 5916 # 282.9 & 168.8 & 10.02& 1.09& 0.01& 0.00& 0.00& 0.00& 0.00& 5
6 1603 # 160.6 &16766 " 243.5 & 147.3 & 9.12& 0.99& 0.01& 0.00& 0.00& 0.00& 0.00& 6
7 862.0 # 124.9 &16444 " 211.0 & 129.9 & 8.45& 0.94& 0.00& 0.00& 0.00& 0.00& 26.70& 7
8 542.6 # 97.65& 8389 " 184.0 & 115.4 & 7.89& 0.88& 0.00& 0.00& 0.00& 0.00& 31.45& 8
9 368.9 & 80.02& 4557 " 161.5 & 103.3 & 7.33& 0.84& 0.00& 0.00& 0.00& 0.00& 18.75& 9
10 270.7 & 65.12& 9250 " 142.0 & 92.87& 6.57& 0.81& 0.00& 0.00& 0.00& 0.00& 11.38& 10
11 208.1 & 57.00&25231 # 121.8 & 84.86& 5.99& 0.80& 0.00& 0.00& 0.00& 0.00& 7.02& 11
12 169.2 & 77.95&14011 " 107.6 & 76.86& 5.57& 0.82& 0.00& 0.00& 0.00& 0.00& 5.06& 12
13 141.9 & 61.11& 7791 " 92.25& 68.40& 5.31& 0.83& 0.00& 0.00& 0.00& 0.00& 209.0 & 13
14 118.2 & 49.86& 5716 " 83.64& 60.60& 5.16& 0.78& 0.00& 0.00& 0.00& 0.00& 461.6 & 14
15 96.99& 35.06& 4885 " 76.06& 52.73& 5.02& 0.76& 0.00& 0.00& 0.00& 0.00& 1008 & 15
16 78.09& 26.16& 5319 " 69.01& 45.66& 4.86& 0.68& 0.00& 0.00& 0.00& 0.00& 3195 # 16
17 68.24& 20.23& 4654 " 63.50& 40.81& 4.61& 0.62& 0.00& 0.00& 0.00& 0.00& 639.7 & 17
18 58.22& 27.70& 4131 " 57.14& 36.92& 4.18& 0.57& 0.00& 0.00& 0.00& 0.00& 3505 # 18
19 65.57& 25.49& 3576 # 51.56& 33.90& 3.74& 0.49& 0.00& 0.00& 0.00& 0.00& 6179 # 19
20 68.35& 66.44& 2612 # 47.44& 31.28& 3.27& 0.37& 0.00& 0.00& 0.00& 0.00& 3643 # 20
21 1929 & 40.15& 1854 # 45.02& 28.82& 2.90& 0.30& 0.00& 0.00& 0.00& 0.00& 1726 # 21
22 761.2 # 30.21& 1388 # 40.63& 26.32& 2.64& 0.25& 0.00& 0.00& 0.00& 0.00& 1250 # 22
23 424.7 & 288.9 & 1102 # 37.70& 24.05& 2.58& 0.22& 0.00& 0.00& 0.00& 0.00& 742.6 # 23
24 306.8 & 245.5 & 931.6 # 8933 & 22.37& 2.27& 0.19& 0.00& 0.00& 0.00& 0.00& 563.4 & 24
25 451.9 & 241.7 & 9095 " 5161 # 20.42& 1.94& 0.17& 0.00& 0.00& 0.00& 0.00& 295.8 & 25
26 640.6 & 740.2 & 3820 # 1935 # 18.16& 1.73& 0.15& 0.00& 0.00& 0.00& 0.00& 198.9 & 26
27 809.4 & 604.7 # 2191 # 1086 # 16.62& 1.53& 0.13& 0.00& 0.00& 0.00& 0.00& 307.4 & 27
28 875.8 # 5655 # 1468 # 721.2 # 15.60& 1.43& 0.10& 0.00& 0.00& 0.00& 0.00& 177.4 & 28
29 769.8 # 8861 " 1115 # 521.0 # 14.52& 1.41& 0.08& 0.00& 0.00& 0.00& 0.00& 100.1 & 29
30 595.3 # 893.6 # 398.6 & 13.19& 1.39& 0.06& 0.00& 0.00& 0.00& 0.00& 66.84& 30
31 496.3 # 706.9 # 12.06& 0.04& 0.00& 0.00& 48.23& 31
Mean 938.0 & 670.9 &6275 # 754.8 & 81.50 & 5.418& 0.622& 0.003& 0.000& 0.000& 0.000& 787.6 &
Median 451.9 & 97.65 &4654 # 172.8 & 45.66 & 4.944& 0.677& 0.000& 0.000& 0.000& 0.000& 177.4 &
Maximum 6869 & 8861 &25231 # 8933 & 323.9 & 11.76& 1.45& 0.03& 0.00& 0.00& 0.00& 6179 &
Minimum 58.22 & 20.23 & 706.9 # 37.70 & 12.06 & 1.394& 0.043& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 29077 & 19457 &194535 # 22644 & 2527 & 162.5& 19.3& 0.1& 0.0& 0.0& 0.0& 24416 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 800.1 & " ... Relative Uncertainty +/-10%
Ann. Median 7.612& # ... Relative Uncertainty +/-15%
Annual Total 292838 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 25231 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 40.76& 156.8 & 281.6 & 78.38& 9.46& 0.25& 0.00& 0.00& 0.00& 0.00& 0.00& 4.14& 1
2 31.29& 126.7 & 1660 & 94.82& 6.48& 0.24& 0.00& 0.00& 0.00& 0.00& 0.00& 2.97& 2
3 32.53& 98.74& 1307 # 142.1 & 4.65& 0.21& 0.00& 0.00& 0.00& 0.00& 0.00& 3061 & 3
4 29.91& 78.74& 2661 # 203.6 & 3.71& 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 704.8 # 4
5 26.59& 62.41&10694 # 281.0 & 2.90& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 244.2 & 5
6 27.75& 47.91& 5035 # 333.7 & 2.22& 0.11& 0.00& 0.00& 0.00& 0.00& 0.00& 128.4 & 6
7 24.54& 36.23& 2246 # 460.6 # 1.67& 0.09& 0.00& 0.00& 0.00& 0.00& 0.00& 323.8 & 7
8 18.18& 28.36& 1282 # 349.4 & 1.26& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 156.1 & 8
9 31.28& 21.78& 2343 # 264.2 & 0.92& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 69.64& 9
10 23.28& 18.36& 2476 # 202.8 & 0.74& 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 38.46& 10
11 16.09& 14.66& 3203 # 156.4 & 0.58& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 23.74& 11
12 10.87& 712.7 &10882 # 123.7 & 0.47& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 15.36& 12
13 7.31& 981.8 #12038 " 98.32& 0.34& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 11.27& 13
14 4.96& 3488 # 4812 " 80.62& 0.28& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7.06& 14
15 3.32& 1431 # 2436 # 65.77& 0.24& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4.26& 15
16 6.39& 3367 # 1434 # 54.56& 0.27& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.81& 16
17 3688 & 3297 # 962.1 # 45.68& 0.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.66& 17
18 6014 " 1701 # 680.1 # 38.50& 0.66& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.63& 18
19 2104 # 4385 # 498.0 # 32.31& 2.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.93& 19
20 12471 " 1478 # 371.3 & 27.31& 2.18& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.03& 20
