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Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1966
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 950.9 " 431.4 " 260.0 " 92.04 " 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 706.9 " 374.2 " 237.5 " 76.72 " 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 567.1 " 339.2 " 213.3 " 65.95 " 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 961.4 " 486.2 " 307.5 " 193.0 " 62.37 " 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 692.1 " 801.7 " 281.4 " 179.8 " 58.57 " 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 565.9 " 959.5 " 263.2 " 168.8 " 56.59 " 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 494.4 " 741.1 " 253.5 " 161.6 " 53.59 " 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 692.9 " 593.9 " 256.8 " 160.4 " 50.41 " 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 934.6 " 488.8 " 384.2 " 162.3 " 47.57 " 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 694.3 " 440.6 " 801.5 " 156.3 " 47.56 " 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 576.3 " 419.3 " 808.1 " 147.7 " 49.47 " 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 485.3 " 514.1 " 540.5 " 136.1 " 51.32 " 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 435.3 " 999.0 " 436.9 " 126.8 " 52.35 " 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 402.0 "2449 " 555.5 " 117.0 " 52.57 " 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 374.5 "1741 " 470.7 " 112.4 " 48.96 " 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 374.0 "1005 " 363.1 " 111.7 " 46.54 " 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 463.7 " 832.7 " 320.3 " 107.6 " 44.13 " 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 399.3 "1078 " 283.5 " 100.8 " 43.07 " 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 398.3 "1533 " 260.3 " 95.01 " 42.96 " 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 363.6 "1485 " 242.5 " 92.41 " 42.95 " 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 328.6 "1010 " 229.6 " 87.48 " 42.29 " 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 304.9 " 910.3 " 235.0 " 88.52 " 42.08 " 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 289.3 " 763.0 " 271.7 " 101.4 " 41.73 " 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 338.7 " 632.1 " 409.1 " 99.61 " 43.26 " 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 719.6 " 607.3 " 358.0 " 92.84 " 45.22 $ 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 589.0 " 573.5 " 295.0 " 88.87 " 45.88 $ 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 800.2 " 555.8 " 269.9 " 87.69 " 51.79 $ 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1267 " 535.0 " 293.4 " 85.35 " 68.45 $ 28
29 [ ] [ ] [ ] [ ] [ ] [ ] 1548 " 509.8 " 288.1 " 93.36 " 70.03 $ 29
30 [ ] [ ] [ ] [ ] [ ] [ ] 1125 " 484.5 " 331.1 " 104.4 " 63.57 $ 30
31 [ ] [ ] [ ] [ ] 976.1 " 311.5 " 57.92 $ 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] 628.3 " 845.8 " 363.4 " 132.3 " 53.48 $
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] 530.2 " 724.0 " 311.5 " 112.0 " 50.41 $
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1548 "2449 " 808.1 " 260.0 " 92.04 $
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] 289.3 " 419.3 " 229.6 " 85.35 " 41.73 $
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17594 "25375 "11267 " 3970 " 1658 $
Missing Days 31 28 31 30 31 30 31 3 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 399.1 $ " ... Relative Uncertainty +/-10%
Ann. Median 294.2 $ $ ... Relative Uncertainty +/-20%
Annual Total 59863 $ [ ... Not Available
Missing Days 215
Maximum Minimum
Daily 2449 $ 41.73 $
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1967
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 53.00 $ 21.43 " 15.85 & 17.77 # 28.88 " 257.6 "1759 #1007 " 793.8 " 310.7 " 139.9 " 74.47 " 1
2 48.43 $ 20.15 " 15.05 & 17.43 # 28.76 " 220.7 "1534 #1152 "2043 " 295.5 " 139.9 " 67.30 " 2
3 44.40 $ 19.89 " 15.05 & 20.69 # 27.16 " 334.7 "1381 #1483 "2951 & 280.5 " 139.9 " 62.76 " 3
4 41.63 $ 19.89 " 15.05 & 30.68 " 26.70 " 286.7 "1178 #1206 "1692 " 334.6 " 139.9 " 58.06 " 4
5 41.15 $ 19.81 " 14.83 & 29.12 " 26.82 " 225.1 "1052 # 867.0 "1066 " 413.1 " 138.8 " 54.31 " 5
6 46.94 $ 19.75 " 14.69 & 25.57 " 26.82 " 308.2 "1156 # 719.1 " 827.2 " 381.8 " 126.9 " 53.82 " 6
7 51.64 $ 19.75 " 14.59 & 23.51 " 26.96 " 338.8 "1366 # 648.1 " 696.0 " 393.7 " 116.3 " 53.92 " 7
8 46.95 $ 19.75 " 14.57 & 22.56 " 27.03 " 420.4 "1732 #1139 " 684.7 " 580.6 " 107.5 " 54.08 " 8
9 42.08 $ 19.75 " 14.57 & 21.75 " 45.55 "1463 "1423 #1767 " 636.0 " 516.4 " 99.46 " 54.15 " 9
10 39.28 $ 19.66 " 14.57 & 21.64 " 143.1 " 952.8 "1582 #1294 " 554.5 " 371.1 " 90.97 " 60.47 " 10
11 37.18 $ 19.11 " 14.57 & 23.44 " 216.4 " 627.5 "1696 # 968.0 " 509.5 " 306.5 " 84.60 " 81.62 " 11
12 34.79 $ 18.76 # 14.57 & 46.81 " 207.6 "1412 "1240 # 923.0 " 485.4 " 306.7 " 82.76 " 71.38 " 12
13 33.06 $ 18.13 # 14.57 & 57.75 " 252.1 "2212 "1312 " 783.9 " 498.6 " 299.0 " 82.01 " 64.26 " 13
14 31.51 $ 17.47 # 14.52 & 41.22 " 150.8 "1785 "1607 & 635.4 " 455.5 " 262.9 " 79.47 " 57.65 " 14
15 29.93 $ 17.00 # 28.73 & 46.45 " 105.2 "1060 "8019 & 574.9 " 557.7 " 245.8 " 99.04 " 52.99 " 15
16 28.37 $ 16.83 # 48.15 " 53.78 " 80.30 " 738.4 "6352 &1238 " 511.9 " 234.5 " 124.8 " 50.64 " 16
17 27.31 $ 16.83 # 35.29 " 48.01 " 224.6 " 547.3 "4189 &1128 " 423.3 " 220.5 " 148.7 " 47.66 " 17
18 26.71 $ 16.65 # 29.54 " 46.61 " 362.2 " 448.7 "2903 & 788.0 " 421.9 " 208.2 " 156.7 " 47.08 " 18
19 26.66 " 16.69 # 26.03 " 38.43 " 247.9 " 416.0 "2118 " 671.3 " 419.8 " 197.9 " 140.7 " 45.84 " 19
20 26.77 " 17.21 # 23.99 " 32.78 " 175.1 "2287 &3515 & 635.9 " 377.1 " 183.6 " 136.1 " 45.52 " 20
21 27.16 " 17.49 # 22.44 " 30.28 " 130.9 "2063 &2522 &1248 " 357.7 " 175.3 " 119.8 " 43.21 " 21
22 26.68 " 17.42 # 21.24 " 29.08 " 106.3 "1410 "2148 "1855 " 450.5 " 165.6 " 107.5 " 43.16 " 22
23 26.44 " 17.42 # 21.03 " 29.16 " 93.26 "1773 "1773 "1480 " 449.8 " 157.1 " 98.17 " 42.96 " 23
24 25.98 " 17.55 # 21.03 " 31.02 " 123.7 "1005 "1414 "1696 " 497.7 " 153.1 " 87.41 " 58.56 " 24
25 25.52 " 17.46 # 20.04 " 31.39 " 170.9 " 784.4 "1070 "2490 " 538.2 " 162.0 " 80.42 " 105.6 " 25
26 25.37 " 17.39 # 19.27 " 30.82 " 181.9 "1046 " 893.0 "2708 " 452.6 " 197.7 " 77.52 " 75.31 " 26
27 24.03 " 16.75 # 18.87 " 29.45 " 216.2 "1648 "1772 "1679 " 442.0 " 214.6 " 87.17 " 59.25 " 27
28 23.19 " 16.53 # 18.92 " 28.75 " 562.6 "1408 "2858 &1365 " 405.9 " 216.3 " 109.3 " 54.81 " 28
29 22.82 " 18.92 " 28.71 " 693.0 "2089 "1970 "1174 " 387.4 " 196.5 " 105.9 " 53.27 " 29
30 22.81 " 18.50 # 28.83 " 470.7 "2808 &1798 "1017 " 339.2 " 165.6 " 88.51 " 53.25 " 30
31 21.96 " 18.16 # 335.5 " 1308 " 897.0 " 144.7 " 53.24 " 31
Mean 33.22 $ 18.30 # 19.91 & 32.12 # 177.9 "1079 &2150 &1201 " 697.5 & 267.5 " 111.2 " 58.09 "
Median 28.37 $ 17.52 # 18.50 & 29.30 # 143.1 " 979.1 &1696 &1139 " 498.1 & 234.5 " 107.5 " 54.15 "
Maximum 53.00 $ 21.43 # 48.15 & 57.75 # 693.0 "2808 &8019 &2708 "2951 & 580.6 " 156.7 " 105.6 "
Minimum 21.96 $ 16.53 # 14.52 & 17.43 # 26.70 " 220.7 & 893.0 & 574.9 " 339.2 & 144.7 " 77.52 " 42.96 "
Total 1030 $ 512.5 # 617.2 & 963.5 # 5515 "32376 &66640 &37238 "20926 & 8292 " 3336 " 1801 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 491.1 & " ... Relative Uncertainty +/-10%
Ann. Median 119.8 & # ... Relative Uncertainty +/-15%
Annual Total 179248 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 8019 & 14.52 &
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1968
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 51.62 " 37.45 " 24.06 " 39.34 " 159.3 " 419.1 " 566.8 "2213 " 709.0 " 441.3 " 360.1 " 101.1 " 1
2 49.71 " 34.77 " 23.91 " 39.52 " 175.2 " 291.3 " 602.9 "1629 " 824.3 " 406.4 " 290.1 " 100.9 " 2
3 45.53 " 32.96 " 23.28 " 39.12 " 147.9 " 234.5 " 471.9 "1882 " 905.4 " 375.6 " 257.7 " 99.16 " 3
4 44.38 " 31.71 " 22.34 " 36.97 " 125.0 " 236.4 " 369.4 "1390 " 878.3 " 406.1 " 238.7 " 92.02 " 4
5 44.32 " 31.23 " 22.10 " 34.54 " 107.9 " 255.6 " 337.9 " 970.3 " 788.4 " 866.8 " 219.6 " 84.89 " 5
6 44.13 " 30.05 " 22.21 " 33.49 " 91.94 " 285.2 " 318.6 "1378 " 617.4 "1083 " 205.4 " 79.51 " 6
7 64.00 " 29.45 " 22.97 " 33.21 " 80.82 " 238.8 " 414.4 "2493 " 518.5 " 808.9 " 188.8 " 76.05 " 7
8 207.1 " 28.83 " 25.49 " 32.61 " 74.92 " 226.0 " 403.0 "2889 " 460.6 " 634.1 " 173.0 " 75.66 " 8
9 161.3 " 27.98 " 29.63 " 32.34 " 74.80 " 433.1 " 301.8 "1724 " 418.6 " 518.7 " 163.2 " 73.91 " 9
10 107.0 " 26.89 " 29.73 " 31.68 " 76.49 " 422.6 " 272.7 "1744 " 524.5 " 445.5 " 172.6 " 69.60 " 10
11 75.52 " 26.21 " 27.49 " 31.13 " 76.75 " 364.5 " 326.0 "2238 "1244 " 388.7 " 155.1 " 69.36 " 11
12 62.12 " 25.72 " 26.01 " 31.02 " 75.00 " 454.8 " 273.4 "1420 "1211 " 345.0 " 173.2 " 67.76 " 12
13 54.56 " 25.02 " 24.59 " 31.33 " 68.76 "1033 " 242.8 "1024 "1102 " 310.4 " 201.5 " 67.98 " 13
14 48.07 " 24.85 " 23.90 " 43.02 " 124.4 "1363 " 268.1 " 817.1 "1150 " 317.1 " 173.9 " 68.54 " 14
15 43.21 " 24.57 " 25.41 " 60.99 " 211.0 "1299 "1263 " 686.7 " 897.8 " 624.0 " 155.5 " 68.54 " 15
16 40.38 " 23.82 " 25.99 " 81.73 " 152.4 " 827.9 "1350 " 720.5 " 713.9 " 509.6 " 146.9 " 68.54 " 16
17 35.83 " 23.99 " 28.00 " 87.82 " 113.8 " 593.2 "1320 " 815.1 " 582.8 " 423.2 " 144.1 " 68.54 " 17
18 35.58 " 23.68 " 35.33 " 97.81 " 106.7 " 593.0 " 770.2 "1098 " 686.4 " 412.3 " 177.8 " 68.54 " 18
19 35.39 " 22.88 " 34.59 " 106.1 " 108.5 " 477.7 " 599.8 "1110 " 884.8 " 366.7 " 182.1 " 67.67 " 19
20 34.71 " 22.89 " 30.76 " 85.56 " 97.02 " 375.7 " 556.0 " 970.5 " 650.4 " 434.2 " 186.2 " 65.46 " 20
21 34.08 " 22.71 " 28.80 " 70.96 " 81.89 " 314.0 " 469.0 " 799.2 " 537.6 " 673.2 " 172.5 " 63.99 " 21
22 32.65 " 23.37 " 27.84 " 59.87 " 72.22 " 276.0 " 394.3 " 722.6 " 747.0 " 567.8 " 159.4 " 87.17 " 22
23 31.87 " 24.50 " 26.47 " 54.49 " 67.56 " 258.9 " 369.8 " 808.5 "1509 " 411.8 " 142.3 " 129.0 " 23
24 31.96 " 24.71 " 25.90 " 53.70 " 64.63 " 246.1 "1046 " 825.7 "1052 " 392.6 " 130.5 " 101.9 " 24
25 31.50 " 24.89 " 25.99 " 72.81 " 64.11 " 265.3 " 879.3 " 764.1 " 739.5 " 327.0 " 121.8 " 84.89 " 25
26 31.50 " 25.07 " 38.97 " 224.0 " 64.79 " 336.8 " 632.0 "1083 " 592.0 " 280.7 " 116.8 " 71.90 " 26
27 37.48 " 24.26 " 58.34 " 206.5 " 63.30 " 611.1 "1131 "1872 " 521.5 " 261.5 " 112.1 " 64.80 " 27
28 41.22 " 23.60 " 102.5 " 151.8 " 60.58 " 488.1 "1193 "1488 " 641.4 " 253.7 " 108.9 " 60.73 " 28
29 39.35 " 23.92 " 67.13 " 130.3 " 59.48 " 504.1 "1590 "1075 " 645.9 " 235.2 " 107.3 " 57.79 " 29
30 38.85 " 52.07 " 130.6 " 60.58 " 574.8 "2954 & 832.1 " 530.6 " 239.6 " 102.4 " 55.59 " 30
31 38.06 " 44.13 " 214.9 " 2939 " 714.0 " 301.0 " 51.45 " 31
Mean 53.97 " 26.62 " 33.10 " 72.14 " 100.7 " 476.7 " 794.4 &1297 " 776.1 " 453.6 " 174.6 " 76.22 "
Median 41.22 " 24.89 " 26.47 " 54.09 " 80.82 " 397.4 " 556.0 &1083 " 711.4 " 406.4 " 172.5 " 69.36 "
Maximum 207.1 " 37.45 " 102.5 " 224.0 " 214.9 "1363 "2954 &2889 "1509 "1083 " 360.1 " 129.0 "
Minimum 31.50 " 22.71 " 22.10 " 31.02 " 59.48 " 226.0 " 242.8 & 686.7 " 418.6 " 235.2 " 102.4 " 51.45 "
Total 1673 " 772.0 " 1026 " 2164 " 3123 "14300 "24625 &40196 "23284 "14062 " 5239 " 2363 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 362.9 & " ... Relative Uncertainty +/-10%
Ann. Median 149.9 & & ... Relative Uncertainty +/-30%
Annual Total 132827 &
Maximum Minimum
Daily 2954 & 22.10 &
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1969
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 47.92 " 27.25 " 22.10 " 23.39 " 35.80 " 73.64 " 605.1 " 359.8 " 598.6 " 148.4 " 55.77 " 31.04 " 1
2 46.24 " 26.23 " 22.10 " 23.39 " 35.80 " 68.95 " 388.4 " 494.0 " 585.1 " 144.2 " 53.91 " 31.01 " 2
3 43.80 " 25.81 " 22.10 " 23.39 " 35.80 " 65.70 " 845.6 " 573.8 " 402.2 " 137.1 " 160.2 " 30.75 " 3
4 40.35 " 25.39 " 22.10 " 23.39 " 35.78 " 62.26 " 766.7 " 440.4 " 426.4 " 129.3 " 737.3 " 29.81 " 4
5 39.15 " 25.39 " 22.04 " 23.39 " 35.12 " 61.20 " 511.5 " 630.3 " 564.5 " 121.2 " 497.9 " 27.80 " 5
6 37.94 " 25.40 " 20.65 " 23.61 " 33.71 " 79.56 " 381.7 " 689.0 " 473.7 " 113.4 " 262.2 " 26.54 " 6
7 36.46 " 25.96 " 20.25 " 49.39 " 33.57 " 127.8 " 310.6 " 526.8 " 398.8 " 107.0 " 176.0 " 25.26 " 7
8 34.91 " 25.39 " 20.04 " 86.31 " 33.16 " 157.1 " 268.3 " 481.1 " 332.2 " 101.3 " 139.4 " 24.55 " 8
9 34.90 " 25.56 " 19.09 " 180.7 " 32.92 " 175.3 " 242.1 " 388.6 " 305.0 " 98.95 " 117.0 " 28.91 " 9
10 34.90 " 24.39 " 19.34 " 229.8 " 36.53 " 134.7 " 437.0 " 414.8 " 317.9 " 100.4 " 101.9 " 40.16 " 10
11 35.10 " 24.01 " 20.80 " 126.5 " 51.44 " 281.1 " 755.7 " 864.6 " 278.3 " 96.23 " 91.39 " 39.55 " 11
12 35.12 " 23.88 " 26.56 " 92.72 " 59.46 " 331.3 " 543.2 " 622.5 " 249.7 " 92.18 " 83.16 " 34.88 " 12
13 35.12 " 23.88 " 43.84 " 73.60 " 54.23 " 223.7 " 393.3 " 472.7 " 228.9 " 91.47 " 78.04 " 29.87 " 13
14 35.81 " 23.88 " 46.91 " 62.00 " 47.02 " 306.0 " 335.2 " 393.4 " 218.3 " 92.62 " 72.45 " 26.67 " 14
15 38.37 " 23.88 " 35.60 " 53.12 " 43.57 " 448.2 " 329.5 " 333.6 " 206.0 " 89.72 " 67.25 " 25.15 " 15
16 40.31 " 24.01 " 31.04 " 49.56 " 40.25 " 446.3 " 299.8 " 293.3 " 194.2 " 85.95 " 65.71 " 24.09 " 16
17 41.47 " 24.04 " 28.54 " 49.17 " 39.03 " 357.7 " 368.5 " 269.5 " 187.9 " 81.29 " 60.44 " 23.42 " 17
18 41.01 " 24.04 " 26.19 " 49.17 " 40.08 " 244.5 " 942.3 " 246.3 " 176.0 " 76.87 " 52.92 " 23.55 " 18
19 40.25 " 23.02 " 26.16 " 48.16 " 128.9 " 200.0 " 814.7 " 230.1 " 168.6 " 74.03 " 47.88 " 23.10 " 19