21 3820 # 1096 # 289.5 & 23.32& 1.80& 0.00& 0.00& 0.00& 0.00& 0.00& 1.24& 167.0 & 21
22 1622 # 679.5 # 231.4 & 20.09& 1.44& 0.00& 0.00& 0.00& 0.00& 0.00& 1130 & 171.7 & 22
23 7384 # 467.9 & 186.4 & 17.51& 1.18& 0.00& 0.00& 0.00& 0.00& 0.00& 180.8 & 1991 # 23
24 9402 " 344.4 & 154.1 & 14.89& 0.92& 0.00& 0.00& 0.00& 0.00& 0.00& 102.1 & 1212 # 24
25 3965 # 273.5 & 289.5 & 12.14& 0.64& 0.00& 0.00& 0.00& 0.00& 0.00& 102.7 & 374.0 & 25
26 1409 # 220.7 & 311.3 & 9.60& 0.51& 0.00& 0.00& 0.00& 0.00& 0.00& 96.85& 959.4 & 26
27 752.1 # 200.1 & 186.2 & 7.14& 0.42& 0.00& 0.00& 0.00& 0.00& 0.00& 49.03& 954.9 # 27
28 476.2 # 476.8 & 131.6 & 5.68& 0.36& 0.00& 0.00& 0.00& 0.00& 0.00& 21.83& 511.9 & 28
29 385.8 & 115.5 & 12.92& 0.31& 0.00& 0.00& 0.00& 0.00& 0.00& 11.91& 347.3 & 29
30 292.5 & 94.14& 13.56& 0.29& 0.00& 0.00& 0.00& 0.00& 0.00& 6.80& 224.7 & 30
31 206.6 & 82.01& 0.27& 0.00& 0.00& 0.00& 156.8 & 31
Mean 1753 & 903.2 &2238 & 109.0 & 1.596& 0.046& 0.000& 0.000& 0.000& 0.000& 56.79 & 383.2 &
Median 40.76 & 309.0 & 962.1 & 60.16 & 0.740& 0.001& 0.000& 0.000& 0.000& 0.000& 0.000& 156.1 &
Maximum 12471 & 4385 &12038 & 460.6 & 9.46& 0.25& 0.00& 0.00& 0.00& 0.00& 1130 & 3061 &
Minimum 3.317& 14.66 & 82.01 & 5.681& 0.221& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 2.025&
Total 54329 &25291 &69373 & 3271 & 49.47& 1.39& 0.00& 0.00& 0.00& 0.00& 1704 &11880 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 454.5 & " ... Relative Uncertainty +/-10%
Ann. Median 0.418& # ... Relative Uncertainty +/-15%
Annual Total 165898 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 12471 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 100.8 & 3293 # 2216 # 68.57& 43.65& 1.35& 0.01& 0.00& 0.00& 0.00& 0.00& 408.2 & 1
2 67.84& 2077 # 1612 # 53.72& 39.56& 1.20& 0.01& 0.00& 0.00& 0.00& 0.00& 143.0 & 2
3 45.72& 1483 # 1275 # 47.21& 35.90& 0.99& 0.00& 0.00& 0.00& 0.00& 0.00& 75.35& 3
4 30.94& 1828 # 1043 # 43.19& 32.24& 0.84& 0.00& 0.00& 0.00& 0.00& 0.00& 37.69& 4
5 377.1 & 3274 # 976.5 # 40.15& 29.47& 0.71& 0.00& 0.00& 0.00& 0.00& 0.00& 22.79& 5
6 296.7 & 2999 # 3723 # 34.81& 26.46& 0.59& 0.00& 0.00& 0.00& 0.00& 0.00& 14.95& 6
7 942.8 # 7226 " 3029 # 54.70& 23.31& 0.48& 0.00& 0.00& 0.00& 0.00& 0.00& 9.84& 7
8 324.9 &35591 # 4295 # 1114 & 20.45& 0.37& 0.00& 0.00& 0.00& 0.00& 0.00& 6.13& 8
9 164.2 &41394 $ 2142 # 4772 # 17.99& 0.29& 0.00& 0.00& 0.00& 0.00& 0.00& 3.91& 9
10 93.29&28696 # 2044 # 4803 # 15.95& 0.24& 0.00& 0.00& 0.00& 0.00& 0.00& 2.56& 10
11 56.38&14812 " 1940 # 2662 # 14.10& 0.22& 0.00& 0.00& 0.00& 0.00& 0.00& 1.58& 11
12 36.93&18433 " 1130 # 2031 # 12.75& 0.20& 0.00& 0.00& 0.00& 0.00& 0.00& 2504 & 12
13 25.07&17476 " 839.6 # 1007 # 11.48& 0.19& 0.00& 0.00& 0.00& 0.00& 0.00& 4449 # 13
14 23.06&38610 & 664.1 # 652.1 # 10.05& 0.17& 0.00& 0.00& 0.00& 0.00& 0.00& 4660 # 14
15 108.7 &24919 # 550.3 # 468.6 # 8.62& 0.14& 0.00& 0.00& 0.00& 0.00& 0.00& 1063 # 15
16 1820 &40199 & 459.9 # 358.9 & 7.41& 0.11& 0.00& 0.00& 0.00& 0.00& 0.00& 667.6 # 16
17 27024 $23954 " 390.0 & 289.8 & 6.50& 0.08& 0.00& 0.00& 0.00& 0.00& 0.00& 485.3 & 17
18 22995 #24690 " 335.7 & 240.8 & 5.77& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 286.1 & 18
19 24124 #14440 " 292.9 & 200.8 & 5.37& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 579.0 & 19
20 10141 " 8207 " 252.7 & 170.2 & 4.94& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 4836 # 20
21 5561 " 5770 " 221.0 & 146.8 & 4.44& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 798.8 # 21
22 3948 " 4307 " 194.7 & 127.2 & 4.15& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 1381 # 22
23 4196 # 3256 # 171.5 & 110.0 & 3.92& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 7774 # 23
24 2562 # 2539 # 152.6 & 96.22& 3.57& 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 6013 " 24
25 2223 # 2075 # 134.6 & 84.02& 3.28& 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 6142 " 25
26 1757 # 5898 # 118.9 & 74.41& 2.98& 0.03& 0.00& 0.00& 0.00& 0.00& 2473 & 2194 # 26
27 1173 # 7526 " 104.5 & 65.79& 2.71& 0.02& 0.00& 0.00& 0.00& 0.00& 728.4 & 966.6 # 27
28 7423 # 3550 # 89.19& 59.22& 2.35& 0.02& 0.00& 0.00& 0.00& 0.00& 182.5 & 558.1 # 28
29 11627 " 76.87& 53.01& 2.03& 0.02& 0.00& 0.00& 0.00& 0.00& 82.70& 384.9 & 29
30 9617 " 68.55& 47.69& 1.76& 0.01& 0.00& 0.00& 0.00& 0.00& 1461 & 266.2 & 30
31 5647 " 69.23& 1.54& 0.00& 0.00& 0.00& 271.0 & 31
Mean 4662 &13876 & 987.5 & 665.8 & 13.06& 0.29& 0.00& 0.00& 0.00& 0.00& 164.3 & 1516 &
Median 1173 &7376 & 459.9 & 118.6 & 7.415& 0.126& 0.000& 0.000& 0.000& 0.000& 0.000& 485.3 &
Maximum 27024 &41394 & 4295 & 4803 & 43.65& 1.35& 0.01& 0.00& 0.00& 0.00& 2473 & 7774 &
Minimum 23.06 &1483 & 68.55 & 34.81 & 1.537& 0.013& 0.000& 0.000& 0.000& 0.000& 0.000& 1.582&
Total 144533 &388521 & 30614 & 19975 & 404.7& 8.7& 0.0& 0.0& 0.0& 0.0& 4928 & 47006 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1742 & " ... Relative Uncertainty +/-10%
Ann. Median 2.350& # ... Relative Uncertainty +/-15%
Annual Total 635991 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 41394 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 373.6 & 7840 " 65.64& 2.93& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.39& 1
2 342.9 & 6569 " 95.21& 2.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 316.3 & 2
3 12512 & 4816 " 214.1 & 1.58& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1913 # 3
4 25647 $ 2547 # 322.2 & 1.31& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 413.4 & 4
5 30769 $ 1686 # 385.1 & 1.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 176.1 & 5
6 15862 " 1237 # 374.2 & 0.87& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 70.31& 6
7 13667 " 962.8 # 291.2 & 0.63& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 35.60& 7
8 12511 " 766.3 # 191.9 & 0.43& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 19.75& 8
9 7988 " 616.1 # 157.0 & 0.30& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11.58& 9
10 5390 " 504.8 # 268.0 & 0.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.46& 10
11 3594 # 507.7 # 234.7 & 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 70.93& 11
12 2438 # 526.0 # 448.6 & 0.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 452.3 & 12
13 1705 # 382.8 & 357.2 & 0.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 895.2 # 13
14 1249 # 298.5 & 246.9 & 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 633.7 # 14
15 1040 # 244.0 & 177.6 & 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 406.6 & 273.9 & 15
16 987.0 # 205.1 & 131.0 & 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 39.23& 123.5 & 16
17 1086 # 173.5 & 98.09& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.74& 543.7 & 17
18 7680 # 146.2 & 75.02& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2.41& 561.9 & 18
19 28644 # 124.5 & 58.25& 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.15& 230.5 & 19
20 17145 # 108.5 & 50.16& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.64& 537.2 & 20
21 6928 " 94.00& 48.32& 0.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.37&11611 # 21
22 10923 " 89.92& 34.70& 0.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.29&11383 " 22
23 5569 " 141.9 & 26.77& 0.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.20& 5887 # 23
24 3525 # 161.8 & 21.18& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.13& 9146 # 24
25 2939 # 130.3 & 17.66& 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.08& 6420 " 25
26 5849 # 146.2 & 13.50& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.05& 2175 # 26
27 5720 " 97.52& 11.02& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.03& 1130 # 27
28 6232 " 75.15& 8.16& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 134.8 & 1244 # 28
29 4349 " 5.92& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 21.97& 1045 # 29
30 3800 # 4.42& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.91& 581.2 # 30
31 15378 " 3.52& 0.00& 0.00& 0.00& 0.00& 338.1 & 31
Mean 8447 &1114 & 143.1 & 0.424& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 20.69 &1879 &
Median 5720 & 271.3 & 95.21 & 0.107& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.038& 537.2 &
Maximum 30769 & 7840 & 448.6 & 2.93& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 406.6 &11611 &
Minimum 342.9 & 75.15 & 3.522& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 5.385&
Total 261844 & 31199 & 4437 & 12.7& 0.0& 0.0& 0.0& 0.0& 0.0& 0.0& 620.6& 58251 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 976.3 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& # ... Relative Uncertainty +/-15%
Annual Total 356365 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 30769 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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
1 227.1 & 2509 # 291.9 & 93.14& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 1.10& 0.00& 1
2 160.0 & 1323 # 210.1 & 75.34& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.79& 0.00& 2
3 113.5 & 886.2 # 150.5 & 61.52& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.43& 0.00& 3
4 81.31& 677.7 # 109.9 & 48.79& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.26& 0.00& 4
5 57.62& 4834 # 83.98& 38.50& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.17& 0.00& 5
6 41.18& 8865 " 73.06& 32.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.11& 0.00& 6
7 30.29& 3210 # 789.9 & 26.63& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.07& 0.00& 7
8 23.79& 1596 # 1839 # 21.39& 0.13& 0.00& 0.00& 0.00& 0.00& 0.00& 0.04& 0.00& 8
9 19.55& 942.1 # 1615 # 17.11& 0.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.02& 0.00& 9
10 15.09& 625.8 # 1901 # 12.96& 0.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 66.19& 10
11 11.45& 435.9 & 1001 # 9.49& 0.05& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 170.6 & 11
12 8.25& 319.6 & 574.3 # 6.49& 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 87.53& 12