20 37.18 " 22.90 " 27.09 " 44.88 " 180.7 " 218.0 " 743.3 " 215.1 " 159.4 " 74.09 " 44.21 " 23.06 " 20
21 35.15 " 22.90 " 26.07 " 40.86 " 119.1 " 398.4 " 520.3 " 215.1 " 152.0 " 81.79 " 42.68 " 23.06 " 21
22 33.89 " 23.02 " 25.04 " 39.82 " 91.45 " 360.2 " 412.1 " 231.0 " 147.0 " 83.08 " 40.40 " 23.10 " 22
23 31.62 " 23.06 " 23.43 " 37.97 " 86.40 " 261.2 " 355.9 " 224.4 " 143.5 " 92.42 " 50.05 " 22.74 " 23
24 30.60 " 23.06 " 23.39 " 38.52 " 85.22 " 208.5 " 313.9 " 297.9 " 139.9 " 97.97 " 63.65 " 22.20 " 24
25 30.33 " 23.06 " 23.39 " 44.10 " 81.41 " 181.7 " 277.5 " 487.7 " 134.4 " 94.26 " 50.89 " 20.74 " 25
26 29.98 " 23.06 " 23.44 " 44.90 " 89.64 " 159.6 " 257.9 " 484.1 " 189.1 " 84.48 " 43.26 " 19.67 " 26
27 29.98 " 22.81 " 23.39 " 43.78 " 118.2 " 170.9 " 422.6 " 447.4 " 230.0 " 75.40 " 39.86 " 19.24 " 27
28 29.47 " 21.64 " 23.39 " 41.51 " 132.6 " 470.3 " 412.5 " 597.9 " 182.7 " 68.72 " 36.79 " 18.93 " 28
29 29.34 " 23.39 " 40.27 " 106.1 " 502.5 " 381.0 " 449.6 " 154.2 " 64.75 " 34.44 " 18.63 " 29
30 28.32 " 23.39 " 36.79 " 91.36 " 665.5 " 399.4 " 425.4 " 145.9 " 60.90 " 33.26 " 18.23 " 30
31 27.94 " 23.39 " 81.45 " 377.3 " 430.2 " 57.48 " 17.52 " 31
Mean 35.90 " 24.18 " 25.30 " 58.14 " 68.25 " 248.1 " 464.9 " 426.8 " 269.7 " 94.10 " 113.3 " 25.59 "
Median 35.12 " 23.94 " 23.39 " 44.49 " 51.44 " 213.2 " 393.3 " 430.2 " 212.1 " 92.18 " 62.04 " 24.09 "
Maximum 47.92 " 27.25 " 46.91 " 229.8 " 180.7 " 665.5 " 942.3 " 864.6 " 598.6 " 148.4 " 737.3 " 40.16 "
Minimum 27.94 " 21.64 " 19.09 " 23.39 " 32.92 " 61.20 " 242.1 " 215.1 " 134.4 " 57.48 " 33.26 " 17.52 "
Total 1113 " 676.9 " 784.2 " 1744 " 2116 " 7442 "14413 "13231 " 8090 " 2917 " 3400 " 793.3 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 155.4 " " ... Relative Uncertainty +/-10%
Ann. Median 63.65 "
Annual Total 56721 "
Maximum Minimum
Daily 942.3 " 17.52 "
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1970
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 16.38 " 10.00 & 10.76 " 9.546& 68.34 " 186.7 "2775 "1754 " 486.7 "1052 " 195.7 " 93.77 " 1
2 15.95 " 9.797& 10.57 " 9.376& 109.7 " 385.4 "2040 "2041 " 881.8 " 861.5 " 182.8 " 89.49 " 2
3 15.65 " 9.953" 10.23 " 8.975& 75.79 " 415.5 "1641 "2275 " 923.6 "1368 " 215.9 " 86.47 " 3
4 15.65 " 9.953" 10.05 " 8.975& 54.48 " 280.8 "1408 "1411 " 718.2 "2959 & 433.3 " 86.07 " 4
5 15.53 " 10.07 " 10.28 " 8.975& 44.09 " 202.8 "1195 "1009 " 719.1 "3613 & 342.9 " 88.67 " 5
6 15.02 " 12.14 " 10.44 " 8.975& 36.58 " 198.9 "2328 " 791.0 # 703.2 "2015 " 285.1 " 83.35 " 6
7 14.51 " 18.19 " 10.76 " 8.975& 32.99 " 231.8 "4283 & 619.7 # 758.3 "1701 " 247.0 " 78.39 " 7
8 14.31 " 19.59 " 9.888& 8.970& 31.72 " 442.5 "3102 & 797.1 #1085 "1225 " 246.2 " 76.49 " 8
9 13.67 " 18.20 " 9.372& 8.855& 32.07 " 562.2 "1887 " 974.8 #1227 " 954.8 " 224.6 " 73.76 " 9
10 13.24 " 15.32 " 8.819& 8.853& 43.92 " 388.3 "1223 " 779.0 # 861.8 " 840.1 " 197.4 " 71.38 " 10
11 13.22 " 14.09 " 8.482& 9.249& 60.69 " 684.2 " 964.6 " 653.6 " 670.0 " 694.0 " 207.2 " 68.39 " 11
12 12.69 " 13.24 " 8.470& 10.82 " 117.7 "1185 " 820.5 " 582.3 " 564.4 " 585.3 " 262.7 " 70.48 " 12
13 12.12 " 12.00 " 8.731& 11.09 " 214.3 " 950.6 " 876.7 " 523.4 " 578.7 " 524.2 " 278.8 " 77.15 " 13
14 11.98 " 11.18 " 8.731& 11.07 " 219.8 "1172 " 794.1 " 462.2 " 802.4 " 458.3 " 259.0 " 75.63 " 14
15 11.98 " 11.16 " 8.731& 11.04 " 200.6 "1030 " 679.5 " 418.0 " 634.3 " 412.1 " 203.5 " 68.57 " 15
16 11.98 " 17.00 " 8.731& 12.96 " 141.6 " 651.1 " 672.5 " 392.5 " 504.7 " 391.4 " 176.1 " 65.41 " 16
17 11.98 " 53.60 " 8.731& 36.57 " 105.6 " 488.3 " 625.5 " 369.2 " 438.5 " 358.8 " 156.6 " 63.92 " 17
18 11.88 " 38.29 " 8.731& 45.48 " 89.92 "1153 " 534.8 " 693.4 " 394.1 " 330.6 " 143.8 " 62.07 " 18
19 11.86 " 23.90 " 8.731& 57.44 " 97.74 "1378 " 475.9 "1321 " 508.6 " 328.8 " 133.9 " 58.44 " 19
20 11.86 " 18.65 " 8.837& 206.1 " 92.68 "1594 " 434.1 "1950 " 864.2 " 307.2 " 130.3 " 55.46 " 20
21 11.86 " 16.51 " 9.013& 139.4 " 78.56 "1183 " 409.2 "1403 "1004 " 300.9 " 128.1 " 50.87 " 21
22 11.67 " 14.35 " 8.975& 92.64 " 68.54 "1242 " 432.9 " 920.5 " 853.2 " 285.3 " 123.3 " 49.19 " 22
23 11.43 " 13.23 " 8.975& 69.90 " 59.44 "4137 &1174 " 741.6 " 709.7 " 261.0 " 117.3 " 46.87 " 23
24 11.39 " 12.43 " 8.975& 60.41 " 55.90 "6616 &2260 " 724.3 " 807.3 " 244.9 " 116.9 " 44.47 " 24
25 11.22 " 12.33 " 8.975& 48.08 " 59.42 "8449 &1748 " 975.0 " 942.5 " 233.0 " 110.1 " 43.01 " 25
26 11.04 " 11.74 " 9.206& 39.83 " 75.91 "6611 &1273 " 898.1 " 833.6 " 227.5 " 104.4 " 42.88 " 26
27 10.97 " 11.44 " 9.449& 34.71 " 123.9 "3836 &1091 " 923.9 " 767.4 " 310.0 " 98.37 " 43.35 " 27
28 10.97 " 11.20 " 9.575& 31.58 " 113.8 "4039 & 910.0 " 884.8 " 769.6 " 344.6 " 95.21 " 43.14 " 28
29 10.97 " 9.385& 28.51 " 87.58 "3780 &1592 " 898.3 " 675.8 " 259.2 " 95.50 " 41.63 " 29
30 10.97 " 9.249& 30.28 " 76.31 "3626 &2071 " 689.2 " 596.5 " 228.2 " 95.36 " 40.40 " 30
31 10.75 " 9.439& 87.37 " 1756 " 555.8 " 211.0 " 38.71 " 31
Mean 12.73 " 16.05 & 9.332& 35.92 & 88.94 "1903 &1402 & 949.5 # 742.8 " 770.6 & 186.9 " 63.80 "
Median 11.98 " 12.83 & 9.013& 12.03 & 76.31 "1091 &1195 & 797.1 # 738.7 " 391.4 & 179.4 " 65.41 "
Maximum 16.38 " 53.60 & 10.76 & 206.1 & 219.8 "8449 &4283 &2275 #1227 "3613 & 433.3 " 93.77 "
Minimum 10.75 " 9.797& 8.470& 8.853& 31.72 " 186.7 & 409.2 & 369.2 # 394.1 " 211.0 & 95.21 " 38.71 "
Total 394.7 " 449.5 & 289.3 & 1078 & 2757 "57100 &43475 &29433 #22284 "23887 & 5607 " 1978 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 517.1 & " ... Relative Uncertainty +/-10%
Ann. Median 117.7 & # ... Relative Uncertainty +/-15%
Annual Total 188733 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 8449 & 8.470&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1971
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 37.68 " 189.3 " 25.34 " 39.45 " 37.30 " 466.5 " 293.1 " 989.3 " 365.5 "2497 " 274.2 " 182.8 " 1
2 37.33 " 95.33 " 25.57 " 33.44 " 39.26 " 318.2 " 276.8 "1192 " 331.7 "1472 " 279.9 " 167.2 " 2
3 36.14 " 68.40 " 23.48 " 30.65 " 39.35 " 250.4 " 477.5 " 878.0 " 306.6 " 955.1 " 317.1 " 152.1 " 3
4 36.14 " 50.80 " 22.60 " 28.38 " 37.88 " 208.3 " 601.5 " 816.5 " 295.9 " 860.5 " 342.2 " 145.2 " 4
5 36.14 " 41.73 " 22.06 " 27.02 " 36.33 " 178.6 " 482.6 " 697.9 " 397.3 "2136 " 332.6 " 141.6 " 5
6 36.14 " 41.04 " 21.67 " 27.21 " 34.43 " 254.3 " 420.3 " 605.1 " 510.0 "1745 " 277.2 " 139.2 " 6
7 35.77 " 49.52 " 21.25 " 26.95 " 33.91 " 412.7 " 592.7 " 529.6 " 796.3 "1427 " 239.8 " 130.3 " 7
8 37.18 " 51.62 " 21.55 " 27.12 " 33.03 " 373.2 " 444.3 " 524.7 " 857.4 "1782 " 214.6 " 122.5 " 8
9 39.84 " 42.30 " 22.35 " 27.34 " 31.72 " 607.0 " 334.8 " 518.7 " 901.9 "1474 " 209.6 " 136.7 " 9
10 39.16 " 36.49 " 22.39 " 27.14 " 32.08 " 871.6 " 285.4 " 466.1 " 674.8 "1042 " 237.1 " 141.5 " 10
11 35.70 " 34.07 " 21.96 " 25.97 " 30.99 " 520.8 " 252.5 " 450.6 " 504.7 " 848.2 " 375.8 " 129.7 " 11
12 34.76 " 34.46 " 22.22 " 25.24 " 30.06 " 388.4 " 281.2 " 413.1 " 428.1 " 697.7 " 404.1 " 119.0 " 12
13 33.31 " 34.28 " 22.30 " 25.11 " 31.11 " 303.0 " 417.2 " 687.2 " 833.6 " 780.6 " 375.3 " 112.6 " 13
14 31.90 " 32.12 " 24.39 " 26.48 " 153.8 " 255.3 " 661.2 " 615.1 "1148 "1370 " 349.7 " 103.6 " 14
15 30.52 " 32.57 " 24.53 " 39.66 " 370.3 " 223.9 " 734.3 " 552.2 " 854.2 " 975.9 " 443.6 " 97.11 " 15
16 30.51 " 32.62 " 24.43 " 58.49 " 221.2 " 243.3 " 575.7 "1219 " 621.3 " 702.3 "1129 " 90.78 " 16
17 30.28 " 33.91 " 22.97 " 51.56 " 184.9 " 563.9 " 605.2 "1267 " 605.2 " 647.2 "1307 " 88.60 " 17
18 29.82 " 35.86 " 21.06 " 43.22 " 154.7 " 435.9 " 578.8 "1056 "1107 " 620.7 " 817.1 " 88.60 " 18
19 29.17 " 36.03 " 20.28 " 39.33 " 168.6 " 326.2 " 427.6 "1509 "1445 " 506.4 " 634.2 " 87.93 " 19
20 28.12 " 35.26 " 20.01 " 35.64 " 169.3 " 396.0 " 557.7 "1220 "1332 " 488.6 " 511.3 " 85.42 " 20
21 26.87 " 32.94 " 19.39 " 35.85 " 217.4 " 707.0 " 668.1 " 801.8 "1172 " 480.3 " 406.8 " 80.69 " 21
22 26.51 " 30.15 " 18.99 " 36.14 " 561.1 " 487.8 " 489.1 " 724.6 "1121 " 492.8 " 338.4 " 75.93 " 22
23 24.78 " 28.24 " 18.99 " 37.86 "1078 " 425.0 " 383.3 " 628.9 " 967.1 " 444.2 " 335.8 " 74.10 " 23
24 24.57 " 26.13 " 18.99 " 41.37 " 587.5 " 368.6 " 371.5 " 530.9 "1249 " 414.7 " 360.9 " 72.38 " 24
25 24.02 " 24.75 " 18.99 " 42.76 " 382.2 " 318.0 " 587.1 " 443.5 "1985 " 599.1 " 325.1 " 71.13 " 25
26 24.20 " 23.61 " 18.99 " 42.51 " 294.1 " 282.8 " 515.8 " 585.9 "1564 " 710.1 " 374.3 " 74.40 " 26
27 24.23 " 23.61 " 19.31 " 38.57 " 263.1 " 249.5 " 395.8 " 970.3 "1098 " 507.6 " 309.3 " 72.76 " 27
28 24.23 " 23.66 " 27.56 " 34.03 " 225.7 " 249.0 " 357.4 " 699.4 " 941.0 " 396.4 " 255.1 " 70.23 " 28
29 23.72 " 50.80 " 32.83 " 200.6 " 252.4 " 377.0 " 505.9 " 942.1 " 357.7 " 218.0 " 67.37 " 29
30 24.93 " 64.66 " 34.98 " 268.2 " 257.5 " 772.1 " 439.7 "2602 " 331.9 " 198.2 " 66.13 " 30
31 124.3 " 48.07 " 525.7 " 932.8 " 393.4 " 300.4 " 65.95 " 31
Mean 34.13 " 43.60 " 25.07 " 34.74 " 208.8 " 373.2 " 488.7 " 739.7 " 931.9 " 905.3 " 406.4 " 104.9 "
Median 30.52 " 34.37 " 22.22 " 34.50 " 168.6 " 322.2 " 477.5 " 628.9 " 879.6 " 702.3 " 337.1 " 90.78 "
Maximum 124.3 " 189.3 " 64.66 " 58.49 "1078 " 871.6 " 932.8 "1509 "2602 "2497 "1307 " 182.8 "
Minimum 23.72 " 23.61 " 18.99 " 25.11 " 30.06 " 178.6 " 252.5 " 393.4 " 295.9 " 300.4 " 198.2 " 65.95 "
Total 1058 " 1221 " 777.1 " 1042 " 6474 "11195 "15151 "22931 "27956 "28064 "12193 " 3253 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 359.8 " " ... Relative Uncertainty +/-10%
Ann. Median 243.3 "
Annual Total 131315 "
Maximum Minimum
Daily 2602 " 18.99 "
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1972
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 64.03 " 24.89 " 13.86 " 22.43 " 23.91 " 71.39 " 190.9 " 921.1 " 596.1 " 221.7 " 109.8 " 36.28 " 1
2 58.93 " 22.94 " 14.43 " 20.32 " 23.61 " 96.67 " 170.0 " 582.2 " 511.7 " 581.6 " 104.1 " 33.46 " 2
3 53.77 " 22.11 " 14.82 " 17.98 " 23.57 " 96.45 " 380.5 " 598.1 " 482.2 " 528.4 " 98.98 " 31.19 " 3
4 49.92 " 21.34 " 14.95 " 17.80 " 23.00 " 75.79 " 446.7 " 644.7 " 942.4 " 366.1 " 96.71 " 29.53 " 4
5 46.63 " 20.53 " 14.79 " 17.67 " 22.96 " 60.72 " 460.1 " 577.7 "1114 " 300.6 " 96.59 " 29.65 " 5
6 51.65 " 19.69 " 13.57 & 20.99 " 22.71 " 54.59 " 340.3 " 561.4 " 948.1 " 255.6 " 98.56 " 28.26 " 6
7 82.79 " 19.77 " 13.15 & 32.13 " 22.21 " 50.68 " 250.1 " 854.5 " 770.6 " 262.7 " 93.84 " 25.53 " 7
8 75.92 " 19.67 " 13.28 & 36.01 " 22.21 " 48.61 " 249.5 " 650.1 " 614.3 " 814.3 " 90.30 " 25.21 " 8
9 65.05 " 18.92 " 13.43 & 35.52 " 22.05 " 44.87 " 374.0 " 525.3 " 503.7 " 970.7 " 87.01 " 24.22 " 9
10 56.60 " 19.04 " 13.43 & 28.92 " 21.62 " 42.49 " 298.8 " 504.0 " 491.1 " 567.0 " 84.28 " 22.50 " 10
11 48.05 " 18.81 " 13.27 & 27.78 " 21.96 " 42.49 " 312.4 " 436.6 " 720.3 " 409.6 " 79.73 " 21.66 " 11
12 43.09 " 18.78 " 13.02 & 27.57 " 21.68 " 41.77 " 381.1 " 370.3 " 624.7 " 332.3 " 78.04 " 20.98 " 12
13 38.92 " 18.88 " 12.04 & 25.86 " 31.82 " 40.26 " 759.0 " 323.2 " 463.5 " 281.6 " 72.75 " 20.04 " 13
14 36.62 " 18.99 " 12.11 & 23.55 " 103.3 " 66.84 " 998.5 " 296.2 " 416.9 " 244.4 " 67.85 " 20.65 " 14
15 34.32 " 18.73 " 12.36 & 22.29 " 105.8 " 73.17 " 693.0 " 268.5 " 419.4 " 213.7 " 65.63 " 20.89 " 15
16 33.10 " 17.31 " 12.46 ! 20.34 " 78.84 " 63.62 " 436.4 " 451.4 " 551.9 " 188.0 " 65.35 " 21.18 " 16
17 32.67 " 16.38 " 12.78 ! 18.67 " 75.66 " 55.39 " 383.8 "1693 " 802.9 " 167.9 " 64.44 " 21.88 " 17
18 31.27 " 15.63 " 12.81 ! 18.02 " 70.41 " 50.90 " 503.4 "1689 " 557.9 " 158.3 " 61.33 " 21.37 " 18
19 30.80 " 15.14 " 13.04 ! 24.65 " 58.73 " 49.64 " 459.3 "1784 " 422.0 " 160.5 " 56.62 " 20.79 " 19
20 29.82 " 14.01 & 13.04 ! 68.44 " 47.09 " 45.79 " 403.7 "2268 " 365.1 " 157.2 " 53.06 " 20.60 " 20
21 29.99 " 12.91 & 13.04 ! 69.16 " 40.09 " 44.27 " 353.2 "2965 & 348.3 " 148.5 " 51.14 " 19.67 " 21
22 29.64 " 12.05 & 13.23 ! 58.93 " 36.86 " 55.39 " 323.6 "3212 & 319.3 " 138.3 " 46.54 " 19.67 " 22
23 28.97 " 12.03 & 13.78 ! 57.71 " 35.02 " 64.05 " 486.3 "1798 " 311.9 " 133.3 " 45.12 " 19.83 " 23
24 27.53 " 11.98 & 14.61 ! 44.54 " 34.19 " 65.07 " 668.8 "1230 " 318.3 " 129.5 " 43.58 " 19.84 " 24
25 27.57 " 12.16 & 15.52 ! 35.02 " 32.35 " 350.3 " 462.3 "1354 " 290.9 " 124.1 " 40.75 " 19.57 " 25
26 28.97 " 12.20 & 21.38 ! 30.89 " 30.26 " 618.6 " 380.3 "1383 " 257.7 " 117.3 " 38.68 " 19.50 " 26
27 30.30 " 12.31 & 21.25 ! 28.80 " 29.65 " 617.3 " 320.0 "1046 " 235.3 " 112.6 " 38.16 " 19.56 " 27
28 29.46 " 13.45 & 23.96 ! 27.92 " 26.36 " 415.0 " 307.6 "1180 " 214.8 " 143.7 " 38.90 " 19.67 " 28
29 27.71 " 13.88 " 26.86 ! 26.10 " 25.71 " 325.6 " 292.1 "1129 " 199.9 " 161.5 " 38.94 " 19.33 " 29
30 26.93 " 28.71 ! 24.70 " 25.47 " 245.7 " 371.6 " 883.2 " 196.3 " 136.9 " 37.56 " 19.22 " 30
31 25.70 " 27.78 " 36.59 " 991.3 " 709.0 " 118.5 " 18.99 " 31
Mean 41.18 " 17.05 & 15.70 ! 31.02 " 38.57 " 132.4 " 433.8 "1061 & 500.4 " 278.9 " 68.15 " 22.93 "
Median 33.10 " 18.73 & 13.43 ! 26.84 " 29.65 " 62.17 " 380.5 " 854.5 & 472.9 " 188.0 " 65.49 " 20.89 "
Maximum 82.79 " 24.89 & 28.71 ! 69.16 " 105.8 " 618.6 " 998.5 "3212 &1114 " 970.7 " 109.8 " 36.28 "
Minimum 25.70 " 11.98 & 12.04 ! 17.67 " 21.62 " 40.26 " 170.0 " 268.5 & 196.3 " 112.6 " 37.56 " 18.99 "
Total 1277 " 494.5 & 486.8 ! 930.7 " 1196 " 3973 "13449 "32888 &15012 " 8647 " 2044 " 710.7 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 221.6 ! ! ... Not reviewed / Quality not known
Ann. Median 50.30 ! " ... Relative Uncertainty +/-10%
Annual Total 81108 ! & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3212 ! 11.98 !