13 5.42& 243.8 & 430.2 & 4.61& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 34.92& 13
14 4.10& 186.8 & 2096 # 3.36& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16.47& 14
15 150.1 & 145.4 & 8578 " 2.49& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8.51& 15
16 5600 " 111.6 & 5177 " 1.81& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.75& 16
17 2348 # 86.51& 5606 # 1.40& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3.15& 17
18 1727 # 80.19& 2482 # 1.08& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 110.9 & 18
19 1445 # 107.9 & 3871 # 0.79& 0.00& 0.00& 0.00& 0.00& 0.00& 86.99& 0.00& 160.7 & 19
20 1006 # 211.0 & 3344 # 0.59& 0.00& 0.00& 0.00& 0.00& 0.00& 4.15& 0.00& 51.98& 20
21 536.0 # 119.1 & 2111 # 0.47& 0.00& 0.00& 0.00& 0.00& 0.00& 1.22& 0.00& 2499 & 21
22 1209 & 72.58& 1198 # 0.31& 0.00& 0.00& 0.00& 0.00& 0.00& 0.68& 0.00&20255 " 22
23 1010 # 187.1 & 809.5 # 0.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.37& 0.00&27025 # 23
24 508.6 & 242.6 & 589.7 # 0.15& 0.00& 0.00& 0.00& 0.00& 0.00& 0.22& 0.00&25577 # 24
25 1239 & 267.6 & 480.7 # 0.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.14& 0.00&13470 " 25
26 647.1 # 255.8 & 359.6 & 0.06& 0.00& 0.00& 0.00& 0.00& 0.00& 0.09& 0.00& 9099 " 26
27 348.3 & 1025 & 280.3 & 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.06& 0.00& 6279 " 27
28 233.9 & 839.8 # 216.7 & 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.04& 0.00& 6171 " 28
29 4918 & 472.3 & 170.8 & 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.02& 0.00&10300 " 29
30 4355 # 138.1 & 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 0.00& 5361 " 30
31 4157 # 112.4 & 0.00& 0.00& 0.00& 0.01& 3049 # 31
Mean 1040 &1065 &1506 & 15.36 & 0.016& 0.000& 0.000& 0.000& 0.000& 3.032& 0.100&4187 &
Median 233.9 & 319.6 & 589.7 & 2.148& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 66.19 &
Maximum 5600 & 8865 & 8578 & 93.14& 0.13& 0.00& 0.00& 0.00& 0.00& 86.99& 1.10&27025 &
Minimum 4.105& 72.58 & 73.06 & 0.013& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 32239 & 30880 & 46690 & 460.9& 0.5& 0.0& 0.0& 0.0& 0.0& 94.0& 3.0&129801 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 656.2 & " ... Relative Uncertainty +/-10%
Ann. Median 0.001& # ... Relative Uncertainty +/-15%
Annual Total 240168 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 27025 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 1876 #14884 " 2283 # 1703 & 257.1 & 42.86& 7.15& 0.00& 0.00& 0.00& 0.00& 51.79& 1
2 1928 #10319 " 1927 # 1530 & 243.1 & 38.93& 6.03& 0.00& 0.00& 0.00& 0.00& 64.07& 2
3 1498 # 9645 " 1613 # 1393 & 233.6 & 35.37& 5.38& 0.00& 0.00& 0.00& 0.00& 863.7 & 3
4 17460 #24321 # 1405 # 1281 & 219.7 & 31.94& 4.94& 0.00& 0.00& 0.00& 0.00& 372.1 & 4
5 27786 #20224 " 1261 # 1196 & 209.6 & 30.48& 4.65& 0.00& 0.00& 0.00& 0.00& 119.3 & 5
6 14775 "37429 & 3032 # 1116 & 203.9 & 28.14& 4.12& 0.00& 0.00& 0.00& 0.00& 48.98& 6
7 8273 "51625 &55157 & 1048 & 201.1 & 25.90& 3.46& 0.00& 0.00& 0.00& 0.00& 26.91& 7
8 5176 "25442 #34400 & 986.9 & 196.0 & 23.03& 2.90& 0.00& 0.00& 0.00& 0.00& 25.21& 8
9 8068 "22650 "14337 # 931.1 & 181.3 & 21.30& 2.52& 0.00& 0.00& 0.00& 0.00& 719.8 & 9
10 11427 "30569 #19045 # 881.2 & 166.9 & 20.13& 2.21& 0.00& 0.00& 0.00& 0.00& 540.3 & 10
11 10967 "21888 "17163 # 832.8 & 151.6 & 19.00& 2.04& 0.00& 0.00& 0.00& 0.00& 285.8 & 11
12 10199 "29206 #17874 # 787.6 & 139.9 & 17.48& 1.68& 0.00& 0.00& 0.00& 0.00& 154.3 & 12
13 7987 "38324 #10140 # 745.0 & 132.6 & 16.68& 1.36& 0.00& 0.00& 0.00& 0.00& 78.13& 13
14 13001 #26584 # 7228 # 728.3 & 127.2 & 16.22& 1.26& 0.00& 0.00& 0.00& 0.00& 40.31& 14
15 18723 #50618 & 7805 # 734.2 & 121.8 & 16.12& 1.04& 0.00& 0.00& 0.00& 0.00& 22.23& 15
16 7878 "29782 # 6113 # 717.2 & 117.1 & 15.89& 0.76& 0.00& 0.00& 0.00& 0.00& 12.22& 16
17 15058 "14147 " 7205 # 693.5 & 115.0 & 16.12& 0.53& 0.00& 0.00& 0.00& 0.00& 6.60& 17
18 10294 "12746 " 4996 # 660.9 & 109.9 & 17.25& 0.37& 0.00& 0.00& 0.00& 0.00& 12.62& 18
19 10340 "10430 " 3911 # 620.2 & 105.7 & 16.83& 0.27& 0.00& 0.00& 0.00& 0.00& 5.14& 19
20 33497 $ 7154 " 3407 # 574.2 & 101.5 & 16.27& 0.23& 0.00& 0.00& 0.00& 0.00& 2.23& 20
21 16552 " 5319 " 3053 & 534.8 & 97.15& 15.84& 0.21& 0.00& 0.00& 0.00& 956.6 & 1.29& 21
22 9177 " 4176 " 2785 & 494.0 & 91.66& 15.24& 0.15& 0.00& 0.00& 0.00& 506.0 & 101.4 & 22
23 6313 " 3402 # 2503 & 458.7 & 87.30& 14.48& 0.10& 0.00& 0.00& 0.00& 136.5 & 338.7 & 23
24 7250 " 2828 # 2308 & 429.1 & 81.20& 14.17& 0.07& 0.00& 0.00& 0.00& 96.94& 310.5 & 24
25 45628 &11190 # 2130 & 404.6 & 74.89& 13.80& 0.04& 0.00& 0.00& 0.00& 143.4 & 165.7 & 25
26 46368 $ 6682 " 1987 & 380.4 & 70.70& 12.73& 0.02& 0.00& 0.00& 0.00& 109.6 & 92.38& 26
27 24456 # 3878 " 5779 & 352.6 & 64.97& 12.19& 0.01& 0.00& 0.00& 0.00& 283.6 & 89.50& 27
28 20342 " 2872 # 2744 & 322.2 & 60.23& 11.01& 0.00& 0.00& 0.00& 0.00& 278.5 & 222.2 & 28
29 11432 " 2472 & 296.5 & 55.97& 10.19& 0.00& 0.00& 0.00& 0.00& 137.1 & 263.5 & 29
30 11989 " 2152 & 274.0 & 52.27& 8.59& 0.00& 0.00& 0.00& 0.00& 84.89& 153.7 & 30
31 16392 " 1927 & 47.81& 0.00& 0.00& 0.00& 72.00& 31
Mean 14584 &18869 & 8069 & 770.2 & 132.9 & 19.81& 1.73& 0.00& 0.00& 0.00& 91.10& 169.8 &
Median 11427 &14516 & 3053 & 722.8 & 117.1 & 16.48& 0.76& 0.00& 0.00& 0.00& 0.00& 89.50&
Maximum 46368 &51625 &55157 & 1703 & 257.1 & 42.86& 7.15& 0.00& 0.00& 0.00& 956.6 & 863.7 &
Minimum 1498 &2828 &1261 & 274.0 & 47.81 & 8.587& 0.000& 0.000& 0.000& 0.000& 0.000& 1.293&
Total 452109 &528335 &250143 & 23107 & 4119 & 594.2& 53.5& 0.0& 0.0& 0.0& 2733 & 5263 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 3470 & " ... Relative Uncertainty +/-10%
Ann. Median 42.86 & # ... Relative Uncertainty +/-15%
Annual Total 1266456& $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 55157 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 53.99& 4750 # 5264 # 5.27& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 2849 & 3016 & 3498 & 3.50& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 1481 & 2838 & 4795 # 2.41& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 687.8 & 3955 & 4137 # 1.39& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 388.3 & 3081 & 5010 # 0.75& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 225.0 & 2414 & 4059 & 0.42& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 134.0 & 1955 & 2410 & 0.20& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7
8 101.3 & 1567 & 1798 & 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 1772 & 1370 & 1428 & 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 2761 & 1541 & 1178 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10
11 1369 & 1202 & 971.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11
12 872.9 & 901.6 & 879.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12
13 650.0 & 737.6 & 820.8 & 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 13
14 479.4 & 649.3 & 656.5 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 14
15 484.5 & 648.6 & 518.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15
16 346.9 & 2876 & 415.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16
17 279.5 & 3398 # 336.2 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 169.1 & 0.00& 0.00& 17
18 207.0 & 3138 # 267.2 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15.66& 0.00& 0.00& 18
19 140.1 & 3686 & 216.1 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.02& 0.00& 0.00& 19
20 219.6 & 5088 # 178.6 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 20
21 218.7 & 3964 # 148.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 21
22 174.0 & 3323 & 119.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 22
23 151.6 & 3208 & 93.82& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 23
24 97.50& 2638 & 70.68& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 24
25 256.5 & 2029 & 52.31& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 25
26 197.5 &10406 # 39.20& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 26
27 104.8 &12792 # 28.56& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 27
28 180.2 & 8926 # 19.66& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6.55& 0.00& 28
29 4456 & 13.37& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.05& 0.00& 29
30 6355 # 9.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30
31 6420 # 7.26& 0.00& 0.00& 0.00& 0.00& 5.50& 31
Mean 1100 &3432 &1272 & 0.469& 0.000& 0.000& 0.000& 0.000& 0.000& 5.960& 0.220& 0.178&
Median 279.5 &2946 & 415.9 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Maximum 6420 &12792 & 5264 & 5.27& 0.00& 0.00& 0.00& 0.00& 0.00& 169.1 & 6.55& 5.50&
Minimum 53.99 & 648.6 & 7.260& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 34114 &96100 &39442 & 14.07& 0.00& 0.00& 0.00& 0.00& 0.00& 184.7 & 6.60& 5.51&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 465.4 & # ... Relative Uncertainty +/-15%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 169867 &
Maximum Minimum
Daily 12792 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 9.22&12375 # 2.43& 2.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 1.90& 5889 # 1.09& 0.68& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 40.13& 4400 & 0.72& 0.20& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3
4 12756 & 3758 & 0.46& 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4
5 14267 # 4476 # 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5
6 10329 # 4176 & 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6
7 10526 # 1637 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7
8 8132 # 1047 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8
9 4811 & 3174 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 9
10 2443 & 6588 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 10
11 1248 & 2170 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11