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1973
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 18.15 " 10.27 & 7.724& 8.300& 60.72 ! 953.4 " 988.6 "1287 "1122 " 836.3 " 460.3 " 121.4 ! 1
2 16.74 " 10.27 & 7.744& 8.217& 59.69 ! 595.3 "1002 "1056 "1586 " 647.1 " 426.2 " 117.1 ! 2
3 16.42 " 10.24 & 7.820& 8.320& 58.22 ! 397.7 " 854.8 " 925.9 "1710 " 552.2 " 353.3 " 112.9 ! 3
4 16.56 " 10.16 & 7.820& 9.280& 80.79 ! 289.5 " 639.8 " 854.5 "1201 " 505.1 " 297.6 " 108.8 ! 4
5 16.57 " 10.09 & 7.820& 9.674& 73.02 ! 230.6 " 511.7 "1615 " 835.4 " 439.6 " 465.3 " 104.8 ! 5
6 16.67 " 10.16 & 7.820& 9.618& 110.9 ! 207.8 " 438.7 "2948 & 667.4 " 394.2 " 408.5 " 100.9 ! 6
7 16.46 " 10.27 & 7.759& 9.614& 112.3 ! 326.5 " 458.4 "3487 & 559.7 " 370.7 " 336.1 " 97.05 ! 7
8 16.03 " 10.23 & 7.726& 9.569& 91.22 ! 632.2 "1435 "2326 " 646.9 " 362.3 " 302.8 " 93.32 ! 8
9 15.52 " 10.16 & 7.815& 9.948& 75.97 ! 780.6 "2717 "1444 " 651.5 " 350.4 " 310.8 " 89.67 ! 9
10 15.06 " 10.08 & 7.820& 14.71 & 63.87 ! 537.9 "2351 "1278 " 769.5 " 346.9 " 350.9 " 86.11 ! 10
11 14.50 " 9.711& 7.820& 16.04 " 54.49 " 385.2 "1625 "1348 "1129 " 315.2 " 388.2 " 82.64 ! 11
12 14.03 " 9.450& 7.820& 13.51 & 55.94 " 612.5 "1084 "1140 " 885.8 " 286.5 " 301.4 " 79.26 ! 12
13 13.80 & 9.171& 7.782& 12.92 & 119.0 " 650.6 "1250 "1308 " 659.9 " 269.1 " 245.6 " 75.96 ! 13
14 13.35 & 8.951& 7.731& 13.89 & 136.5 " 419.9 "1334 "1273 " 542.0 " 304.3 " 483.9 " 72.73 ! 14
15 12.66 & 8.965& 7.744& 13.35 & 99.45 " 307.8 "1950 "1743 "1111 " 358.6 " 592.8 " 69.51 ! 15
16 11.81 & 9.101& 7.633& 31.03 & 77.05 " 358.0 "1406 "1462 "1268 " 352.3 " 405.1 " 66.19 ! 16
17 11.67 & 9.080& 7.633& 73.35 ! 63.43 " 350.0 " 976.6 "1038 "1189 " 628.1 " 292.5 " 62.68 ! 17
18 14.34 & 9.101& 8.255& 70.11 ! 53.55 " 431.1 "1476 " 809.0 "1482 " 662.9 " 237.1 " 59.47 ! 18
19 15.75 " 9.017& 8.697& 63.92 ! 46.48 " 521.7 "2532 " 703.8 " 951.7 " 436.8 " 202.2 " 59.75 " 19
20 15.30 " 9.000& 8.697& 56.87 ! 43.32 " 812.7 "1673 " 903.1 " 699.4 " 333.2 " 178.7 ! 59.93 " 20
21 14.98 " 8.627& 8.697& 49.88 ! 84.23 " 764.7 "1674 " 857.4 " 571.0 " 284.5 " 170.7 ! 59.93 " 21
22 13.02 & 8.328& 8.653& 43.51 ! 115.7 "1900 "1870 " 761.9 " 654.3 " 253.1 " 165.5 ! 59.18 " 22
23 12.61 & 8.398& 8.597& 39.77 ! 107.5 "3212 "1401 "1007 " 644.0 " 243.7 " 160.3 ! 55.27 " 23
24 12.30 & 8.344& 8.584& 72.32 ! 97.18 "2259 "2950 &1336 "1506 " 421.4 " 155.0 ! 53.86 " 24
25 12.08 & 8.285& 8.198& 83.36 ! 118.7 "1361 "4435 &1171 "1975 " 504.3 " 149.9 ! 52.08 " 25
26 11.57 & 8.110& 8.106& 77.47 ! 97.50 " 893.0 "2450 " 883.8 "1448 " 372.7 " 144.9 ! 46.89 " 26
27 10.85 & 8.052& 8.106& 72.68 ! 82.57 " 665.0 "1450 " 705.3 "1020 " 303.6 " 140.0 ! 46.21 " 27
28 10.56 & 7.594& 8.115& 67.95 ! 83.50 " 560.1 "2492 " 729.3 " 745.0 " 270.0 " 135.2 ! 44.40 " 28
29 10.41 & 8.203& 64.46 ! 146.7 " 814.3 "2876 " 694.0 "1167 " 444.0 " 130.5 ! 44.45 " 29
30 10.38 & 8.203& 61.37 ! 321.5 "1204 "2482 " 689.7 "1337 " 635.7 " 125.9 ! 43.41 " 30
31 10.33 & 8.297& 855.8 " 1910 " 860.8 " 477.5 " 41.29 " 31
Mean 13.89 & 9.258& 8.046& 36.50 ! 117.6 ! 781.1 "1700 &1247 &1024 " 418.1 " 283.9 ! 73.13 !
Median 14.03 & 9.101& 7.820& 23.54 ! 83.50 ! 603.9 "1476 &1056 & 985.8 " 370.7 " 295.0 ! 66.19 !
Maximum 18.15 & 10.27 & 8.697& 83.36 ! 855.8 !3212 "4435 &3487 &1975 " 836.3 " 592.8 ! 121.4 !
Minimum 10.33 & 7.594& 7.633& 8.217! 43.32 ! 207.8 " 438.7 & 689.7 & 542.0 " 243.7 " 125.9 ! 41.29 !
Total 430.5 & 259.2 & 249.4 & 1095 ! 3647 !23433 "52694 &38642 &30733 "12962 " 8517 ! 2267 !
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 479.3 ! ! ... Not reviewed / Quality not known
Ann. Median 140.0 ! " ... Relative Uncertainty +/-10%
Annual Total 174929 ! & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4435 ! 7.594!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1974
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 38.78 " 23.08 " 14.39 " 12.05 & 28.32 " 762.5 " 439.5 "2364 " 341.6 " 178.5 " 318.5 " 85.68 # 1
2 37.58 " 21.13 " 14.39 " 12.03 & 24.95 " 966.9 "1184 "2467 " 354.4 " 158.7 " 244.3 " 82.80 # 2
3 36.91 " 20.89 " 14.39 " 12.13 & 22.79 " 563.2 "2557 "1579 " 446.5 " 150.4 " 263.2 " 78.54 # 3
4 35.13 " 21.59 " 14.39 " 16.40 & 39.19 " 498.5 "3001 "1522 " 411.6 " 166.4 " 341.0 " 73.79 # 4
5 34.63 " 21.77 " 14.39 " 29.71 " 82.99 " 542.7 "1729 "1843 " 363.2 " 187.1 " 267.6 " 69.42 # 5
6 33.68 " 21.04 " 14.39 " 30.57 " 67.45 # 446.9 "1124 "1939 " 326.0 " 167.7 " 206.7 " 64.74 # 6
7 31.82 " 19.68 " 15.39 " 24.61 " 55.81 # 320.7 " 824.4 "1638 " 292.3 " 233.5 " 173.3 " 60.59 # 7
8 30.30 " 18.83 " 15.90 " 20.12 " 46.54 # 249.3 " 624.9 "1320 " 270.5 " 312.8 " 154.3 " 59.05 # 8
9 29.57 " 18.52 " 16.59 " 18.11 " 41.44 # 207.2 " 632.8 "1260 " 249.9 " 305.1 " 143.0 " 58.82 # 9
10 28.21 " 30.61 " 17.65 " 17.17 " 59.89 # 183.3 " 720.9 "1237 " 232.8 " 233.6 " 133.3 " 57.38 # 10
11 27.22 " 34.91 " 17.84 " 16.04 " 103.6 # 164.6 " 565.4 " 937.6 " 232.0 " 219.7 " 126.9 " 59.39 # 11
12 24.99 " 32.60 " 16.95 " 15.46 " 99.15 # 150.8 " 510.0 " 890.2 " 400.4 " 208.5 " 121.6 " 63.42 # 12
13 23.93 " 27.27 " 15.79 " 15.56 " 266.4 " 140.3 " 951.9 "1375 " 420.2 " 173.4 " 112.8 " 60.36 # 13
14 22.60 " 23.59 " 14.76 " 21.48 " 273.6 " 131.4 "1951 "1279 " 336.5 " 157.5 " 105.0 " 56.80 # 14
15 21.81 " 21.12 " 14.31 " 25.74 " 155.2 " 124.7 "1918 " 902.9 " 276.9 " 159.3 " 98.93 " 52.53 # 15
16 21.55 " 19.31 " 13.74 & 25.48 " 112.2 " 119.5 "1435 " 732.5 " 245.4 " 149.9 " 95.71 # 49.69 # 16
17 21.72 " 18.74 " 13.39 & 22.05 " 92.51 # 113.9 "1888 " 815.5 " 264.0 " 141.4 " 125.0 " 47.18 # 17
18 21.41 " 18.82 " 13.09 & 20.12 " 82.18 # 108.6 "2597 "1224 " 418.8 " 132.2 " 204.8 " 44.21 # 18
19 21.14 " 18.21 " 12.22 & 19.33 " 89.47 # 105.6 "3111 "1095 " 357.1 " 133.8 " 274.3 " 40.91 # 19
20 20.85 " 17.48 " 11.91 & 19.60 " 85.98 # 102.7 "2681 " 853.2 " 271.5 " 168.6 " 260.6 " 38.21 # 20
21 19.78 " 16.47 " 11.91 & 21.32 " 81.08 # 99.56 "1999 ! 669.4 " 239.5 " 344.9 " 223.1 " 35.51 # 21
22 19.04 " 16.12 " 11.99 & 57.00 " 72.33 # 96.58 #3832 !1238 " 220.5 " 332.4 " 172.8 " 34.85 # 22
23 18.74 " 16.12 " 11.91 & 71.44 " 66.36 # 100.7 #3347 &1305 " 206.6 " 456.3 " 140.4 " 34.81 # 23
24 18.26 " 16.12 " 11.91 & 53.99 " 62.44 # 229.2 "2419 " 907.8 " 192.4 " 433.0 " 137.9 " 33.45 # 24
25 17.61 " 15.67 " 11.91 & 38.85 " 79.96 # 329.8 "3712 " 680.5 " 179.0 " 273.3 " 164.1 " 31.25 # 25
26 17.51 " 15.30 " 11.91 & 35.50 " 148.7 " 763.4 "2575 " 576.0 " 170.1 " 229.4 " 144.6 " 31.91 # 26
27 21.82 " 14.73 " 11.91 & 36.16 " 224.7 " 899.4 "1580 " 588.6 " 162.1 " 217.7 " 118.2 " 31.40 # 27
28 28.81 " 14.39 " 11.91 & 36.34 " 268.8 " 744.9 "1171 " 519.2 " 164.1 " 202.4 " 103.0 " 31.42 # 28
29 27.98 " 11.96 & 32.48 " 260.6 " 620.5 "1894 " 452.0 " 210.0 " 215.8 " 93.85 # 30.78 # 29
30 24.87 " 12.28 & 30.68 " 245.8 " 557.9 "3115 " 406.1 " 208.5 " 494.6 " 88.00 # 29.46 # 30
31 24.02 " 12.18 & 302.5 " 2312 " 370.7 " 411.3 " 28.80 # 31
Mean 25.88 " 20.50 " 13.79 & 26.92 & 117.5 # 348.2 #1884 !1129 " 282.1 " 237.1 " 171.9 # 50.23 #
Median 24.02 " 19.07 " 13.74 & 21.77 & 82.99 # 218.2 #1894 !1095 " 267.2 " 208.5 " 143.8 # 49.69 #
Maximum 38.78 " 34.91 " 17.84 & 71.44 & 302.5 # 966.9 #3832 !2467 " 446.5 " 494.6 " 341.0 # 85.68 #
Minimum 17.51 " 14.39 " 11.91 & 12.03 & 22.79 # 96.58 # 439.5 ! 370.7 " 162.1 " 132.2 " 88.00 # 28.80 #
Total 802.3 " 574.1 " 427.6 & 807.5 & 3643 #10445 #58402 !34987 " 8464 " 7349 " 5157 # 1557 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 363.3 ! ! ... Not reviewed / Quality not known
Ann. Median 105.6 ! " ... Relative Uncertainty +/-10%
Annual Total 132615 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3832 ! 11.91 !
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 27.71 # 16.61 # 10.89 # 24.58 # 25.99 # 361.6 " 944.0 "1890 " 443.9 " 346.7 " 160.2 " 76.72 # 1
2 27.14 # 16.04 # 10.66 # 40.93 # 24.62 # 358.7 " 977.3 "1418 " 458.5 " 294.6 " 155.0 " 72.11 # 2
3 27.72 # 15.66 # 10.31 # 75.91 # 23.76 # 254.8 " 781.7 "1623 " 399.2 " 259.2 " 144.4 " 68.07 # 3
4 29.00 # 15.28 # 10.16 # 89.91 # 27.13 # 183.4 " 594.5 "1279 " 345.9 " 236.7 " 138.6 " 64.10 # 4
5 29.11 # 15.02 # 9.776# 63.84 # 48.11 # 147.0 " 454.2 "1012 " 311.6 " 235.8 " 130.2 " 60.94 # 5
6 29.22 # 14.61 # 9.398# 44.41 # 77.49 # 177.4 " 539.8 " 803.6 " 290.2 " 486.4 # 123.6 " 58.15 ! 6
7 30.69 # 14.00 # 9.392# 36.60 # 66.08 # 710.1 " 608.5 " 678.8 " 288.0 " 680.4 # 115.4 " 56.60 ! 7
8 33.98 # 13.78 # 16.98 # 33.07 # 48.97 # 550.5 " 482.4 " 838.3 " 355.7 " 576.2 # 111.0 " 55.08 ! 8
9 37.34 # 13.62 # 51.85 # 33.10 # 40.76 # 326.2 " 454.2 "1418 " 361.8 " 458.0 # 107.5 " 53.58 ! 9
10 36.88 # 13.38 # 38.21 # 31.90 # 36.73 # 229.5 " 397.4 "1569 " 300.8 " 478.4 # 102.8 " 52.10 ! 10
11 36.25 # 13.11 # 27.66 # 30.34 # 34.52 # 185.0 " 736.2 "1198 " 375.8 " 474.7 # 98.30 # 50.65 ! 11
12 34.34 # 12.80 # 22.82 # 29.28 # 33.18 # 157.5 "1665 " 870.1 " 440.5 " 402.1 # 97.68 # 49.25 ! 12
13 32.22 # 12.34 # 19.89 # 28.41 # 34.84 # 138.8 "1974 " 674.0 " 463.1 " 345.8 # 95.35 # 47.92 ! 13
14 30.80 # 12.13 # 18.69 # 28.28 # 36.79 # 125.5 "1508 " 558.3 " 344.7 " 295.4 # 93.90 # 46.63 ! 14
15 29.33 # 11.60 # 18.00 # 30.04 # 37.94 # 128.6 "1040 " 481.0 " 317.9 " 258.4 # 90.49 # 45.37 ! 15
16 27.81 # 11.37 # 17.40 # 41.91 # 40.50 # 189.6 "1053 " 463.4 " 608.2 " 230.1 # 135.5 # 44.02 ! 16
17 26.50 # 11.18 # 17.27 # 51.19 # 40.57 # 648.4 "1175 " 645.5 " 880.6 " 218.8 " 356.6 " 42.09 & 17
18 25.53 # 10.97 # 16.97 # 41.90 # 54.36 # 622.0 "1503 "1184 " 622.5 " 296.1 " 313.1 " 39.97 & 18
19 24.78 # 10.71 # 15.95 # 35.23 # 104.6 # 353.7 "1554 "1484 " 452.5 " 265.2 " 219.0 " 37.38 & 19
20 23.85 # 10.60 # 17.49 # 32.13 # 172.9 " 267.9 "2463 "1149 " 731.2 " 382.9 " 177.6 " 34.59 & 20
21 22.97 # 10.39 # 22.60 # 31.04 # 274.0 " 333.5 "2102 "1257 " 774.3 " 537.7 " 147.1 " 32.83 & 21
22 22.16 # 10.41 # 29.23 # 29.98 # 187.2 " 394.0 "1719 " 939.3 " 798.5 " 457.8 " 132.3 " 31.30 & 22
23 21.52 # 10.97 # 34.26 # 27.82 # 130.5 " 334.1 "1543 " 717.5 " 570.3 " 307.9 " 123.8 " 29.88 & 23
24 20.94 # 11.46 # 32.38 # 26.68 # 111.5 "1024 "1214 " 795.0 " 416.3 " 246.3 " 114.8 " 28.24 & 24
25 20.80 # 11.24 # 28.16 # 25.30 # 96.34 # 947.5 " 948.1 "1048 " 357.1 " 211.2 " 107.7 " 27.03 & 25
26 20.44 # 11.99 # 26.13 # 23.93 # 83.14 #1092 " 822.1 "1204 " 513.1 " 200.2 " 98.16 # 26.50 & 26
27 19.96 # 12.70 # 26.11 # 23.82 # 115.3 #1047 "1893 " 814.0 " 471.7 " 225.0 " 92.85 # 26.64 & 27
28 19.07 # 11.02 # 26.21 # 24.88 # 199.5 " 728.2 "2805 " 663.5 " 764.8 " 222.3 " 94.14 # 27.94 & 28
29 18.10 # 24.66 # 27.24 # 155.9 "1467 "3394 & 588.7 " 663.3 " 196.3 " 91.40 # 28.74 & 29
30 17.52 # 23.72 # 27.49 # 236.9 "1685 "3562 & 505.1 " 437.9 " 183.4 " 83.24 # 28.42 & 30
31 16.94 # 23.08 # 321.0 " 2622 " 450.8 " 171.7 " 26.36 & 31
Mean 26.47 # 12.68 # 21.49 # 36.37 # 94.23 # 505.6 "1404 & 974.8 " 485.3 " 328.4 # 135.1 # 44.17 !
Median 27.14 # 12.23 # 19.89 # 30.69 # 54.36 # 343.9 "1175 & 870.1 " 442.2 " 294.6 # 115.1 # 44.02 !
Maximum 37.34 # 16.61 # 51.85 # 89.91 # 321.0 #1685 "3562 &1890 " 880.6 " 680.4 # 356.6 # 76.72 !
Minimum 16.94 # 10.39 # 9.392# 23.82 # 23.76 # 125.5 " 397.4 & 450.8 " 288.0 " 171.7 # 83.24 # 26.36 !
Total 820.6 # 355.0 # 666.3 # 1091 # 2921 #15168 "43529 &30220 "14560 "10182 # 4052 # 1369 !