12 781.5 & 1342 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 12
13 501.1 & 915.5 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 13
14 364.3 & 659.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 14
15 234.4 & 463.1 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15
16 150.4 & 341.4 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16
17 154.1 & 249.4 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17
18 211.1 & 169.5 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18
19 76.35& 196.3 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 19
20 32.62& 218.1 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 20
21 20.19& 714.2 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 21
22 182.2 & 538.0 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 22
23 2777 & 270.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 23
24 1058 & 99.12& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 24
25 558.5 & 43.68& 4.29& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 25
26 327.7 & 20.72& 232.7 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 26
27 696.0 & 10.24& 214.5 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 27
28 13382 & 4.90& 107.6 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 28
29 9001 # 48.09& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 29
30 2382 & 19.26& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 30
31 2621 & 7.01& 0.00& 0.00& 0.00& 0.00& 0.00& 31
Mean 3228 &1998 & 20.59 & 0.098& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Median 696.0 & 687.0 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Maximum 14267 &12375 & 232.7 & 2.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&
Minimum 1.901& 4.904& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 100075 & 55948 & 638.4& 2.9& 0.0& 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 429.2 & # ... Relative Uncertainty +/-15%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 156664 &
Maximum Minimum
Daily 14267 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.00& 141.6 &20695 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1
2 0.00& 371.2 &17541 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2
3 0.00& 478.2 & 9854 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.01& 3
4 0.00& 4269 & 5861 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.21& 4
5 0.00& 4758 # 3844 # 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 4.80& 5
6 0.00& 3258 & 2729 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 19.49& 6
7 0.00& 2049 & 2042 & 255.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 5.88& 7
8 0.00& 1290 & 1565 & 325.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 175.4 & 8
9 0.00& 1597 & 1231 & 57.78& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 176.2 & 9
10 0.00& 1229 & 952.2 & 11.67& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 50.59& 10
11 0.00& 1884 & 738.6 & 12.23& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7.92& 11
12 0.00& 9452 & 565.9 & 26.76& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.41& 12
13 0.00& 7730 # 435.1 & 13.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.35& 13
14 2225 & 2750 & 338.7 & 5.21& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.07& 14
15 2779 & 1586 & 255.3 & 2.14& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 15
16 798.2 & 1061 & 187.9 & 0.95& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 16
17 316.2 & 915.9 & 134.8 & 0.45& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 17
18 124.5 & 1779 & 93.59& 0.19& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 18
19 45.18& 3610 & 64.71& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 129.3 & 19
20 4279 & 1301 & 44.39& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2623 & 20
21 1591 & 726.7 & 27.95& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6121 # 21
22 2633 & 446.3 & 16.67& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6058 # 22
23 1636 & 294.6 & 9.80& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2444 & 2626 & 23
24 8598 & 189.9 & 5.52& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 382.7 & 1629 & 24
25 5137 & 114.9 & 3.11& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 74.33& 2140 & 25
26 1949 & 67.19& 1.86& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 63.83& 1753 & 26
27 2749 & 42.53& 1.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 11.76& 1054 & 27
28 1299 & 4733 & 0.58& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1.23& 5984 & 28
29 675.3 &28826 # 0.26& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.27& 3829 & 29
30 385.3 & 0.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.03& 4053 & 30
31 235.0 & 0.03& 0.00& 0.00& 0.00& 0.00& 2081 & 31
Mean 1208 &2998 &2234 & 23.75 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 99.27 &1307 &
Median 235.0 &1301 & 187.9 & 0.002& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 50.59 &