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 342.3 ! ! ... Not reviewed / Quality not known
Ann. Median 104.6 ! " ... Relative Uncertainty +/-10%
Annual Total 124933 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3562 ! 9.392!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 24.62 & 18.63 & 22.23 & 14.56 & 31.48 & 694.9 " 331.6 " 609.8 " 249.5 " 194.7 " 153.5 " 152.0 " 1
2 23.75 & 18.59 & 19.19 & 15.27 & 38.83 & 389.0 " 635.8 " 477.6 " 236.5 " 188.7 " 130.2 " 119.4 " 2
3 23.42 & 17.39 & 16.68 & 14.70 & 39.37 & 251.1 " 628.7 " 402.2 " 304.9 " 884.2 " 112.6 " 102.4 # 3
4 24.24 & 16.51 & 15.22 & 14.47 & 37.44 & 191.5 " 546.0 " 700.9 "1261 "1129 " 102.1 " 92.80 # 4
5 24.10 & 15.42 & 13.56 & 14.30 & 33.35 & 167.4 " 577.6 " 833.2 "1096 " 694.6 " 93.20 # 84.84 # 5
6 23.37 & 14.40 & 12.19 & 13.70 & 31.07 & 157.6 " 396.4 " 543.1 " 769.5 " 498.9 " 85.86 # 77.95 # 6
7 88.41 & 14.77 & 11.19 & 13.29 & 29.30 & 172.3 " 294.3 " 863.1 " 671.7 " 361.3 " 85.42 # 73.31 # 7
8 139.8 " 14.76 & 11.19 & 12.60 & 27.71 & 153.8 " 242.2 "1723 " 611.3 " 281.3 " 85.15 # 75.52 # 8
9 114.5 " 14.41 & 11.62 & 11.26 & 26.67 & 132.0 " 251.6 "1692 " 450.7 " 264.6 " 90.07 # 77.51 # 9
10 85.03 # 14.50 & 11.60 & 11.15 & 26.01 & 116.2 " 279.9 "1082 " 359.2 " 277.3 " 221.0 " 77.73 # 10
11 64.45 # 13.93 & 11.46 & 11.61 & 28.98 & 105.4 " 228.3 " 737.3 " 309.6 " 240.3 " 311.8 " 80.90 # 11
12 51.85 & 13.16 & 10.94 & 30.07 & 33.56 & 97.32 # 193.5 " 536.1 " 292.5 " 204.7 " 759.1 " 78.63 # 12
13 42.89 & 12.78 & 10.27 & 61.54 # 32.76 & 91.89 # 173.7 " 618.8 " 280.9 " 190.3 " 802.7 " 73.92 # 13
14 37.03 & 12.94 & 10.27 & 68.23 & 31.72 & 88.41 # 155.7 " 753.8 " 267.7 " 171.4 " 533.0 " 69.35 # 14
15 33.08 & 12.99 & 10.95 & 199.5 " 75.81 & 85.45 # 139.4 " 783.5 " 235.2 " 152.6 " 326.3 " 63.63 # 15
16 30.94 & 13.94 & 11.38 & 203.8 " 93.16 # 82.24 # 126.4 " 924.2 " 208.8 " 137.6 " 234.1 " 59.37 # 16
17 29.91 & 16.25 & 12.14 & 130.0 " 68.66 # 78.47 # 118.0 " 663.0 " 197.5 " 125.2 " 184.5 " 55.08 # 17
18 28.79 & 16.70 & 11.53 & 90.95 # 56.16 # 74.95 # 111.8 " 496.3 " 611.1 " 142.3 " 155.4 " 52.30 # 18
19 27.75 & 16.85 & 11.48 & 68.04 # 51.21 & 75.68 # 118.1 " 586.5 " 758.4 " 299.9 " 137.4 " 49.69 # 19
20 26.60 & 16.15 & 12.92 & 54.07 # 174.6 # 104.6 # 373.8 " 602.2 " 474.3 " 384.0 " 121.3 " 46.38 # 20
21 24.89 & 17.73 & 12.74 & 46.30 & 284.9 " 159.1 " 594.6 " 909.4 " 319.7 " 317.8 " 108.8 " 47.44 # 21
22 23.62 & 20.68 & 12.10 & 40.56 & 205.9 " 784.5 " 669.9 " 699.3 " 254.5 " 222.0 " 99.78 # 53.54 # 22
23 22.84 & 22.57 & 11.11 & 36.04 & 152.5 "1023 " 462.2 " 489.5 " 218.5 " 182.8 " 91.92 # 56.84 # 23
24 21.95 & 22.65 & 10.36 & 33.71 & 114.6 " 693.5 " 982.3 " 387.3 " 195.1 " 179.7 " 86.57 # 50.92 # 24
25 20.30 & 23.87 & 9.924& 34.18 & 100.4 " 498.0 " 953.9 " 328.5 " 181.5 " 238.2 " 82.24 # 47.13 # 25
26 18.68 & 21.89 & 10.89 & 35.31 & 100.9 # 340.2 " 729.3 " 288.2 " 225.2 " 184.2 " 78.17 # 44.86 # 26
27 17.59 & 20.17 & 12.34 & 32.19 & 90.74 # 255.3 " 930.9 " 263.0 " 246.9 " 144.3 " 76.79 # 41.34 # 27
28 17.08 & 23.30 & 12.94 & 30.05 & 82.61 # 210.2 "1126 " 278.2 " 204.8 " 127.4 " 330.8 " 38.38 # 28
29 16.50 & 25.32 & 13.24 & 28.49 & 132.8 # 207.4 "1537 " 303.4 " 176.7 " 120.6 " 455.7 " 36.62 # 29
30 17.00 & 13.11 & 27.78 & 509.2 " 267.4 "1183 " 262.1 " 166.7 " 131.8 " 228.5 " 35.37 # 30
31 17.77 & 13.82 & 620.7 " 824.1 " 255.8 " 141.3 " 35.14 # 31
Mean 37.51 & 17.35 & 12.60 & 46.59 & 108.5 & 258.3 # 513.4 " 648.2 " 394.5 " 284.3 " 212.1 # 66.14 #
Median 24.62 & 16.51 & 11.62 & 31.13 & 56.16 & 163.2 # 396.4 " 602.2 " 274.3 " 194.7 " 125.7 # 59.37 #
Maximum 139.8 & 25.32 & 22.23 & 203.8 & 620.7 &1023 #1537 "1723 "1261 "1129 " 802.7 # 152.0 #
Minimum 16.50 & 12.78 & 9.924& 11.15 & 26.01 & 74.95 # 111.8 " 255.8 " 166.7 " 120.6 " 76.79 # 35.14 #
Total 1163 & 503.2 & 390.6 & 1398 & 3363 & 7749 #15916 "20093 "11836 " 8813 " 6364 # 2050 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 217.6 & " ... Relative Uncertainty +/-10%
Ann. Median 98.55 & # ... Relative Uncertainty +/-15%
Annual Total 79639 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1723 & 9.924&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 34.25 # 17.58 # 8.940& 16.46 # 13.53 & 114.4 " 161.9 " 449.2 " 380.1 " 398.3 " 562.9 # 86.59 # 1
2 32.17 # 16.66 # 8.914& 15.30 & 13.44 & 100.4 # 252.7 "1411 " 342.8 " 399.1 " 478.6 # 87.17 # 2
3 29.53 # 14.87 # 9.336& 13.74 & 18.90 # 92.86 # 265.3 "1176 " 318.8 " 872.5 " 405.5 # 84.31 # 3
4 28.31 # 14.57 # 10.54 & 12.70 & 20.11 # 92.12 # 196.4 "1327 " 295.9 " 967.5 " 340.9 # 80.49 # 4
5 26.72 # 14.42 # 10.81 & 11.91 & 17.81 # 144.9 # 165.0 " 937.4 " 278.5 " 565.8 " 272.6 # 73.12 # 5
6 26.19 # 14.37 # 10.53 & 10.53 & 17.69 # 282.8 " 222.3 "2205 " 269.3 " 380.5 " 223.3 # 66.06 # 6
7 25.20 # 14.06 # 10.66 & 9.881& 30.31 # 214.0 " 210.1 "2063 " 578.9 " 310.4 " 183.9 # 59.58 # 7
8 24.85 # 13.39 # 10.21 & 10.04 & 32.44 # 154.7 " 187.0 "2368 " 837.0 " 629.2 " 147.6 # 55.55 # 8
9 24.08 # 11.81 # 9.383& 9.234& 29.22 # 124.1 " 331.5 "1906 " 522.6 " 800.3 " 142.2 # 51.94 # 9
10 23.21 # 11.63 # 8.768& 8.406& 26.18 # 108.8 " 291.1 "1759 " 514.4 " 590.0 " 167.3 # 48.87 # 10
11 22.98 # 13.10 # 8.370& 8.175& 25.83 # 102.6 " 215.3 "2691 " 559.6 " 766.3 " 160.5 " 44.94 # 11
12 24.26 # 14.15 # 7.917& 8.156& 32.23 # 101.4 " 183.0 "2153 " 391.5 "1211 " 143.8 " 40.71 # 12
13 24.50 # 14.33 # 8.179& 8.269& 31.74 # 108.7 " 165.2 "1411 " 319.9 " 996.3 " 136.4 " 38.64 # 13
14 23.73 # 14.92 # 8.429& 8.200& 25.60 # 174.2 " 147.2 " 993.9 " 278.6 " 669.4 " 125.0 " 38.61 # 14
15 22.07 # 14.34 # 8.466& 8.173& 23.83 # 481.9 " 134.5 " 752.7 " 247.1 " 505.1 # 114.5 " 36.85 # 15
16 21.56 # 13.95 # 8.746& 8.351& 59.03 # 741.2 " 125.2 " 602.3 " 247.9 " 387.5 # 106.8 " 34.66 # 16
17 20.94 # 13.27 # 8.655& 8.409& 112.2 # 938.5 " 280.3 " 506.7 " 351.3 " 302.7 # 102.0 " 33.50 # 17
18 29.53 # 12.02 # 8.780& 8.294& 297.3 " 661.6 " 869.2 " 753.4 " 367.8 " 245.1 # 97.69 # 32.53 # 18
19 48.21 # 11.64 # 9.227& 8.358& 219.9 " 400.4 " 671.0 "1245 " 275.0 " 205.5 # 94.72 # 31.01 # 19
20 45.77 # 12.72 # 9.294& 8.144& 118.9 " 286.8 "1090 "1583 " 237.3 " 174.3 # 91.65 # 30.01 # 20
21 37.50 # 12.54 # 9.953& 8.135& 99.33 # 233.2 "1379 "1056 " 397.5 " 148.0 # 87.73 # 29.93 # 21
22 31.92 # 12.15 # 11.28 # 8.013& 198.1 " 237.0 "1023 " 803.3 " 745.0 " 124.1 # 82.65 # 53.09 # 22
23 27.64 # 13.07 # 10.98 & 7.963& 194.6 " 210.3 " 747.8 " 715.8 " 504.2 " 108.7 # 81.25 # 103.2 # 23
24 26.33 # 12.40 # 10.85 & 7.662& 162.7 " 183.9 " 523.4 " 633.6 " 357.8 " 94.63 # 153.1 " 81.00 # 24
25 24.42 # 11.32 # 11.15 & 7.271& 216.9 " 162.7 " 391.7 " 823.6 " 308.1 " 83.96 # 175.5 " 58.42 # 25
26 22.62 # 11.11 # 11.06 & 6.850& 324.3 " 214.9 " 319.5 " 914.9 " 261.7 " 77.46 # 186.5 " 47.91 # 26
27 21.16 # 10.28 & 9.558& 8.218& 286.3 " 248.8 " 269.4 " 716.6 " 231.2 " 122.4 # 153.6 " 40.11 # 27
28 19.93 # 9.405& 8.978& 13.27 & 234.4 " 206.1 " 242.3 " 685.5 " 239.1 " 685.7 # 119.4 " 35.21 # 28
29 19.23 # 11.57 & 16.47 # 208.3 " 167.9 " 228.5 " 618.8 " 233.7 " 793.4 # 100.5 # 32.23 # 29
30 18.17 # 14.78 & 15.45 & 159.2 " 157.2 " 277.3 " 636.3 " 324.1 " 605.0 # 90.59 # 31.66 # 30
31 17.90 # 17.56 # 133.7 " 266.0 " 460.1 " 555.1 # 34.19 # 31
Mean 26.61 # 13.22 & 10.06 & 10.00 & 109.2 & 248.3 # 381.7 "1173 " 373.9 " 476.6 # 177.6 # 51.68 #
Median 24.50 # 13.18 & 9.383& 8.355& 59.03 & 179.1 # 265.3 " 937.4 " 322.0 " 399.1 # 143.0 # 44.94 #
Maximum 48.21 # 17.58 & 17.56 & 16.47 & 324.3 & 938.5 #1379 "2691 " 837.0 "1211 # 562.9 # 103.2 #
Minimum 17.90 # 9.405& 7.917& 6.850& 13.44 & 92.12 # 125.2 " 449.2 " 231.2 " 77.46 # 81.25 # 29.93 #
Total 824.9 # 370.0 & 311.9 & 300.0 & 3384 & 7449 #11833 "36358 "11217 "14776 # 5329 # 1602 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 256.9 & " ... Relative Uncertainty +/-10%
Ann. Median 102.0 & # ... Relative Uncertainty +/-15%
Annual Total 93753 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2691 & 6.850&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 36.47 # 10.54 & 9.392& 7.497& 32.99 # 256.7 #3135 $ 951.5 # 459.5 #2001 " 113.4 " 73.25 # 1
2 35.91 # 13.13 & 8.007& 6.909& 29.62 # 223.9 #3043 $ 923.1 # 437.5 #2078 " 109.3 " 81.92 # 2
3 33.69 # 13.44 & 6.955& 6.673& 30.46 # 417.7 #1436 $ 901.4 # 434.6 #1373 " 257.5 " 85.37 # 3
4 31.29 # 12.18 & 6.202& 7.087& 34.02 # 661.2 #1135 $ 878.5 # 459.7 #1109 " 327.9 " 81.78 # 4
5 28.60 # 10.39 & 5.495& 8.285& 32.05 # 455.3 #1008 $ 848.5 # 461.2 # 789.9 " 233.6 " 78.33 # 5
6 27.96 # 9.527& 5.219& 10.43 & 25.99 # 517.2 # 898.5 $ 818.8 # 387.4 " 588.4 " 184.3 " 68.94 # 6
7 27.12 # 8.948& 5.264& 13.03 & 24.83 # 680.5 # 797.0 $ 787.9 # 309.6 " 474.5 " 229.6 " 61.31 # 7
8 25.74 # 9.348& 6.915& 14.18 & 25.05 # 701.6 # 730.6 $ 758.6 # 268.8 " 399.5 " 214.5 " 55.39 # 8
9 24.65 # 9.575& 7.843& 13.39 & 27.16 # 921.3 # 672.5 $ 736.6 # 349.4 " 368.4 " 165.9 " 54.54 # 9
10 23.83 # 9.443& 8.130& 12.51 & 25.39 #1015 # 617.9 $ 715.4 # 876.0 " 337.4 " 136.1 " 56.31 # 10
11 21.73 # 8.846& 11.91 & 11.76 & 23.12 # 799.8 # 587.5 $ 697.2 #1481 " 316.6 " 120.5 " 55.38 # 11
12 20.67 # 8.495& 13.63 & 10.64 & 21.17 # 607.3 # 582.8 $ 679.1 #1229 " 353.8 " 110.4 " 51.31 # 12
13 21.11 # 8.511& 13.03 & 11.47 & 19.56 # 460.1 # 588.7 $ 664.0 # 806.2 " 313.6 " 102.5 " 47.88 # 13
14 21.60 # 8.430& 11.36 & 13.02 & 25.34 # 409.3 # 763.5 $ 645.9 # 568.4 " 266.9 " 96.29 # 47.02 # 14
15 20.94 # 8.198& 9.738& 13.88 & 51.10 # 768.4 " 744.3 $ 631.2 # 461.9 " 266.5 " 90.16 # 51.72 # 15
16 19.99 # 7.762& 8.676& 15.44 # 79.05 # 808.8 $ 892.6 $ 616.7 # 466.7 " 264.3 " 87.13 # 54.99 # 16
17 18.78 # 7.589& 8.470& 15.18 # 86.40 # 543.5 $ 897.5 $ 600.5 # 414.2 # 229.8 " 83.79 # 49.19 # 17
18 18.12 # 8.295& 8.379& 14.76 & 63.53 # 454.3 $ 860.1 $ 589.5 # 377.8 # 204.6 " 82.10 # 44.20 # 18
19 17.67 # 9.569& 7.688& 18.07 # 67.96 # 429.4 $ 865.1 $ 583.2 # 841.5 # 189.3 " 78.40 # 41.94 # 19
20 16.77 # 9.008& 6.705& 25.42 # 104.1 # 434.3 $1166 $ 580.3 #1895 # 174.6 " 75.70 # 40.08 # 20
21 16.39 # 8.326& 6.706& 24.80 # 151.6 " 506.8 $3454 & 574.5 #1442 # 163.3 " 72.44 # 38.44 # 21
22 15.54 # 7.854& 6.582& 19.70 # 239.9 " 714.1 $5045 & 573.4 #1057 # 156.2 " 69.03 # 38.02 # 22
23 14.99 & 7.496& 6.005& 17.24 # 161.7 " 731.2 $3889 & 578.8 # 927.2 # 154.6 " 64.90 # 39.23 # 23
24 14.28 & 7.581& 5.586& 15.85 # 148.8 " 673.5 $2496 $ 771.6 # 930.9 # 156.4 " 66.39 # 40.76 # 24
25 13.55 & 8.198& 5.548& 15.11 # 137.6 " 677.5 $2690 " 865.8 # 726.6 # 147.4 " 99.84 # 40.20 # 25
26 13.01 & 9.098& 5.491& 14.63 & 608.8 " 789.1 $2781 " 768.7 # 563.9 # 148.5 " 116.5 " 37.08 # 26
27 12.27 & 11.64 & 5.887& 14.18 &1195 " 811.9 $2077 " 697.0 # 444.8 # 156.6 " 96.02 # 36.00 # 27
28 11.25 & 11.01 & 8.674& 14.46 &1395 " 695.7 $1497 # 653.4 # 371.4 # 145.3 " 84.11 # 34.15 # 28
29 10.10 & 9.049& 13.23 & 991.1 " 878.0 $1172 # 617.2 # 318.2 " 134.1 " 78.48 # 32.91 # 29
30 9.778& 8.552& 22.89 & 538.3 "2047 $1059 # 567.1 # 515.8 " 126.0 " 73.83 # 31.24 & 30
31 9.755& 8.222& 338.9 # 998.2 # 504.5 # 118.4 " 29.59 & 31
Mean 20.44 & 9.372& 7.913& 14.06 & 217.3 # 669.7 $1567 & 702.6 # 676.1 # 442.1 " 124.0 # 50.92 &
Median 19.99 & 8.978& 7.843& 14.03 & 63.53 # 675.5 $1008 & 679.1 # 464.3 # 264.3 " 98.07 # 47.88 &
Maximum 36.47 & 13.44 & 13.63 & 25.42 &1395 #2047 $5045 & 951.5 #1895 #2078 " 327.9 # 85.37 &
Minimum 9.755& 7.496& 5.219& 6.673& 19.56 # 223.9 $ 582.8 & 504.5 # 268.8 # 118.4 " 64.90 # 29.59 &
Total 633.6 & 262.4 & 245.3 & 421.7 & 6736 #20090 $48580 &21780 #20282 #13706 " 3721 # 1578 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 378.2 & " ... Relative Uncertainty +/-10%
Ann. Median 90.16 & # ... Relative Uncertainty +/-15%
Annual Total 138036 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 5045 & 5.219&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 28.59 & 20.89 & 26.21 & 28.19 & 26.97 & 62.78 # 448.1 " 281.1 " 265.5 " 189.0 " 122.4 " 81.35 # 1
2 28.10 & 21.17 & 24.25 & 25.48 & 31.88 & 102.2 # 463.2 " 253.2 " 239.5 " 262.7 " 122.4 " 75.77 # 2
3 27.78 & 20.24 & 21.98 & 23.35 & 38.39 # 157.0 " 349.8 " 227.2 " 252.1 " 328.5 " 123.0 " 70.04 # 3
4 27.45 & 19.55 & 19.95 & 22.47 & 36.95 # 237.8 " 268.2 " 251.1 " 282.0 " 274.4 " 122.6 " 66.97 # 4
5 27.58 & 19.31 & 18.00 & 22.40 & 38.58 # 205.8 " 248.2 " 392.4 " 297.1 " 302.3 " 114.2 " 64.16 # 5
6 27.37 & 18.37 & 16.41 & 22.15 & 36.29 # 166.4 " 350.4 " 347.4 " 457.5 " 265.7 " 102.6 " 62.74 # 6
7 26.69 & 17.18 & 14.79 & 20.98 & 33.33 & 124.9 "1237 " 598.9 " 529.8 " 229.5 " 93.24 # 62.38 # 7
8 26.56 & 16.67 & 13.52 & 20.16 & 30.27 & 105.2 " 981.9 " 662.9 " 414.6 " 234.7 " 102.6 # 59.56 # 8
9 26.47 & 16.13 & 12.66 & 20.47 & 28.32 & 101.0 " 722.3 " 499.4 " 504.4 " 295.3 " 144.4 " 56.97 # 9
10 26.00 & 15.48 & 12.28 & 19.10 & 26.76 & 98.59 # 529.6 " 468.6 " 850.2 " 529.4 " 562.2 " 55.88 # 10
11 25.36 & 15.29 & 14.27 & 18.67 & 25.55 & 119.6 " 505.1 " 461.5 " 545.6 "1717 " 437.2 " 56.53 # 11
12 26.72 & 16.14 & 16.77 & 19.77 & 25.29 & 108.8 " 555.9 " 370.3 " 387.0 "1498 " 247.1 " 65.87 # 12
13 30.28 & 17.97 & 18.44 & 21.25 & 24.68 & 102.2 "1159 " 302.1 " 319.5 " 834.1 " 414.5 " 67.72 # 13
14 31.45 & 17.95 & 17.74 & 20.59 & 23.81 & 112.8 "1176 " 399.5 " 291.3 " 627.7 " 413.5 " 65.70 # 14
15 29.45 & 18.54 & 17.09 & 20.04 & 23.02 & 108.2 "1684 " 527.3 " 282.5 " 483.7 " 268.3 " 61.87 # 15
16 27.48 & 29.74 & 16.82 & 19.70 & 22.65 & 120.2 "1238 " 453.0 " 300.6 " 373.2 " 204.3 " 57.73 # 16
17 26.01 & 31.83 & 17.59 & 18.80 & 27.59 & 228.5 " 953.2 " 554.1 " 259.7 " 315.2 " 235.0 " 53.70 # 17
18 25.25 & 26.87 & 16.56 & 19.79 & 29.86 & 169.0 " 670.0 " 909.4 " 221.7 " 261.1 " 277.5 " 48.93 # 18
19 27.47 & 22.77 & 16.49 & 29.58 & 32.37 & 126.0 " 500.2 "1411 " 198.5 " 233.9 " 302.6 " 45.68 # 19
20 31.34 & 20.28 & 18.21 & 47.53 # 49.79 # 110.6 " 706.8 " 919.5 " 186.4 " 303.9 " 225.2 " 43.47 # 20
21 31.24 & 19.11 & 19.23 & 49.75 # 124.9 # 139.0 " 677.7 " 586.3 " 193.2 " 843.1 " 193.3 " 40.96 # 21
22 28.10 & 18.93 & 19.04 & 43.35 # 138.7 " 141.5 " 546.6 " 441.3 " 228.8 " 581.7 " 239.3 " 38.20 # 22
23 25.40 & 18.44 & 18.76 & 34.69 & 122.8 " 181.6 " 551.3 " 363.1 " 227.4 " 346.7 " 230.2 " 36.25 # 23
24 23.91 & 17.14 & 18.97 & 31.26 & 166.3 " 224.2 " 511.3 " 331.4 " 200.3 " 259.8 " 193.8 " 35.19 # 24
25 23.23 & 16.34 & 17.88 & 30.01 & 138.1 " 329.2 " 388.6 " 512.2 " 285.0 " 217.5 " 160.3 " 34.49 # 25
26 22.17 & 23.18 & 18.67 & 28.33 & 108.7 # 281.2 " 325.9 " 560.1 " 417.8 " 192.9 " 133.3 " 32.66 # 26
27 21.45 & 30.10 & 20.57 & 26.85 & 87.41 # 345.0 " 288.3 " 386.3 " 541.1 " 170.2 " 117.4 " 32.39 & 27
28 20.68 & 29.66 & 22.43 & 26.11 & 102.2 # 304.6 " 266.0 " 327.4 " 347.7 " 149.8 " 105.5 " 31.62 & 28
29 20.06 & 22.22 & 25.39 & 94.44 # 721.9 " 315.4 " 290.6 " 252.6 " 135.6 " 96.24 # 30.35 & 29
30 19.59 & 25.96 & 24.04 & 74.35 # 519.8 " 337.4 " 265.6 " 211.2 " 122.8 " 88.05 # 30.10 & 30
31 19.67 & 29.72 & 64.99 # 293.3 " 278.5 " 119.9 " 30.40 & 31
Mean 26.09 & 20.54 & 18.82 & 26.01 & 59.20 & 195.2 # 620.9 " 472.0 " 333.0 " 409.7 " 206.4 # 51.47 &
Median 26.69 & 19.02 & 18.21 & 22.91 & 36.29 & 140.2 # 511.3 " 399.5 " 283.8 " 274.4 " 176.8 # 55.88 &
Maximum 31.45 & 31.83 & 29.72 & 49.75 & 166.3 & 721.9 #1684 "1411 " 850.2 "1717 " 562.2 # 81.35 &
Minimum 19.59 & 15.29 & 12.28 & 18.67 & 22.65 & 62.78 # 248.2 " 227.2 " 186.4 " 119.9 " 88.05 # 30.10 &
Total 808.9 & 575.3 & 583.5 & 780.3 & 1835 & 5856 #19248 "14633 " 9991 "12700 " 6192 # 1596 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 204.9 & " ... Relative Uncertainty +/-10%
Ann. Median 102.2 & # ... Relative Uncertainty +/-15%
Annual Total 74799 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1717 & 12.28 &
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 1980
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 28.80 & 17.22 & 17.45 & 15.66 & 47.54 # 159.0 "1067 "1082 " 469.2 " 830.8 " 248.0 " 194.5 " 1
2 27.10 & 16.87 & 16.13 & 15.63 & 44.32 # 206.3 " 644.1 " 750.8 " 386.5 " 829.4 " 260.3 " 154.4 " 2
3 26.37 & 16.29 & 15.13 & 24.34 & 41.94 # 317.2 " 454.1 " 564.0 " 442.6 " 600.7 " 355.0 " 134.4 " 3
4 25.62 & 15.31 & 13.93 & 40.12 # 39.99 # 280.1 " 364.0 " 471.5 " 590.1 " 532.7 " 307.4 " 115.3 " 4
5 25.44 & 15.31 & 12.84 & 34.22 & 40.06 # 319.6 " 305.9 " 451.2 " 406.0 " 813.7 " 253.9 " 102.2 " 5
6 25.22 & 14.78 & 13.00 & 27.77 & 96.96 # 259.1 " 267.9 " 610.6 " 346.0 " 868.2 " 223.0 " 97.41 # 6
7 25.70 & 14.15 & 13.40 & 24.30 & 116.4 " 212.2 " 240.8 " 523.3 " 328.4 " 580.5 " 199.2 " 90.56 # 7
8 25.45 & 13.21 & 13.36 & 22.95 & 92.99 # 218.7 " 216.4 " 415.4 " 326.8 " 429.3 " 180.0 " 82.97 # 8
9 26.01 & 12.17 & 12.77 & 29.76 & 94.98 # 226.2 " 209.7 "1227 " 332.9 " 359.9 " 163.9 " 77.42 # 9
10 26.72 & 11.09 & 11.85 & 40.33 # 108.9 " 180.2 " 982.7 "1711 " 293.2 " 326.1 " 154.6 " 74.68 # 10
11 25.73 & 12.68 & 11.25 & 36.61 # 96.78 # 149.0 "1649 "1069 " 264.3 " 295.3 " 145.6 " 72.80 # 11
12 24.50 & 15.42 & 11.20 & 33.02 # 100.1 # 131.3 "2020 " 723.8 " 249.4 " 268.6 " 138.5 " 70.06 # 12
13 24.00 & 15.60 & 10.96 & 31.30 & 89.76 # 121.6 "1897 " 544.1 " 235.0 " 246.9 " 139.1 " 67.23 # 13
14 24.74 & 15.89 & 10.67 & 32.65 & 81.07 # 139.3 "1875 " 471.1 " 286.7 " 228.5 " 135.7 " 63.29 # 14
15 24.35 & 15.85 & 10.65 & 33.01 # 73.49 # 262.8 "1996 " 411.9 " 339.7 " 222.1 " 128.2 " 59.32 # 15
16 23.59 & 15.66 & 11.43 & 36.51 # 67.90 # 433.8 "2996 " 358.5 " 426.5 " 296.6 " 121.0 " 56.10 # 16
17 22.23 & 14.60 & 11.22 & 79.13 # 62.48 # 298.5 "2490 " 357.3 " 598.8 " 391.2 " 132.9 " 53.28 # 17
18 21.48 & 14.35 & 10.67 & 135.2 " 57.83 # 211.5 "1358 "1344 " 407.6 " 317.4 " 166.1 " 50.51 # 18
19 21.12 & 16.43 & 12.26 & 109.2 # 54.32 # 172.3 " 940.0 "1417 " 342.9 " 279.0 " 152.0 " 48.88 # 19
20 20.72 & 17.73 & 17.80 & 97.66 # 51.67 # 146.5 " 728.1 " 916.1 " 295.1 " 295.7 " 126.9 " 49.12 # 20
21 20.10 & 17.85 & 22.68 & 221.8 " 51.38 # 132.9 " 590.8 " 927.2 " 251.0 " 893.5 " 112.1 " 57.40 # 21
22 19.73 & 17.10 & 21.21 & 246.3 " 65.74 # 156.7 " 489.2 "1042 " 282.2 "1113 " 104.5 " 64.95 # 22
23 19.04 & 16.63 & 18.95 & 167.5 " 79.44 # 263.4 " 427.2 " 806.8 " 417.9 " 687.0 " 99.22 # 58.46 # 23
24 17.86 & 16.13 & 16.68 & 136.4 " 95.49 # 236.6 " 440.0 " 667.0 " 474.5 " 437.3 " 93.70 # 52.28 # 24
25 17.04 & 17.63 & 15.53 & 102.5 # 144.3 " 440.5 " 504.5 " 524.8 " 373.2 " 597.9 " 95.58 # 49.13 # 25
26 16.60 & 20.92 & 14.53 & 83.16 # 139.7 " 595.4 "1048 " 694.3 " 283.0 "1202 " 146.1 " 46.03 # 26
27 16.32 & 21.02 & 13.74 & 71.75 # 118.2 " 592.4 "1634 " 841.8 " 241.5 " 943.2 " 168.1 " 43.90 # 27
28 15.60 & 20.26 & 13.38 & 62.58 # 102.6 " 358.5 "1394 " 609.6 " 284.9 " 610.1 " 132.6 " 41.97 # 28
29 14.59 & 19.02 & 14.12 & 55.91 # 102.3 " 338.9 "1035 " 491.4 "1406 " 429.0 " 162.2 " 42.70 # 29
30 14.68 & 14.41 & 50.72 # 138.1 "1398 " 769.9 " 655.5 "1095 " 337.1 " 246.5 " 52.16 # 30
31 16.40 & 15.25 & 198.6 " 805.7 " 594.9 " 284.0 " 55.36 # 31
Mean 22.03 & 16.11 & 14.14 & 69.93 & 86.94 # 298.6 "1027 " 750.8 " 415.9 " 533.8 " 169.7 # 73.51 #
Median 23.59 & 15.89 & 13.40 & 40.22 & 89.76 # 231.4 " 805.7 " 655.5 " 341.3 " 429.3 " 149.1 # 59.32 #
Maximum 28.80 & 21.02 & 22.68 & 246.3 & 198.6 #1398 "2996 "1711 "1406 "1202 " 355.0 # 194.5 #
Minimum 14.59 & 11.09 & 10.65 & 15.63 & 39.99 # 121.6 " 209.7 " 357.3 " 235.0 " 222.1 " 93.70 # 41.97 #
Total 682.9 & 467.2 & 438.4 & 2098 & 2695 # 8959 "31840 "23275 "12477 "16547 " 5092 # 2279 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 291.9 & " ... Relative Uncertainty +/-10%
Ann. Median 132.9 & # ... Relative Uncertainty +/-15%
Annual Total 106850 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2996 & 10.65 &
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 49.99 # 21.57 & 15.79 & 15.54 & 32.93 & 262.2 "1403 "2020 " 516.6 # 903.2 " 168.7 # 198.7 " 1
2 44.70 # 20.71 & 14.76 & 16.70 & 34.65 # 368.7 "1001 "1639 " 459.1 #1340 " 225.6 # 187.0 " 2
3 41.81 # 20.38 & 13.80 & 27.82 & 35.28 # 669.3 " 734.5 "1680 " 416.4 # 850.8 " 192.6 # 158.4 " 3
4 39.00 # 19.56 & 13.19 & 50.96 # 34.45 # 480.1 " 578.3 "2116 " 426.7 # 549.9 " 199.0 # 146.0 " 4
5 36.91 # 18.78 & 13.59 & 51.19 # 35.44 # 285.4 " 485.4 "2454 " 666.1 # 422.4 " 173.8 # 139.6 " 5
6 33.76 # 18.14 & 32.52 & 52.27 # 36.18 # 215.0 " 415.1 "1763 " 595.1 # 370.0 " 151.0 # 125.9 " 6
7 31.14 & 17.42 & 55.52 # 63.36 # 33.51 & 635.3 " 358.4 "2121 " 712.0 # 329.7 " 141.1 # 113.0 " 7
8 29.46 & 17.44 & 40.76 # 80.66 # 30.82 &1405 " 318.0 "2407 "1834 # 305.1 " 127.1 # 103.1 " 8
9 28.47 & 16.87 & 31.06 & 58.72 # 29.57 &1393 " 301.3 "1483 "1163 " 280.0 " 119.6 # 95.38 # 9
10 28.03 & 17.27 & 26.28 & 44.39 # 28.42 & 819.7 " 374.3 "1739 " 789.6 " 250.8 " 114.1 # 88.50 # 10
11 27.20 & 17.86 & 23.43 & 82.74 # 27.33 & 534.9 " 364.6 "2834 " 625.0 " 233.0 " 122.6 # 84.28 # 11
12 26.12 & 18.25 & 21.40 & 114.6 # 26.57 & 775.3 " 393.0 "3109 " 511.9 " 221.5 " 195.8 " 80.68 # 12
13 31.02 & 18.39 & 19.79 & 70.95 # 27.17 & 856.3 " 344.0 "2506 " 446.4 " 243.8 " 185.1 " 76.21 # 13
14 40.01 # 18.41 & 18.14 & 52.57 # 33.19 & 499.7 " 332.6 "2018 " 412.5 " 242.4 " 145.1 " 71.29 # 14
15 35.90 # 18.30 & 17.11 & 43.08 # 36.85 # 359.8 " 391.8 "3233 " 431.1 " 213.5 " 123.4 " 67.53 # 15
16 31.12 & 18.48 & 16.36 & 37.28 # 36.28 # 380.1 " 484.7 "3285 " 395.4 " 197.9 " 110.5 " 64.68 # 16
17 28.77 & 17.98 & 16.60 & 33.76 # 33.73 # 447.4 " 941.7 "2847 " 530.1 " 189.4 " 101.3 " 62.82 # 17
18 27.15 & 17.90 & 16.56 & 35.51 & 31.39 & 427.7 "1409 "1921 " 522.8 " 207.5 " 93.67 # 61.45 # 18
19 25.67 & 18.16 & 15.96 & 70.74 # 29.34 & 480.4 "1419 "1800 " 427.0 " 197.0 " 88.87 # 59.66 # 19
20 24.72 & 17.50 & 16.64 & 68.32 # 27.09 & 810.3 " 933.9 "2035 " 648.7 " 178.1 " 86.13 # 58.75 # 20
21 23.75 & 16.10 & 17.01 & 52.02 # 30.16 &1035 " 812.4 "1474 " 827.1 " 166.1 " 85.39 # 57.61 # 21
22 22.89 & 14.31 & 16.54 & 43.76 # 48.44 # 685.8 "2787 "1151 "1047 " 156.5 " 88.03 # 56.40 # 22
23 22.25 & 14.19 & 16.19 & 41.84 # 57.64 # 450.5 "3890 &1114 " 871.4 " 146.6 " 99.11 # 54.47 # 23
24 21.45 & 16.10 & 15.42 & 39.93 # 51.70 # 359.8 "2818 "1058 " 573.8 " 138.8 " 97.62 # 53.14 # 24
25 22.55 & 16.04 & 14.18 & 37.14 # 63.10 # 523.1 "3727 &2362 " 466.1 " 134.1 " 117.6 # 51.28 # 25
26 24.15 & 16.38 & 12.99 & 34.91 # 246.3 " 702.1 "2581 "1685 " 434.7 " 236.9 " 438.7 " 48.87 # 26
27 24.02 & 17.59 & 12.58 & 32.78 & 424.2 " 988.3 "2487 "1113 " 375.6 " 427.1 " 556.6 " 46.62 # 27
28 23.31 & 16.64 & 13.27 & 31.10 & 532.5 "1518 "2046 " 908.7 " 327.3 " 355.6 " 585.8 " 44.79 # 28
29 22.27 & 13.30 & 30.20 & 618.8 "1332 "1400 " 851.0 " 355.1 " 254.5 " 442.6 " 44.70 # 29
30 21.55 & 13.12 & 30.14 & 600.6 "1620 "1977 " 709.9 " 491.7 " 200.8 " 266.6 " 52.57 # 30
31 22.00 & 13.72 & 434.0 " 2411 " 595.7 # 168.8 # 55.35 # 31
Mean 29.39 & 17.74 & 19.28 & 48.17 & 120.9 & 710.7 "1288 &1872 # 610.0 # 326.2 # 188.1 # 84.15 #
Median 27.20 & 17.88 & 16.36 & 43.42 & 34.65 & 585.1 " 933.9 &1800 # 514.3 # 236.9 # 134.1 # 64.68 #
Maximum 49.99 & 21.57 & 55.52 & 114.6 & 618.8 &1620 "3890 &3285 #1834 #1340 # 585.8 # 198.7 #
Minimum 21.45 & 14.19 & 12.58 & 15.54 & 26.57 & 215.0 " 301.3 & 595.7 # 327.3 # 134.1 # 85.39 # 44.70 #
Total 911.1 & 496.7 & 597.6 & 1445 & 3748 &21320 "39918 &58032 #18299 #10112 # 5643 # 2609 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 446.9 & " ... Relative Uncertainty +/-10%
Ann. Median 122.6 & # ... Relative Uncertainty +/-15%
Annual Total 163131 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3890 & 12.58 &
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 52.15 # 33.48 # 24.48 & 24.18 & 44.84 & 80.43 #1275 " 508.8 " 430.8 " 158.2 " 89.84 # 52.53 # 1
2 49.59 # 31.45 & 23.94 & 25.27 & 71.35 # 72.01 #1083 " 812.8 " 672.3 " 154.3 " 82.14 # 46.41 # 2
3 51.88 # 30.37 & 23.56 & 25.37 & 68.84 # 120.5 # 806.1 " 737.0 " 585.1 " 167.2 " 81.96 # 43.83 # 3
4 57.41 # 29.49 & 24.63 & 25.17 & 61.41 # 158.7 "1155 " 504.8 " 427.3 " 159.1 " 94.51 # 41.91 # 4
5 62.16 # 28.14 & 27.47 & 24.59 & 58.24 # 118.3 " 816.1 " 411.5 " 447.9 " 409.5 " 106.6 " 39.11 # 5
6 85.31 # 27.83 & 28.38 & 23.65 & 48.58 # 92.32 #1232 " 361.3 " 397.0 " 425.2 " 125.0 " 37.30 # 6
7 75.19 # 27.57 & 28.59 & 23.94 & 43.12 # 85.47 #1101 " 367.0 " 312.8 " 379.1 " 118.9 " 35.83 # 7
8 65.49 # 26.80 & 26.55 & 24.53 & 42.02 # 234.2 " 727.2 " 863.4 " 295.7 " 434.3 " 102.5 # 34.27 # 8
9 59.11 # 26.61 & 24.74 & 27.17 & 53.70 # 445.3 " 856.0 "1195 " 282.6 " 270.1 " 88.59 # 33.13 # 9
10 55.32 # 26.08 & 23.36 & 27.32 & 61.38 # 348.2 " 933.9 " 774.3 " 251.5 " 203.4 " 78.39 # 33.85 # 10
11 54.35 # 25.43 & 23.00 & 27.56 & 53.56 # 401.2 " 628.9 " 526.8 " 230.0 " 180.5 " 72.22 # 46.40 # 11
12 51.66 # 24.73 & 23.05 & 28.16 & 51.68 # 244.9 " 473.9 " 432.6 " 216.1 " 161.9 " 71.38 # 66.17 # 12
13 47.61 # 25.22 & 22.30 & 28.39 & 53.75 # 215.1 " 396.2 " 406.0 " 204.4 " 147.1 " 75.12 # 58.16 # 13
14 44.68 # 42.71 & 21.96 & 27.96 & 49.00 # 410.3 " 358.1 " 509.7 " 226.1 " 135.6 " 80.72 # 48.60 # 14
15 41.47 # 73.98 # 22.93 & 29.23 & 46.62 # 937.8 " 664.6 " 507.9 " 495.9 " 126.8 " 80.77 # 43.80 # 15
16 38.75 # 81.77 # 23.52 & 30.50 & 46.25 #1858 "1629 " 379.6 " 420.1 " 119.4 " 74.68 # 39.80 # 16
17 36.72 # 63.49 # 22.71 & 29.38 & 60.49 #2287 "1519 " 313.7 " 372.7 " 113.5 " 67.74 # 36.74 # 17
18 34.45 # 52.98 # 21.99 & 27.37 & 84.88 #1472 " 997.1 " 278.3 " 378.0 " 112.2 " 62.28 # 34.33 # 18
19 32.30 # 45.79 # 21.18 & 26.24 & 72.62 #1102 " 712.8 " 801.0 " 289.1 " 106.7 " 57.01 # 32.37 & 19
20 31.75 & 40.68 # 20.63 & 25.24 & 59.72 # 693.0 " 578.2 " 801.0 " 239.7 " 102.7 " 52.93 # 30.52 & 20
21 32.60 & 36.76 # 33.26 & 25.14 & 51.28 # 519.5 " 499.1 " 464.2 " 219.1 " 99.36 " 50.29 # 29.72 & 21
22 61.32 # 34.10 # 50.31 # 25.19 & 47.39 # 409.1 " 832.5 " 363.8 " 320.0 " 95.71 # 48.85 # 30.99 & 22
23 112.2 # 31.75 & 45.82 # 25.45 & 46.38 # 373.4 " 989.4 " 761.2 " 379.9 " 96.27 # 47.60 # 33.08 & 23