Maximum 8598 &28826 &20695 & 325.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2444 & 6121 &
Minimum 0.000& 42.53 & 0.030& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&
Total 37455 &86950 &69239 & 712.4 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2978 &40524 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 649.9 & # ... Relative Uncertainty +/-15%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 237859 &
Maximum Minimum
Daily 28826 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 1219 &11614 # 818.5 & 860.5 & 48.66& 0.03& 0.00& 0.00& 0.00& 0.00& 0.00& 0.41& 1
2 747.8 & 8086 # 768.8 & 764.4 & 42.58& 0.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.22& 2
3 464.8 & 5006 $ 729.1 & 694.1 & 37.85& 0.01& 0.00& 0.00& 0.00& 0.00& 0.00& 0.12& 3
4 298.4 & 3053 & 704.3 & 629.9 & 32.20& 0.00& 0.00& 0.00& 242.9 & 0.00& 0.00& 0.06& 4
5 185.8 & 2164 & 667.7 & 568.6 & 27.08& 0.00& 0.00& 0.00& 315.8 & 0.00& 0.00& 0.02& 5
6 534.9 & 2527 & 3105 & 513.6 & 22.65& 0.00& 0.00& 0.00& 11.25& 0.00& 855.9 & 0.00& 6
7 1020 & 1616 & 2434 & 469.6 & 18.64& 0.00& 0.00& 0.00& 2.09& 0.00& 1055 & 0.02& 7
8 511.2 & 1329 & 1763 & 433.4 & 15.25& 0.00& 0.00& 0.00& 0.74& 0.00& 4401 & 420.1 & 8
9 285.9 & 7652 & 1668 & 400.0 & 12.40& 0.00& 0.00& 0.00& 0.38& 0.00& 2715 & 6934 & 9
10 150.8 &20269 $ 1451 & 369.6 & 10.44& 0.00& 0.00& 0.00& 0.20& 0.00& 1188 & 2325 & 10
11 75.99&10135 $ 1492 & 340.3 & 8.81& 0.00& 0.00& 0.00& 0.12& 0.00& 996.8 & 902.6 & 11
12 38.05& 5115 $ 3441 & 313.9 & 7.38& 0.00& 0.00& 0.00& 0.07& 0.00& 443.8 & 489.1 & 12
13 17.86& 3194 & 1675 & 288.6 & 5.97& 0.00& 0.00& 0.00& 0.05& 0.00& 257.4 & 318.2 & 13
14 9.20& 7388 & 1226 & 267.1 & 4.82& 0.00& 0.00& 0.00& 0.03& 0.00& 152.2 & 193.8 & 14
15 6.70&14670 $ 8017 & 247.1 & 3.64& 0.00& 0.00& 0.00& 0.01& 0.00& 91.17& 156.2 & 15
16 1.84&17129 $ 4107 & 226.5 & 2.88& 0.00& 0.00& 0.00& 0.00& 0.00& 56.93& 164.8 & 16
17 134.1 & 9148 $ 2249 & 207.4 & 2.36& 0.00& 0.00& 0.00& 0.00& 0.00& 34.95& 106.0 & 17
18 19.07& 4781 $ 4835 & 188.7 & 1.89& 0.00& 0.00& 0.00& 0.00& 0.00& 20.12& 126.0 & 18
19 3.78& 3113 & 5962 $ 171.9 & 1.43& 0.00& 0.00& 0.00& 0.00& 0.00& 11.89& 40.28& 19
20 0.64& 2317 &14127 $ 159.0 & 1.13& 0.00& 0.00& 0.00& 0.00& 0.00& 7.26& 21.14& 20
21 0.19& 1833 & 8945 $ 147.4 & 0.98& 0.00& 0.00& 0.00& 0.00& 0.00& 4.13& 15.19& 21
22 0.21& 1507 & 6182 $ 135.8 & 0.83& 0.00& 0.00& 0.00& 0.00& 0.00& 2.37& 10.07& 22
23 0.50& 1397 & 5417 $ 123.0 & 0.69& 0.00& 0.00& 0.00& 0.00& 0.00& 1.55& 6.23& 23
24 670.1 & 1440 & 5632 $ 110.3 & 0.59& 0.00& 0.00& 0.00& 0.00& 0.00& 2.14& 5.70& 24
25 1665 & 1207 & 3615 & 98.37& 0.49& 0.00& 0.00& 0.00& 0.00& 0.00& 44.66& 7.47& 25
26 750.2 & 1068 & 2590 & 88.30& 0.38& 0.00& 0.00& 0.00& 0.00& 0.00& 25.85& 6.52& 26
27 3361 & 970.9 & 2027 & 80.68& 0.30& 0.00& 0.00& 0.00& 0.00& 0.00& 6.68& 8.86& 27
28 14289 # 882.5 & 1607 & 72.96& 0.18& 0.00& 0.00& 0.00& 0.00& 0.00& 1.92& 292.4 & 28
29 20144 # 1324 & 64.60& 0.12& 0.00& 0.00& 0.00& 0.00& 0.00& 0.98& 234.7 & 29
30 46212 & 1127 & 55.84& 0.07& 0.00& 0.00& 0.00& 0.00& 0.00& 0.71& 141.9 & 30
31 19162 # 967.4 & 0.05& 0.00& 0.00& 0.00& 89.84& 31
Mean 3612 &5379 &3247 & 303.1 & 10.09 & 0.002& 0.000& 0.000& 19.12 & 0.000& 412.6 & 419.9 &
Median 285.9 &3083 &2027 & 236.8 & 2.879& 0.000& 0.000& 0.000& 0.000& 0.000& 16.00 & 40.28 &
Maximum 46212 &20269 &14127 & 860.5 & 48.66& 0.03& 0.00& 0.00& 315.8 & 0.00& 4401 & 6934 &
Minimum 0.191& 882.5 & 667.7 & 55.84 & 0.050& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.002&
Total 111981 &150611 &100671 & 9092 & 312.7& 0.1& 0.0& 0.0& 573.7& 0.0& 12379 & 13017 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 1092 & # ... Relative Uncertainty +/-15%
Ann. Median 1.888& $ ... Relative Uncertainty +/-20%
Annual Total 398637 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 46212 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 59.05&27733 # 506.0 & 165.6 & 3.57& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6345 # 1
2 38.42&11955 # 485.3 & 178.8 & 2.17& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 3898 # 2
3 46.57& 7554 # 456.2 & 196.3 & 1.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 2646 & 3
4 49.77& 5736 # 434.4 & 177.9 & 0.76& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1937 & 4
5 18.56& 4663 # 411.0 & 159.4 & 0.43& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1501 & 5
6 11.38& 4093 # 384.1 & 144.0 & 0.16& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1235 & 6
7 146.4 &23009 # 373.2 & 129.3 & 0.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1045 & 7
8 484.9 &21243 # 361.1 & 112.9 & 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 904.2 & 8
9 116.0 &13474 # 1428 & 96.30& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 794.3 & 9
10 49.02& 9119 # 760.8 & 83.02& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 705.3 & 10
11 27.07& 6877 # 528.8 & 71.45& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 625.6 & 11