24 93.05 # 29.73 & 36.29 # 26.64 & 54.56 # 627.0 " 861.8 "1033 " 344.8 " 137.8 " 46.56 # 34.37 # 24
25 74.82 # 28.09 & 31.86 & 27.05 & 63.93 #1398 " 769.0 " 598.0 " 326.1 " 198.5 " 44.63 # 33.23 & 25
26 61.19 # 27.14 & 29.88 & 27.37 & 68.06 #1456 " 585.1 " 438.0 " 271.9 " 183.6 " 46.46 # 31.67 & 26
27 50.86 # 26.05 & 27.85 & 26.98 & 108.7 # 914.9 "1731 " 363.6 " 232.1 " 139.6 " 60.41 # 28.77 & 27
28 44.55 # 25.25 & 26.05 & 25.91 & 121.0 " 625.6 "2251 " 382.3 " 210.4 " 118.4 " 75.69 # 27.13 & 28
29 41.50 # 24.11 & 24.48 & 146.2 " 887.5 "1120 " 641.5 " 189.7 " 112.0 " 66.79 # 26.49 & 29
30 39.29 # 23.04 & 24.52 & 132.6 " 656.5 " 787.6 " 514.3 " 170.2 " 106.9 " 59.79 # 26.79 & 30
31 36.22 # 23.74 & 99.88 # 610.6 " 387.9 " 99.47 # 26.07 & 31
Mean 54.03 & 35.84 & 26.81 & 26.33 & 66.84 & 641.5 # 934.8 " 562.6 " 328.0 " 175.9 # 73.68 # 37.53 &
Median 51.66 & 29.61 & 24.11 & 26.07 & 58.24 & 427.8 # 832.5 " 507.9 " 304.2 " 139.6 # 73.45 # 34.33 &
Maximum 112.2 & 81.77 & 50.31 & 30.50 & 146.2 &2287 #2251 "1195 " 672.3 " 434.3 # 125.0 # 66.17 &
Minimum 31.75 & 24.73 & 20.63 & 23.65 & 42.02 & 72.01 # 358.1 " 278.3 " 170.2 " 95.71 # 44.63 # 26.07 &
Total 1675 & 1003 & 831.2 & 789.9 & 2072 &19244 #28980 "17440 " 9839 " 5454 # 2210 # 1163 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 248.5 & " ... Relative Uncertainty +/-10%
Ann. Median 72.01 & # ... Relative Uncertainty +/-15%
Annual Total 90702 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2287 & 20.63 &
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 24.75 & 18.06 & 15.68 & 11.39 & 8.716& 28.60 & 551.8 " 817.9 #1301 " 234.5 " 83.42 # 42.61 # 1
2 24.15 & 17.85 & 13.28 & 28.90 & 10.58 & 77.80 # 338.5 " 692.2 #1425 " 214.7 " 80.59 # 41.32 # 2
3 23.33 & 18.53 & 11.36 & 23.85 & 19.15 & 70.10 # 225.9 " 576.8 #1336 " 197.6 " 77.40 # 40.61 # 3
4 22.38 & 19.11 & 9.932& 15.67 & 24.90 & 53.24 # 183.5 " 506.0 #3186 & 183.2 " 74.35 # 38.99 # 4
5 21.47 & 21.93 & 10.29 & 12.12 & 21.90 & 59.61 # 157.2 " 570.4 #2986 " 169.0 " 72.35 # 37.30 # 5
6 21.02 & 29.38 & 10.09 & 10.19 & 27.73 & 63.41 # 133.6 " 641.4 #1704 " 215.3 " 76.29 # 36.05 # 6
7 20.27 & 37.40 # 11.18 & 9.680& 34.28 # 63.91 # 116.7 " 525.0 #3377 & 370.5 " 142.1 # 35.05 # 7
8 20.06 & 41.33 # 11.61 & 22.44 & 30.24 & 48.93 # 108.1 " 477.1 #2960 " 307.0 " 205.4 " 33.09 # 8
9 20.22 & 44.41 # 10.80 & 29.37 & 23.37 & 39.49 # 264.9 " 430.8 #1498 " 248.7 " 145.0 " 31.85 & 9
10 19.14 & 35.46 # 9.708& 32.99 & 21.33 & 34.78 # 740.7 " 395.3 #1018 " 222.2 " 110.3 " 30.33 & 10
11 19.45 & 30.44 & 10.10 & 26.50 & 19.54 & 33.65 # 442.4 " 372.4 # 817.9 " 193.0 " 93.14 # 29.06 & 11
12 18.82 & 28.07 & 9.266& 21.47 & 24.49 & 44.97 # 287.2 " 460.1 # 909.4 " 181.1 " 81.55 # 27.79 & 12
13 17.77 & 25.97 & 8.376& 16.92 & 37.81 & 47.88 # 304.6 " 888.7 #1561 " 216.9 " 76.84 # 27.08 & 13
14 16.60 & 24.62 & 7.733& 13.70 & 42.46 # 43.25 # 308.8 "1014 #1332 " 195.9 " 76.26 # 27.37 & 14
15 14.90 & 26.87 & 7.346& 11.34 & 35.24 # 38.24 # 232.0 " 862.9 #1100 " 167.1 " 73.44 # 26.73 & 15
16 13.40 & 37.11 & 6.812& 9.798& 29.82 & 34.41 # 185.3 " 663.7 #1064 " 152.6 " 69.74 # 25.30 & 16
17 12.45 & 37.74 # 6.342& 9.702& 26.88 & 32.54 & 156.5 " 505.6 # 841.8 " 336.9 " 72.99 # 24.03 & 17
18 14.45 & 33.39 & 5.981& 9.418& 25.53 & 73.73 # 158.7 " 411.7 # 614.9 " 330.8 " 92.67 # 23.45 & 18
19 15.37 & 28.06 & 5.763& 8.878& 25.97 & 134.6 " 202.9 " 512.0 " 511.7 " 216.5 " 89.54 # 22.76 & 19
20 16.62 & 25.02 & 5.310& 8.744& 24.74 & 117.7 " 168.3 " 545.9 " 477.6 " 172.5 " 77.70 # 22.16 & 20
21 17.13 & 24.64 & 5.039& 9.880& 23.68 & 89.50 # 168.7 " 498.2 " 428.0 " 147.9 " 69.78 # 21.83 & 21
22 17.90 & 23.80 & 4.409& 10.92 & 25.35 & 92.00 # 237.3 " 374.0 " 396.2 " 137.6 " 67.58 # 21.13 & 22
23 18.10 & 22.10 & 4.337& 11.64 & 25.29 & 97.10 # 195.2 " 728.7 " 417.1 " 125.1 " 64.04 # 20.64 & 23
24 18.53 & 20.12 & 4.530& 11.81 & 23.94 & 77.50 # 492.1 "1835 " 368.3 " 116.2 " 60.14 # 20.50 & 24
25 18.51 & 21.99 & 4.236& 11.70 & 21.70 & 72.15 #1210 "1820 " 301.8 " 109.5 " 55.36 # 21.49 & 25
26 17.43 & 22.04 & 4.049& 10.85 & 20.36 & 91.89 #1124 #1192 " 267.0 " 103.5 " 50.89 # 21.67 & 26
27 16.56 & 19.87 & 3.628& 10.09 & 24.39 & 101.1 "1294 # 936.2 " 272.1 " 105.9 " 47.60 # 21.13 & 27
28 16.72 & 18.02 & 3.444& 9.533& 26.25 & 263.6 "1035 #1038 " 329.3 " 108.7 " 44.84 # 20.76 & 28
29 16.70 & 3.166& 9.244& 26.45 & 943.7 " 845.6 #1484 " 318.0 " 102.8 " 44.51 # 21.60 & 29
30 16.91 & 3.492& 8.835& 23.83 & 764.8 " 989.8 #1635 " 266.7 " 98.16 # 44.09 # 22.35 & 30
31 18.47 & 3.756& 22.13 & 1050 #1637 " 90.80 # 26.09 & 31
Mean 18.37 & 26.90 & 7.454& 14.59 & 25.10 & 124.5 & 448.7 # 807.9 #1113 & 186.2 # 80.66 # 27.81 &
Median 18.10 & 24.83 & 6.812& 11.36 & 24.74 & 67.00 & 264.9 # 641.4 # 875.6 & 181.1 # 75.30 # 26.09 &
Maximum 24.75 & 44.41 & 15.68 & 32.99 & 42.46 & 943.7 &1294 #1835 #3377 & 370.5 # 205.4 # 42.61 &
Minimum 12.45 & 17.85 & 3.166& 8.744& 8.716& 28.60 & 108.1 # 372.4 # 266.7 & 90.80 # 44.09 # 20.50 &
Total 569.6 & 753.3 & 231.1 & 437.6 & 778.0 & 3734 &13909 #25046 #33385 & 5772 # 2420 # 862.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 240.8 & " ... Relative Uncertainty +/-10%
Ann. Median 39.49 & # ... Relative Uncertainty +/-15%
Annual Total 87898 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3377 & 3.166&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 29.77 & 6.113& 9.176& 8.874& 37.34 # 165.4 " 348.9 " 430.1 "1145 " 243.0 " 146.5 " 126.0 " 1
2 30.36 & 5.445& 7.684& 8.496& 36.02 # 137.6 " 275.2 " 617.6 "1143 " 365.2 " 133.8 " 123.4 " 2
3 27.35 & 4.989& 6.249& 8.780& 33.71 & 147.4 " 230.8 "1630 "1338 " 399.6 " 135.4 " 114.0 " 3
4 24.17 & 4.049& 6.038& 8.371& 27.98 & 135.2 " 241.7 "1815 "1138 " 333.5 " 115.6 " 103.5 " 4
5 23.24 & 3.543& 6.708& 8.271& 23.40 & 504.9 " 388.0 "1343 "2248 " 262.2 " 121.5 " 92.74 # 5
6 22.03 & 3.841& 6.767& 7.436& 20.21 &1520 " 955.8 "1167 "1728 " 223.1 " 211.8 " 92.08 # 6
7 20.72 & 4.639& 6.765& 6.381& 18.88 &1212 "1162 "1604 "1099 " 205.3 " 230.2 " 90.85 # 7
8 19.44 & 4.348& 7.079& 5.654& 19.55 & 616.9 "1847 "1905 " 933.5 " 222.9 " 234.8 " 90.49 # 8
9 18.45 & 4.019& 8.041& 5.551& 34.55 & 381.0 "1747 "1835 "1807 " 228.4 " 257.3 " 108.7 # 9
10 16.63 & 3.775& 8.042& 5.445& 68.25 # 282.8 "1065 "1377 "2069 " 212.1 " 211.1 " 126.9 " 10
11 14.30 & 3.366& 9.115& 5.153& 78.28 # 227.9 " 724.8 "1068 "1244 " 187.6 " 157.9 " 110.9 " 11
12 13.17 & 3.498& 11.62 & 5.116& 64.40 # 204.4 " 555.4 " 855.0 " 878.1 " 183.1 " 126.4 " 106.3 " 12
13 12.31 & 4.074& 11.70 & 4.658& 47.51 # 304.7 " 453.4 " 703.8 " 765.5 " 181.1 " 106.7 " 99.35 # 13
14 11.37 & 4.638& 10.92 & 4.462& 37.30 # 270.0 " 377.8 " 828.2 "1127 " 190.4 " 92.96 # 96.46 # 14
15 12.70 & 5.803& 10.35 & 4.783& 34.28 # 247.2 " 349.8 " 966.6 "1409 " 175.5 " 82.18 # 96.70 # 15
16 13.32 & 6.589& 13.97 & 4.707& 35.30 # 231.9 "4100 & 954.4 "1114 " 158.3 " 409.5 # 91.54 # 16
17 12.89 & 5.833& 14.97 & 6.721& 57.78 # 190.7 "4318 & 855.9 " 791.4 " 147.6 "2539 " 85.95 # 17
18 12.77 & 15.23 & 13.94 & 8.294& 103.0 # 162.8 "2025 " 705.1 " 606.7 " 135.5 "1319 " 79.87 # 18
19 11.66 & 23.15 & 12.81 & 7.656& 95.82 # 146.1 "1229 "1069 " 520.9 " 123.5 " 679.2 " 76.99 # 19
20 10.15 & 20.63 & 11.32 & 7.765& 103.3 # 154.1 " 903.1 "1568 " 483.9 " 113.1 " 440.3 " 74.58 # 20
21 8.719& 17.37 & 10.08 & 9.811& 134.8 " 422.5 " 707.9 "1368 " 407.3 " 108.3 " 322.1 " 70.84 # 21
22 7.350& 15.07 & 9.144& 15.87 & 127.9 "1212 " 602.8 "1667 " 361.0 " 106.5 " 253.7 " 65.90 # 22
23 7.452& 13.68 & 8.471& 17.42 & 105.4 # 897.3 " 491.6 "1144 " 326.8 " 115.1 " 211.1 " 61.32 # 23
24 7.696& 11.78 & 9.068& 16.27 & 84.08 # 612.7 " 419.0 " 901.9 " 296.2 " 131.3 " 198.6 " 56.76 # 24
25 8.186& 11.07 & 9.102& 13.76 & 138.5 # 812.5 " 381.8 " 694.9 " 273.6 " 121.5 " 182.4 " 53.44 # 25
26 8.316& 13.09 & 10.23 & 12.03 & 126.9 " 761.4 "1076 " 578.9 " 258.1 " 109.9 " 174.4 " 51.02 # 26
27 8.170& 13.37 & 10.69 & 10.76 & 172.6 " 446.1 "1240 " 543.3 " 247.0 " 106.0 " 197.4 " 56.53 # 27
28 8.130& 11.99 & 10.58 & 9.348& 637.2 " 331.0 "1032 " 487.2 " 237.5 " 98.75 # 188.0 " 105.3 # 28
29 8.110& 10.78 & 11.13 & 13.30 & 525.9 " 276.3 " 755.5 " 533.3 " 226.4 " 93.28 # 154.4 " 170.6 " 29
30 7.703& 10.40 & 28.42 & 306.9 " 257.1 " 581.7 "1044 " 216.2 " 98.18 # 134.9 " 127.8 " 30
31 7.122& 9.627& 225.1 " 500.7 " 904.8 " 140.3 " 92.19 # 31
Mean 14.31 & 8.820& 9.735& 9.319& 114.9 & 442.4 "1003 &1070 " 881.3 " 178.1 # 325.6 # 93.51 #
Median 12.70 & 5.833& 9.627& 8.283& 68.25 & 279.6 " 707.9 & 966.6 " 834.8 " 158.3 # 192.7 # 92.19 #
Maximum 30.36 & 23.15 & 14.97 & 28.42 & 637.2 &1520 "4318 &1905 "2248 " 399.6 #2539 # 170.6 #
Minimum 7.122& 3.366& 6.038& 4.462& 18.88 & 135.2 " 230.8 & 430.1 " 216.2 " 93.28 # 82.18 # 51.02 #
Total 443.8 & 255.8 & 301.8 & 279.6 & 3562 &13272 "31087 &33165 "26440 " 5520 # 9768 # 2899 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 347.0 & " ... Relative Uncertainty +/-10%
Ann. Median 121.5 & # ... Relative Uncertainty +/-15%
Annual Total 126995 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4318 & 3.366&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 76.03 # 25.97 & 15.38 & 11.08 & 26.36 & 61.24 # 302.5 " 305.6 "1083 " 303.2 " 129.2 " 84.78 # 1
2 68.85 # 24.82 & 15.84 & 10.67 & 25.20 & 54.02 # 612.0 " 254.9 " 727.3 " 257.4 " 114.5 " 89.99 # 2
3 62.10 # 24.24 & 15.54 & 10.47 & 34.53 & 47.20 # 459.0 " 280.4 " 549.9 " 247.8 " 125.6 " 85.37 # 3
4 55.98 # 23.88 & 15.29 & 10.58 & 38.07 # 42.54 # 291.6 " 487.9 " 461.9 " 269.5 " 157.0 " 73.22 # 4
5 51.45 # 23.13 & 15.33 & 10.79 & 33.37 & 40.90 # 220.6 " 532.7 " 397.6 " 366.7 " 138.4 " 68.71 # 5
6 46.68 # 22.44 & 15.18 & 10.76 & 28.19 & 41.52 # 183.8 " 624.0 " 347.8 " 291.0 " 112.4 " 65.56 # 6
7 43.46 # 21.51 & 15.37 & 11.26 & 25.46 & 73.60 # 157.8 " 406.0 " 316.0 " 229.6 " 99.14 # 58.23 # 7
8 41.02 # 20.24 & 16.00 & 12.15 & 23.86 & 94.56 # 153.6 " 360.4 " 359.7 " 203.3 " 121.7 # 52.59 # 8
9 38.55 # 19.86 & 16.33 & 27.52 & 23.33 & 117.9 " 228.9 "1243 " 505.3 " 247.6 " 202.7 " 47.47 # 9
10 36.70 # 19.31 & 16.75 & 60.01 # 23.14 & 106.8 " 185.5 "1196 " 406.4 " 288.6 " 187.2 " 42.67 # 10
11 35.45 # 18.45 & 17.48 & 54.29 # 23.67 & 105.9 " 160.7 " 782.6 " 368.3 " 229.4 " 139.8 " 39.98 # 11
12 35.08 # 18.72 & 19.12 & 40.70 # 22.84 & 91.92 # 148.4 " 679.1 " 315.5 " 200.6 " 114.3 " 39.53 # 12
13 33.54 # 18.39 & 19.09 & 32.33 & 22.99 & 90.08 # 151.2 " 802.9 " 270.9 " 272.2 " 98.84 # 39.00 # 13
14 32.44 & 18.52 & 18.48 & 27.04 & 23.55 & 116.1 " 331.4 " 742.1 " 281.0 " 268.8 " 89.98 # 39.27 # 14
15 31.21 & 19.31 & 17.72 & 24.06 & 23.14 & 162.7 " 386.8 " 553.0 " 340.9 " 229.9 " 84.58 # 41.20 # 15
16 30.49 & 18.91 & 16.98 & 22.31 & 22.40 & 136.1 " 280.1 " 420.5 " 312.8 " 197.7 " 83.82 # 40.31 # 16
17 31.71 & 18.32 & 16.55 & 21.38 & 22.01 & 238.7 " 207.7 " 337.3 " 540.1 " 203.4 " 81.60 # 36.93 # 17
18 36.28 # 17.94 & 15.75 & 20.41 & 21.49 & 169.1 " 177.2 " 370.3 "1048 " 243.1 " 76.06 # 39.36 # 18
19 39.73 # 17.42 & 14.82 & 19.87 & 21.10 & 122.7 " 207.1 "1763 " 571.4 " 196.1 " 70.73 # 48.64 # 19
20 49.07 # 17.57 & 14.16 & 19.53 & 29.74 & 100.4 # 547.3 "4071 & 390.4 " 166.8 " 65.48 # 49.90 # 20
21 55.54 # 17.34 & 13.93 & 18.76 & 38.94 # 93.66 # 553.7 "2250 " 452.2 " 200.1 " 62.72 # 46.80 # 21
22 47.11 # 17.05 & 13.83 & 18.02 & 36.77 # 291.5 " 451.2 "1187 "1812 " 211.4 " 96.75 # 43.95 # 22
23 39.59 # 16.73 & 13.73 & 17.31 & 30.23 & 277.0 " 307.4 " 849.6 "1767 " 174.9 " 123.6 " 40.39 # 23
24 35.20 # 16.53 & 13.11 & 17.00 & 26.11 & 252.0 " 248.5 "1153 !1075 " 150.7 " 112.0 " 37.74 # 24
25 33.13 # 15.80 & 12.70 & 17.00 & 24.26 & 966.6 " 351.4 "2325 ! 740.1 " 136.6 " 87.52 # 35.96 # 25
26 31.76 & 15.38 & 12.37 & 17.01 & 32.28 & 558.4 " 327.9 "3859 ! 542.9 " 125.7 " 71.97 # 34.34 # 26
27 30.26 & 14.70 & 12.58 & 17.74 & 65.48 # 352.9 " 491.4 "3121 ! 432.2 " 123.3 " 62.81 # 32.69 & 27
28 28.67 & 14.54 & 12.67 & 19.79 & 107.8 # 270.2 "1005 "1757 ! 354.5 " 257.8 " 58.62 # 31.95 & 28
29 27.44 & 12.16 & 21.10 & 108.5 " 263.1 " 825.9 "1078 " 318.6 " 305.3 " 62.01 # 36.31 # 29
30 27.13 & 11.17 & 26.81 & 84.60 # 281.7 " 567.0 " 996.6 " 327.6 " 195.6 " 67.26 # 43.32 # 30
31 26.83 & 11.07 & 67.18 # 397.2 "1317 " 151.7 " 40.41 # 31
Mean 40.60 & 19.18 & 15.05 & 21.59 & 36.66 & 187.4 # 352.3 "1165 ! 580.6 " 224.1 " 103.3 # 48.60 &
Median 36.28 & 18.49 & 15.33 & 19.15 & 26.11 & 117.0 # 302.5 " 802.9 ! 419.3 " 229.4 " 97.80 # 41.20 &
Maximum 76.03 & 25.97 & 19.12 & 60.01 & 108.5 & 966.6 #1005 "4071 !1812 " 366.7 " 202.7 # 89.99 &
Minimum 26.83 & 14.54 & 11.07 & 10.47 & 21.10 & 40.90 # 148.4 " 254.9 ! 270.9 " 123.3 " 58.62 # 31.95 &
Total 1258 & 537.0 & 466.5 & 647.7 & 1137 & 5621 #10920 "36106 !17417 " 6946 " 3098 # 1507 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 234.7 ! ! ... Not reviewed / Quality not known
Ann. Median 67.18 ! " ... Relative Uncertainty +/-10%
Annual Total 85660 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4071 ! 10.47 !
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 33.80 & 13.89 & 27.46 & 20.20 # 13.77 # 41.15 # 211.1 " 536.3 " 590.2 " 280.1 " 127.3 # 56.95 # 1
2 30.32 & 13.95 & 24.39 & 23.03 # 13.10 # 38.29 # 155.4 " 580.6 " 433.7 " 229.7 " 117.3 # 53.56 # 2
3 28.31 & 13.89 & 22.60 & 22.80 # 12.78 & 35.74 # 183.1 " 372.1 " 514.4 " 198.3 " 112.6 # 47.94 # 3
4 26.70 & 13.85 & 21.25 & 21.19 # 12.65 & 33.56 # 226.1 " 287.6 " 676.9 " 181.1 " 114.0 # 44.33 # 4
5 25.52 & 13.14 & 20.18 & 19.75 # 14.91 & 34.33 # 212.3 " 245.6 " 426.6 " 180.5 " 107.1 # 41.10 # 5
6 24.96 & 12.97 & 19.48 & 18.75 # 29.60 # 45.18 # 251.0 " 223.8 " 331.4 " 198.6 " 98.70 # 39.75 # 6
7 24.31 & 13.86 & 18.75 & 17.66 # 50.84 # 49.35 # 320.9 " 223.7 " 286.5 " 182.9 " 94.81 # 38.05 # 7
8 23.28 & 16.66 & 17.53 & 17.05 # 54.48 # 49.70 # 224.6 " 295.7 " 272.6 " 162.7 " 91.07 # 36.08 # 8
9 23.66 & 16.80 & 17.39 & 16.67 # 43.57 # 46.42 # 159.7 " 797.4 " 251.5 " 163.5 " 87.19 # 34.41 # 9
10 24.60 & 17.12 & 21.76 & 16.53 # 33.08 # 42.02 # 129.3 # 632.7 " 240.7 " 167.2 " 86.86 # 32.24 # 10
11 24.96 & 16.97 & 24.58 ! 16.22 # 28.76 # 39.22 # 112.7 # 589.6 " 358.9 " 164.7 " 83.00 # 30.55 # 11
12 24.85 & 17.36 & 22.26 ! 15.62 # 27.74 # 37.40 # 102.1 # 727.7 " 344.5 " 252.5 " 77.37 # 28.88 # 12
13 23.84 & 17.71 & 19.79 ! 15.85 # 26.38 # 35.97 # 118.4 # 558.3 " 265.0 " 598.0 " 74.36 # 27.07 # 13
14 22.46 & 20.03 & 17.52 ! 19.23 # 27.50 # 33.51 # 302.2 " 448.7 " 232.7 " 490.9 " 78.21 # 26.20 # 14
15 20.69 & 19.90 & 16.35 # 21.67 # 33.60 # 32.48 # 797.9 " 860.1 " 385.8 " 358.7 " 76.25 # 25.40 # 15
16 19.89 & 20.05 & 15.61 # 23.05 # 35.60 # 54.40 # 479.4 " 565.9 " 509.1 " 343.3 " 72.31 # 24.98 # 16
17 19.18 & 19.41 & 14.78 # 21.54 # 30.52 # 87.75 # 328.8 " 487.6 " 374.6 " 877.1 " 73.59 # 24.40 # 17
18 18.23 & 18.28 & 14.73 # 19.26 # 27.13 # 70.26 # 292.2 "1163 " 326.0 " 811.2 " 71.67 # 23.96 # 18
19 17.88 & 16.66 & 17.74 # 17.93 # 34.25 # 54.33 # 262.0 " 899.5 " 491.0 " 764.3 " 64.93 # 22.92 # 19
20 17.91 & 16.78 & 21.35 # 17.56 # 75.97 # 45.80 # 205.8 " 606.5 " 442.2 " 449.3 " 58.72 # 21.96 # 20
21 17.67 & 36.41 & 22.90 # 17.42 # 109.4 # 39.87 # 173.6 " 494.4 " 409.0 " 321.6 " 54.50 # 21.24 # 21
22 17.74 & 49.08 # 21.27 # 17.47 # 103.5 # 36.35 # 296.6 " 908.4 " 351.7 " 259.4 " 51.54 # 20.29 # 22
23 16.65 & 38.74 # 18.81 # 18.12 # 88.44 # 35.56 #1305 " 981.3 " 387.4 " 220.8 " 48.80 # 19.73 # 23
24 15.07 & 31.98 & 17.38 # 17.98 # 68.30 # 37.17 #1327 " 926.7 " 353.3 " 194.6 " 45.81 # 19.43 # 24
25 13.46 & 26.86 & 16.22 # 17.63 # 60.26 # 42.80 # 953.3 " 949.1 " 335.8 " 173.3 " 44.98 # 18.87 # 25
26 12.36 & 24.93 & 15.40 # 17.15 # 86.27 # 65.35 # 703.3 " 684.8 " 459.4 " 155.1 " 43.38 # 18.40 # 26
27 11.86 & 28.03 & 14.80 # 16.68 # 104.0 # 78.15 # 470.2 " 565.3 " 414.0 " 163.6 " 40.86 # 17.97 # 27
28 11.75 & 29.15 & 15.31 # 16.04 # 81.74 # 70.75 # 349.0 " 876.7 " 284.2 " 184.5 " 38.77 # 18.12 # 28
29 11.99 & 17.39 # 15.21 # 62.65 # 103.0 # 292.5 " 783.5 " 231.6 " 167.7 " 36.69 # 17.97 # 29
30 12.27 & 17.37 # 14.46 # 51.40 # 173.1 # 529.2 " 658.8 " 249.8 " 155.2 " 43.43 # 18.86 # 30
31 13.11 & 17.39 # 45.26 # 503.3 " 828.9 " 139.4 " 18.62 # 31
Mean 20.30 & 21.23 & 19.02 ! 18.32 # 47.98 & 52.97 # 386.4 # 637.4 " 374.4 " 296.4 " 73.87 # 28.72 #
Median 19.89 & 17.54 & 17.74 ! 17.65 # 35.60 & 42.41 # 292.2 # 606.5 " 356.1 " 198.3 " 73.97 # 24.98 #
Maximum 33.80 & 49.08 & 27.46 ! 23.05 # 109.4 & 173.1 #1327 #1163 " 676.9 " 877.1 " 127.3 # 56.95 #
Minimum 11.75 & 12.97 & 14.73 ! 14.46 # 12.65 & 32.48 # 102.1 # 223.7 " 231.6 " 139.4 " 36.69 # 17.97 #
Total 629.3 & 594.5 & 589.7 ! 549.7 # 1487 & 1589 #11979 #19761 "11231 " 9190 " 2216 # 890.2 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 166.3 ! ! ... Not reviewed / Quality not known
Ann. Median 43.43 ! " ... Relative Uncertainty +/-10%
Annual Total 60706 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1327 ! 11.75 !
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 18.08 # 10.71 & 5.856& 9.606& 20.81 # 23.91 # 83.07 # 893.5 " 216.3 " 109.2 # 128.5 # 39.43 # 1
2 17.64 # 10.34 & 5.554& 10.35 & 38.45 # 22.70 # 86.47 # 545.6 " 201.4 " 93.62 # 206.9 " 39.71 # 2
3 17.14 # 9.815& 5.094& 10.20 & 32.87 # 22.01 # 95.22 # 361.5 " 197.4 " 83.15 # 174.8 " 33.28 # 3
4 16.57 # 9.396& 5.017& 12.91 & 25.25 # 21.73 # 118.9 # 274.4 " 187.2 " 80.00 # 122.4 # 27.21 # 4
5 16.25 # 8.783& 5.194& 14.88 # 21.71 # 21.51 # 123.6 # 224.2 " 179.9 " 75.97 # 89.50 # 23.71 # 5
6 16.13 # 8.220& 5.372& 14.58 # 19.11 # 21.35 # 95.85 # 193.7 " 165.3 " 70.94 # 69.28 # 21.91 # 6
7 15.84 # 8.175& 5.234& 12.93 & 17.74 # 22.60 # 78.16 # 170.0 " 144.0 " 66.50 # 55.39 # 21.78 # 7
8 15.49 # 7.906& 5.041& 14.87 & 17.52 # 25.27 # 260.7 # 151.8 " 126.7 # 63.25 # 46.85 # 21.68 # 8
9 15.10 # 7.721& 4.999& 20.72 # 25.95 # 45.53 # 367.5 " 137.3 " 114.7 # 67.18 # 41.51 # 20.59 # 9
10 16.09 # 7.492& 4.990& 20.15 # 104.8 # 68.75 # 256.1 " 123.6 # 108.4 # 73.37 # 36.28 # 19.00 # 10
11 16.18 # 7.295& 4.850& 19.28 # 150.9 # 65.93 # 185.1 " 114.0 # 103.0 # 61.20 # 31.81 # 17.67 # 11
12 16.19 # 7.262& 4.862& 19.91 # 100.6 # 66.60 # 157.8 " 120.9 # 94.33 # 52.38 # 28.50 # 16.64 # 12
13 16.19 # 7.087& 5.196& 18.80 # 67.34 # 65.81 # 156.4 " 306.7 " 86.33 # 56.15 # 26.46 # 15.94 # 13
14 15.96 # 6.947& 5.704& 17.01 # 56.02 # 55.05 # 153.1 " 293.6 " 80.04 # 89.99 # 25.10 # 15.32 # 14
15 15.04 # 6.707& 7.710& 15.71 # 54.84 # 49.05 # 147.5 " 229.4 " 75.71 # 227.2 " 23.76 # 14.72 # 15
16 14.66 # 6.628& 10.37 & 14.56 # 48.22 # 46.93 # 229.1 " 216.8 " 72.15 # 182.4 " 23.29 # 14.21 # 16
17 14.33 # 6.438& 21.85 & 14.06 # 40.06 # 44.18 # 223.3 " 178.6 " 68.27 # 130.7 # 23.45 # 13.33 & 17
18 14.09 # 6.169& 25.56 # 13.62 # 34.55 # 45.31 # 170.3 " 149.1 " 73.36 # 106.8 # 24.42 # 12.46 & 18
19 13.59 # 6.072& 19.94 # 13.33 # 31.29 # 43.47 # 143.5 " 129.7 # 91.45 # 86.80 # 25.76 # 12.01 & 19
20 13.19 # 6.027& 16.37 # 12.66 & 30.19 # 49.85 # 120.0 # 134.9 # 85.29 # 71.86 # 29.65 # 11.26 & 20
21 12.52 & 6.014& 14.10 # 12.25 & 30.39 # 74.61 # 105.1 # 202.7 " 73.85 # 63.92 # 35.87 # 10.49 & 21
22 11.95 & 5.900& 12.46 & 11.92 & 30.63 # 92.66 # 94.99 # 268.8 " 66.80 # 58.40 # 31.84 # 10.20 & 22
23 11.66 & 5.936& 11.36 & 11.71 & 30.44 # 105.2 # 131.3 # 210.7 " 89.10 # 55.50 # 29.17 # 11.01 & 23
24 12.75 & 5.999& 10.64 & 11.70 & 31.61 # 85.87 # 321.4 " 169.1 " 292.7 " 54.40 # 29.70 # 26.04 & 24
25 13.30 # 5.923& 10.13 & 12.37 & 33.82 # 70.46 # 256.4 " 412.3 " 237.7 " 51.88 # 27.61 # 41.17 # 25
26 12.92 & 5.924& 9.775& 14.17 & 33.97 # 64.05 # 181.2 " 864.4 " 194.0 " 48.41 # 25.02 # 34.59 # 26
27 12.52 & 5.923& 9.840& 15.36 # 31.77 # 63.53 # 147.5 " 580.2 " 307.0 " 45.25 # 22.78 # 26.67 # 27
28 12.28 & 5.964& 9.683& 15.76 # 29.91 # 59.34 # 128.0 # 337.7 " 261.8 " 41.85 # 22.51 # 21.00 # 28
29 12.01 & 9.379& 15.69 # 27.89 # 74.33 # 198.8 # 340.2 " 171.5 " 37.91 # 24.54 # 16.42 # 29
30 11.55 & 8.989& 14.85 # 25.80 # 101.4 # 843.6 " 368.9 " 132.7 # 46.15 # 29.78 # 14.85 # 30
31 11.12 & 8.932& 25.08 # 1041 " 276.5 " 69.76 # 13.22 & 31
Mean 14.46 & 7.242& 9.356& 14.53 & 40.95 # 53.97 # 216.2 # 289.7 # 143.3 # 78.13 # 50.41 # 20.57 &
Median 14.66 & 6.827& 8.932& 14.36 & 31.29 # 52.45 # 153.1 # 224.2 # 120.7 # 67.18 # 29.67 # 17.67 &
Maximum 18.08 & 10.71 & 25.56 & 20.72 & 150.9 # 105.2 #1041 # 893.5 # 307.0 # 227.2 # 206.9 # 41.17 &
Minimum 11.12 & 5.900& 4.850& 9.606& 17.52 # 21.35 # 78.16 # 114.0 # 66.80 # 37.91 # 22.51 # 10.20 &
Total 448.3 & 202.8 & 290.0 & 435.9 &1270 #1619 #6701 #8981 #4298 #2422 #1512 # 637.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 78.95 & " ... Relative Uncertainty +/-10%
Ann. Median 30.19 & # ... Relative Uncertainty +/-15%
Annual Total 28818 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1041 & 4.850&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 12.66 & 3.121& 1.567! 6.993& 12.00 &1809 " 714.3 " 428.8 " 807.8 "1294 " 192.3 " 70.06 # 1
2 12.53 & 2.997& 1.522! 6.071& 11.52 &2056 " 574.2 " 449.2 " 615.9 "1069 " 242.1 " 67.14 # 2
3 11.95 & 2.866& 1.505! 5.362& 17.60 &2463 " 490.5 " 399.0 " 512.8 "1076 " 276.1 " 65.64 # 3
4 10.88 & 2.817& 1.491! 4.814& 39.28 #1939 " 432.4 " 364.0 " 443.1 "1332 " 270.0 " 64.06 # 4
5 9.698& 2.694& 1.480! 4.646& 46.06 #1071 " 410.7 " 337.6 " 408.5 "1936 " 222.9 " 61.61 # 5
6 9.077& 2.489& 1.467! 4.415& 28.74 # 760.7 " 460.2 " 305.2 " 645.7 "2256 " 190.2 " 57.96 # 6
7 8.846& 2.475& 1.460! 4.420& 20.77 # 724.2 " 519.8 " 287.0 " 648.2 "2004 " 551.9 " 52.99 # 7
8 8.198& 2.435& 1.683! 4.464& 17.35 # 627.7 "1376 " 264.9 " 519.2 "1395 " 728.0 " 48.99 # 8
9 7.465& 2.513& 1.851& 4.176& 16.05 # 591.3 "1444 " 252.6 " 479.1 " 947.7 " 397.3 " 48.66 # 9
10 7.280& 2.549& 1.900& 4.128& 14.48 # 893.4 "1003 " 298.9 " 563.3 " 728.6 " 270.5 " 51.22 # 10
11 7.142& 2.519& 1.818& 4.162& 13.48 # 940.4 " 707.8 " 300.3 " 494.4 " 604.0 " 217.7 " 51.75 # 11
12 7.967& 2.425& 1.679! 4.235& 15.38 # 809.5 " 535.3 " 518.3 " 415.3 " 509.1 " 197.0 " 49.12 # 12
13 9.268& 2.244& 1.568! 4.424& 62.33 #1507 "1097 "1195 " 355.1 " 441.9 " 182.8 " 46.28 # 13
14 11.36 & 2.040& 1.513! 4.850& 758.6 "1072 "1530 " 890.5 " 308.8 " 403.0 " 165.6 " 44.60 # 14
15 11.63 & 1.853& 1.481! 5.097& 766.8 " 746.9 "1181 "1074 " 565.0 " 352.1 " 148.7 " 46.44 # 15
16 10.77 & 1.685! 1.461! 4.822& 506.2 "1044 "1033 "1737 " 553.7 " 318.9 " 134.7 # 47.14 # 16
17 9.308& 1.572! 1.449! 4.404& 336.7 " 869.9 " 816.5 "1470 " 385.1 " 290.4 " 123.1 # 42.94 # 17
18 8.670& 1.523! 1.442! 3.945& 234.1 " 753.3 "1351 " 917.2 " 308.5 " 278.9 " 114.3 # 38.98 # 18
19 8.289& 1.487! 1.436! 3.507& 183.3 " 617.1 "1583 "1177 " 270.4 " 308.4 " 108.2 # 36.68 # 19
20 7.476& 1.459! 1.425! 3.016& 179.3 " 706.0 "1107 "1044 " 259.0 " 787.4 " 105.9 # 34.67 # 20
21 6.646& 1.448! 1.413! 3.531& 361.8 " 517.9 " 762.3 " 716.0 " 264.8 "1178 " 103.8 # 33.45 # 21
22 6.300& 1.434! 1.403! 4.435& 314.2 " 405.2 " 599.4 " 537.2 " 541.6 " 787.9 " 100.3 # 32.31 # 22
23 5.945& 1.423! 1.394! 6.313& 341.3 " 345.6 " 786.6 " 568.3 "1074 " 520.0 " 96.94 # 31.35 # 23
24 5.468& 1.417! 2.431! 10.07 & 256.0 " 909.7 "2128 " 865.8 " 865.9 " 395.5 " 97.70 # 30.38 # 24
25 4.908& 1.409! 6.155& 12.23 & 237.0 "6007 &2188 "1421 " 549.5 " 325.0 " 100.2 # 28.90 # 25
26 4.528& 1.663! 12.32 & 11.43 & 358.1 "7861 &1317 "1330 " 475.1 " 328.5 " 93.69 # 27.63 # 26
27 4.248& 1.806& 12.75 & 9.860& 323.5 "3292 & 898.3 " 833.7 "1419 " 340.1 " 86.28 # 26.83 # 27
28 4.029& 1.740! 12.05 & 8.960& 237.1 "1820 " 763.3 " 609.1 "2850 " 281.6 " 80.27 # 25.92 # 28
29 3.720& 1.630! 10.36 & 10.74 & 176.0 "1208 " 653.1 "1025 "2115 " 242.9 " 75.90 # 25.43 # 29
30 3.480& 8.952& 12.32 & 159.7 " 904.0 " 539.2 "1590 "1606 " 213.2 " 72.59 # 26.35 # 30
31 3.245& 7.943& 307.0 " 460.1 "1080 " 196.2 " 27.66 # 31
Mean 7.839& 2.060! 3.496! 6.061& 204.9 &1509 & 950.4 " 783.5 " 710.7 " 746.5 " 191.6 # 43.33 #
Median 7.967& 1.853! 1.522! 4.730& 179.3 & 906.9 & 786.6 " 716.0 " 530.4 " 509.1 " 141.7 # 44.60 #
Maximum 12.66 & 3.121! 12.75 ! 12.32 & 766.8 &7861 &2188 "1737 "2850 "2256 " 728.0 # 70.06 #
Minimum 3.245& 1.409! 1.394! 3.016& 11.52 & 345.6 & 410.7 " 252.6 " 259.0 " 196.2 " 72.59 # 25.43 #
Total 243.0 & 59.73! 108.4 ! 181.8 & 6352 &45271 &29462 "24287 "21320 "23141 " 5747 # 1343 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 430.4 ! ! ... Not reviewed / Quality not known
Ann. Median 170.8 ! " ... Relative Uncertainty +/-10%
Annual Total 157517 ! # ... Relative Uncertainty +/-15%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 7861 ! 1.394!