12 15.09& 4474 # 429.3 & 63.53& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 555.9 & 12
13 64.77& 3237 & 381.4 & 57.22& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 520.7 & 13
14 7233 & 2371 & 361.1 & 53.75& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 467.1 & 14
15 11238 # 1866 & 337.9 & 57.04& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 637.0 & 15
16 23619 # 1528 & 319.0 & 49.57& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 536.9 & 16
17 23034 # 1278 & 299.3 & 41.98& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 1570 & 17
18 7604 # 1088 & 319.6 & 35.98& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&10175 & 3527 & 18
19 4200 # 956.9 & 333.3 & 31.54& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 6601 & 1558 & 19
20 2668 & 875.9 & 296.4 & 28.27& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 8817 # 973.9 & 20
21 11757 & 817.2 & 268.7 & 24.18& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7756 # 2214 & 21
22 6151 # 731.8 & 250.6 & 20.68& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&10963 # 1253 & 22
23 13495 # 766.9 & 232.8 & 17.77& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&17169 # 1955 & 23
24 9810 # 912.8 & 215.6 & 15.70& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&22065 # 1577 & 24
25 30132 # 669.4 & 198.6 & 14.23& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00& 7858 # 1219 & 25
26 15523 # 589.6 & 195.1 & 12.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&11028 # 2016 & 26
27 11137 # 544.1 & 314.3 & 10.78& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&34265 # 8498 & 27
28 23258 # 524.8 & 264.9 & 8.85& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&38308 # 4041 & 28
29 24547 # 233.1 & 7.10& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&36200 #18045 # 29
30 30122 # 207.0 & 5.25& 0.00& 0.00& 0.00& 0.00& 0.00& 0.00&12077 #35957 # 30
31 30319 # 185.1 & 0.00& 0.00& 0.00& 0.00& 65469 & 31
Mean 9257 &5667 & 379.8 & 69.02 & 0.270& 0.000& 0.000& 0.000& 0.000& 0.000&7443 &5620 &
Median 6151 &2118 & 333.3 & 51.66 & 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000&1558 &
Maximum 30319 &27733 & 1428 & 196.3 & 3.57& 0.00& 0.00& 0.00& 0.00& 0.00&38308 &65469 &
Minimum 11.38 & 524.8 & 185.1 & 5.253& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 467.1 &
Total 286974 &158689 & 11772 & 2071 & 8.4& 0.0& 0.0& 0.0& 0.0& 0.0&223281 &174227 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2348 & # ... Relative Uncertainty +/-15%
Ann. Median 0.000& & ... Relative Uncertainty +/-30%
Annual Total 857022 &
Maximum Minimum
Daily 65469 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 29/01/2023
Site 809322 Wilson River - Odonnell Range 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 59947 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 52442 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 32955 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 16297 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 13761 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 11181 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 13637 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 10636 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 6716 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 5085 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 4209 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 3686 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 4374 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 30542 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 15195 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 8317 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 5812 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 6837 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 6722 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 9578 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 5774 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 3868 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 3215 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 2893 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 2556 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 2633 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 9536 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 12904& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 6837 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 59947& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 2556 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 348402& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 4 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12904 & # ... Relative Uncertainty +/-15%
Ann. Median 6837 & & ... Relative Uncertainty +/-30%
Annual Total 348402 & [ ... Not Available
Missing Days 338
Maximum Minimum
Daily 59947 & 2556 &