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 28.01 # 36.99 # 32.61 # 13.22 & 21.40 # 59.13 # 539.3 " 658.8 " 786.5 " 778.4 " 277.4 " 50.60 # 1
2 27.16 # 30.40 # 27.71 # 16.69 # 19.82 # 50.88 # 337.6 " 630.9 " 804.1 " 723.5 " 241.6 " 48.71 # 2
3 25.57 # 26.45 # 24.13 # 26.68 # 19.69 # 45.95 # 392.2 "1054 " 596.1 "1631 " 214.4 " 46.99 # 3
4 23.97 # 23.93 # 22.12 # 33.29 # 20.45 # 41.84 # 321.1 " 976.9 " 456.4 "1875 " 194.8 " 44.86 # 4
5 22.45 # 21.83 # 22.96 # 28.75 # 22.33 # 39.36 # 222.6 " 805.7 " 386.5 "2305 " 181.5 " 42.77 # 5
6 24.05 # 20.25 # 24.32 # 24.69 # 23.28 # 42.80 # 184.7 "1264 " 344.1 "1740 " 169.6 " 40.53 # 6
7 28.47 # 19.62 # 24.00 # 21.87 # 22.22 # 55.77 # 208.7 " 873.3 " 334.6 "2243 " 157.7 " 38.99 # 7
8 32.14 # 19.16 # 21.43 # 20.02 # 20.21 # 56.55 # 508.5 " 586.4 " 391.6 "1434 " 145.9 " 37.58 # 8
9 37.48 # 19.02 # 19.38 # 18.67 # 19.89 # 51.94 # 373.8 " 456.9 " 373.0 "1046 " 136.0 " 35.89 # 9
10 38.68 # 18.88 # 17.73 # 18.11 # 27.38 # 45.21 # 243.1 " 376.8 " 322.7 " 856.6 " 128.7 # 35.44 # 10
11 32.12 # 18.72 # 16.41 # 17.82 # 33.19 # 40.65 # 188.3 " 317.3 " 272.8 " 744.5 " 157.2 " 35.27 # 11
12 27.87 # 18.60 # 15.74 # 17.16 # 32.20 # 45.79 # 168.2 " 279.7 " 236.9 " 610.1 " 172.9 " 34.82 # 12
13 25.25 # 17.70 # 15.22 # 16.77 # 27.11 # 109.2 # 237.0 " 372.5 " 221.5 " 666.2 " 173.6 " 33.20 # 13
14 25.59 # 17.05 # 14.73 # 16.39 # 24.25 # 126.4 # 668.2 " 640.3 " 211.8 " 679.8 " 202.2 " 31.05 # 14
15 29.06 # 20.82 # 14.41 # 16.92 # 22.37 # 100.8 # 687.2 " 515.4 " 416.5 " 620.3 " 174.6 " 28.82 # 15
16 31.17 # 39.59 # 14.28 # 16.52 # 22.92 # 99.25 # 438.4 " 372.0 " 430.8 " 477.1 " 144.1 " 29.05 # 16
17 27.90 # 45.78 # 13.90 # 16.31 # 26.77 # 122.6 # 313.1 " 312.5 " 315.6 " 418.4 " 126.6 # 29.33 # 17
18 24.67 # 33.24 # 13.50 # 15.92 # 36.08 # 129.6 # 237.2 "1495 " 383.0 " 561.0 " 113.9 # 29.63 # 18
19 22.08 # 26.13 # 13.03 # 15.36 # 40.77 # 98.65 # 205.5 "1644 " 582.7 "1183 " 102.7 # 29.46 # 19
20 20.30 # 22.56 # 12.75 & 15.98 # 44.04 # 77.68 # 603.1 "1001 " 576.6 " 727.4 " 92.49 # 28.57 # 20
21 18.89 # 20.77 # 12.87 & 16.20 # 90.38 # 66.77 #1727 " 878.6 " 917.7 " 672.0 " 85.28 # 28.04 # 21
22 17.95 # 19.55 # 12.93 # 16.01 # 77.09 # 60.74 #1202 " 610.3 " 828.5 " 638.6 " 81.64 # 26.26 # 22
23 16.86 # 18.58 # 12.77 & 16.60 # 53.43 # 59.03 # 736.4 " 467.7 " 604.3 " 436.0 " 79.61 # 27.24 # 23
24 16.80 # 17.70 # 12.49 & 27.70 # 44.37 # 55.41 # 563.3 " 723.9 " 616.4 " 352.0 " 75.04 # 34.25 # 24
25 24.10 # 17.86 # 12.14 & 46.21 # 39.88 # 51.13 # 492.0 " 722.8 " 504.7 " 489.7 " 69.09 # 43.98 # 25
26 159.8 # 26.07 # 11.89 & 38.82 # 35.50 # 55.19 # 368.8 " 493.2 " 367.5 " 546.0 " 63.18 # 37.46 # 26
27 219.3 " 35.04 # 11.77 & 31.14 # 62.86 # 59.93 # 332.0 " 400.2 " 302.8 " 383.9 " 59.44 # 30.50 # 27
28 119.2 # 35.76 # 11.73 & 30.00 # 153.4 # 116.0 # 870.0 " 400.4 " 573.6 " 341.5 " 57.62 # 26.82 # 28
29 77.71 # 11.61 & 27.84 # 144.0 # 218.1 "1404 " 528.8 " 943.2 " 464.3 " 55.64 # 25.21 # 29
30 57.89 # 11.51 & 23.84 # 98.07 # 509.6 "1658 "1555 " 989.2 " 444.4 " 53.02 # 24.67 # 30
31 45.84 # 11.42 & 72.55 # 1025 "1249 " 332.2 " 24.45 # 31
Mean 42.85 # 24.57 # 16.56 & 22.05 & 45.09 # 89.73 # 563.1 " 731.0 " 503.1 " 852.3 " 132.9 # 34.21 #
Median 27.87 # 20.79 # 14.28 & 17.96 & 32.20 # 59.08 # 392.2 " 630.9 " 423.7 " 666.2 " 132.3 # 33.20 #
Maximum 219.3 # 45.78 # 32.61 & 46.21 & 153.4 # 509.6 #1727 "1644 " 989.2 "2305 " 277.4 # 50.60 #
Minimum 16.80 # 17.05 # 11.42 & 13.22 & 19.69 # 39.36 # 168.2 " 279.7 " 211.8 " 332.2 " 53.02 # 24.45 #
Total 1328 # 688.1 # 513.5 & 661.5 & 1398 # 2692 #17457 "22662 "15092 "26422 " 3988 # 1060 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 257.4 & " ... Relative Uncertainty +/-10%
Ann. Median 55.41 & # ... Relative Uncertainty +/-15%
Annual Total 93963 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2305 & 11.42 &
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 24.02 # 16.75 # 11.95 & 16.32 # 134.7 # 134.1 # 306.4 " 522.4 " 460.9 " 235.4 " 453.6 " 57.74 # 1
2 24.30 # 15.81 # 12.24 & 22.48 # 108.3 # 118.8 # 258.2 "1387 " 427.3 " 221.4 " 759.8 " 55.86 # 2
3 24.08 # 15.00 # 12.39 & 31.00 # 80.81 # 108.2 # 214.2 "2017 " 375.7 " 222.6 " 481.8 " 53.42 # 3
4 23.26 # 14.31 # 12.64 & 33.34 # 74.81 # 96.88 # 198.2 "2516 " 323.6 " 243.4 " 311.0 " 53.83 # 4
5 22.44 # 13.71 # 13.74 # 32.50 # 82.34 # 87.76 # 192.2 "2202 " 292.3 " 250.2 " 238.1 " 57.43 # 5
6 21.65 # 13.20 # 14.37 # 28.32 # 69.22 # 125.3 # 188.0 "1416 " 274.5 " 227.4 " 200.9 " 59.20 # 6
7 20.76 # 12.71 & 13.83 # 23.28 # 59.00 # 178.8 " 169.3 "1395 " 282.8 " 209.7 " 174.5 " 62.55 # 7
8 19.77 # 12.14 & 13.13 # 20.31 # 52.87 # 334.2 " 155.1 "1164 " 282.7 " 209.4 " 158.1 " 62.47 # 8
9 20.79 # 11.52 & 12.48 & 18.34 # 49.60 # 542.1 " 146.1 " 876.9 " 282.3 " 202.2 " 143.4 " 57.26 # 9
10 33.36 # 11.02 & 11.95 & 31.40 # 47.68 # 390.4 " 263.4 " 824.7 " 451.3 " 283.8 " 131.5 # 51.06 # 10
11 42.06 # 10.73 & 11.50 & 147.2 # 45.61 # 872.3 " 836.5 " 891.3 " 439.7 " 360.6 " 120.5 # 46.17 # 11
12 38.13 # 11.42 & 11.14 & 176.3 " 43.91 # 584.4 " 589.8 " 923.0 " 333.3 " 274.8 " 112.0 # 42.03 # 12
13 32.80 # 11.94 & 10.72 & 116.9 # 53.27 # 440.8 "1114 " 815.4 " 285.4 " 356.1 " 110.8 # 38.46 # 13
14 29.81 # 15.84 & 10.24 & 83.34 # 481.8 # 650.7 " 865.8 " 808.9 " 247.5 " 747.3 " 110.1 # 36.68 # 14
15 26.59 # 33.82 # 9.754& 66.20 # 395.5 "1408 "1018 " 696.2 " 219.5 " 492.6 " 107.3 # 35.91 # 15
16 23.57 # 44.51 # 9.469& 53.30 # 587.8 " 752.1 "2032 " 538.2 " 216.4 " 354.8 " 106.9 # 35.44 # 16
17 21.54 # 38.12 # 9.458& 43.05 # 311.4 " 454.8 "2695 " 467.9 " 219.4 " 495.4 " 140.3 # 34.75 # 17
18 20.08 # 36.75 # 9.401& 36.17 # 198.3 " 335.4 "1835 " 472.7 " 398.5 " 427.3 " 152.8 " 33.76 # 18
19 18.97 # 31.34 # 9.581& 32.62 # 154.1 " 272.6 "1243 " 923.7 " 516.4 " 313.5 " 138.4 " 32.95 # 19
20 18.31 # 25.99 # 10.47 & 35.58 # 129.1 # 229.5 "1246 " 977.2 " 416.6 " 276.6 " 145.7 " 32.11 # 20
21 18.22 # 23.74 # 10.63 & 39.20 # 112.5 # 201.6 "2044 "1171 " 322.5 " 253.1 " 156.0 " 31.21 # 21
22 18.36 # 21.91 # 10.71 & 37.49 # 101.1 # 182.8 "3069 " 756.4 " 280.6 " 226.2 " 132.0 # 30.70 # 22
23 18.22 # 19.94 # 11.68 & 56.72 # 91.41 # 179.0 "3201 " 568.8 " 411.4 " 200.1 " 110.3 # 30.28 # 23
24 17.37 # 18.30 # 12.00 & 89.91 # 82.92 # 180.9 "2963 " 482.1 " 708.4 " 178.0 " 96.80 # 29.39 # 24
25 16.44 # 16.47 # 17.16 & 87.83 # 76.65 # 169.0 "2699 " 424.1 "1056 " 167.6 " 86.86 # 28.20 # 25
26 16.30 # 14.84 # 48.15 # 73.81 # 73.26 # 171.0 "2092 " 380.8 " 699.3 " 243.6 " 78.45 # 27.11 # 26
27 16.17 # 13.42 # 43.98 # 82.81 # 77.71 # 164.6 "1257 " 360.9 " 457.3 " 255.4 " 72.90 # 26.17 # 27
28 15.59 # 12.36 & 28.78 # 83.44 # 122.7 # 159.2 " 909.5 " 493.4 " 351.5 " 195.3 " 68.22 # 25.51 # 28
29 16.43 # 23.03 # 73.31 # 248.1 " 171.9 " 855.4 " 703.1 " 294.6 " 211.9 " 64.13 # 25.10 # 29
30 17.67 # 19.75 # 79.76 # 223.8 " 284.1 " 819.5 " 816.3 " 259.5 " 312.6 " 60.69 # 25.18 # 30
31 17.34 # 17.69 # 167.1 " 631.1 " 610.6 " 300.5 " 24.64 # 31
Mean 22.40 # 19.20 & 15.29 & 58.41 # 146.4 # 332.7 #1165 " 922.7 " 386.2 " 288.7 " 174.1 # 40.08 #
Median 20.76 # 15.40 & 12.00 & 41.13 # 91.41 # 192.2 # 865.8 " 815.4 " 328.5 " 250.2 " 131.8 # 35.44 #
Maximum 42.06 # 44.51 & 48.15 & 176.3 # 587.8 #1408 #3201 "2516 "1056 " 747.3 " 759.8 # 62.55 #
Minimum 15.59 # 10.73 & 9.401& 16.32 # 43.91 # 87.76 # 146.1 " 360.9 " 216.4 " 167.6 " 60.69 # 24.64 #
Total 694.4 # 537.6 & 474.0 & 1752 # 4537 # 9981 #36107 "28603 "11587 " 8949 " 5224 # 1243 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 300.5 & " ... Relative Uncertainty +/-10%
Ann. Median 112.5 & # ... Relative Uncertainty +/-15%
Annual Total 109689 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3201 & 9.401&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 24.24 # 12.59 & 12.25 & 16.17 # 14.15 # 216.5 " 614.8 "2035 " 573.0 " 378.0 " 115.4 # 68.30 # 1
2 29.62 # 12.37 & 11.10 & 15.13 # 14.14 # 145.9 # 753.1 "3493 & 527.5 " 326.0 " 120.3 # 65.73 # 2
3 35.19 # 12.25 & 9.870& 13.61 # 14.28 # 108.1 # 986.2 "3887 & 474.4 " 274.0 " 130.7 # 63.81 # 3
4 32.76 # 12.22 & 9.961& 12.22 & 16.03 # 118.9 #1461 "3000 " 515.8 " 247.8 " 136.8 # 61.66 # 4
5 28.77 # 12.15 & 10.23 & 11.24 & 21.73 # 133.8 # 896.5 "2803 " 442.2 " 254.7 " 411.5 " 59.34 # 5
6 26.11 # 12.02 & 10.45 & 10.68 & 26.09 # 115.1 # 879.0 "1889 " 387.4 " 265.8 " 416.7 " 57.88 # 6
7 24.06 # 11.81 & 10.55 & 10.32 & 22.83 # 121.3 # 804.4 "1255 " 653.3 " 249.9 " 272.5 " 56.28 # 7
8 22.39 # 11.60 & 10.85 & 9.899& 19.70 # 114.2 # 598.1 " 990.5 "1035 " 240.7 " 205.0 " 53.78 # 8
9 21.53 # 11.72 & 10.69 & 11.69 & 18.90 # 90.39 # 496.9 " 797.7 "2271 " 219.1 " 170.1 " 50.93 # 9
10 21.08 # 11.65 & 10.12 & 17.79 # 17.90 # 75.90 # 530.0 " 672.4 "1326 " 201.1 " 161.0 " 48.13 # 10
11 20.60 # 11.43 & 9.555& 32.11 # 16.67 # 82.48 # 431.9 " 587.2 " 805.3 " 195.9 " 149.0 " 45.40 # 11
12 20.13 # 11.35 & 8.960& 34.78 # 15.63 # 101.1 # 370.1 " 531.9 " 679.7 " 184.2 " 133.7 # 44.14 # 12
13 19.56 # 11.28 & 8.448& 24.95 # 14.72 # 86.62 # 468.6 " 478.6 " 680.2 " 170.7 " 177.7 # 42.74 # 13
14 19.40 # 11.08 & 8.123& 19.38 # 14.48 # 90.73 # 497.5 " 436.0 "1804 " 158.8 " 580.1 " 40.78 # 14
15 18.57 # 10.85 & 7.793& 16.86 # 18.94 # 238.8 # 599.0 " 397.1 "1957 " 163.6 " 573.9 " 38.23 # 15
16 18.43 # 10.77 & 7.440& 15.17 # 23.42 # 981.8 "1724 " 366.7 "2125 " 170.0 " 318.7 " 36.11 # 16
17 18.83 # 10.84 & 7.803& 14.08 # 22.70 #1936 "2812 " 366.7 "1365 " 152.9 " 233.8 " 34.15 # 17
18 19.63 # 10.80 & 9.260& 13.22 & 20.65 #2229 "3598 &1437 "1226 " 144.6 " 203.7 " 31.67 # 18
19 20.09 # 10.68 & 10.00 & 12.44 & 19.58 #1083 "3364 "1493 "1368 " 245.2 " 180.4 " 30.80 # 19
20 19.44 # 10.56 & 9.616& 12.28 & 19.65 # 665.7 "2411 "1429 "1038 " 443.7 " 154.4 " 30.34 # 20
21 17.91 # 10.44 & 8.857& 13.36 & 30.12 # 774.7 "3379 & 963.7 " 781.8 " 454.0 " 131.6 # 28.73 # 21
22 16.74 # 10.17 & 8.095& 13.91 # 63.69 # 655.2 "3697 & 837.8 " 633.6 " 290.8 " 114.9 # 27.08 # 22
23 15.89 # 9.866& 7.421& 14.43 # 71.25 #1109 "2416 " 870.8 " 516.8 " 224.4 " 104.6 # 25.88 # 23
24 15.36 # 9.559& 8.924& 15.97 # 84.53 # 791.0 "1714 " 612.6 " 457.9 " 190.6 " 97.99 # 25.67 # 24
25 15.14 # 9.792& 11.89 & 16.22 # 60.59 # 611.2 "1795 " 509.8 " 444.9 " 169.3 " 95.12 # 28.24 # 25
26 14.79 # 10.58 & 12.28 & 15.69 # 42.62 # 619.7 "1393 " 943.8 " 400.3 " 153.7 " 98.20 # 32.14 # 26
27 14.57 # 11.97 & 12.14 & 14.61 # 34.73 #1217 "1497 "1363 " 354.1 " 143.3 " 95.44 # 32.45 # 27
28 14.38 # 12.72 & 12.55 & 13.79 # 54.43 #2158 "1172 "1292 " 316.7 " 132.4 # 84.86 # 30.83 # 28
29 14.15 # 14.59 # 13.44 # 117.9 #1398 "1058 "1196 " 292.4 " 129.0 # 77.43 # 28.45 # 29
30 13.83 # 15.30 # 13.82 # 117.3 # 823.0 "1917 " 811.8 " 291.7 " 130.8 # 71.49 # 26.91 # 30
31 13.32 # 16.15 # 184.8 " 1676 " 617.3 " 122.6 # 25.97 # 31
Mean 20.21 # 11.25 & 10.36 & 15.64 & 39.81 # 629.7 #1484 &1238 & 858.1 " 220.2 # 193.9 # 41.05 #
Median 19.44 # 11.32 & 10.00 & 13.99 & 21.73 # 425.0 #1172 & 943.8 & 643.5 " 195.9 # 142.9 # 36.11 #
Maximum 35.19 # 12.72 & 16.15 & 34.78 & 184.8 #2229 #3697 &3887 &2271 " 454.0 # 580.1 # 68.30 #
Minimum 13.32 # 9.559& 7.421& 9.899& 14.14 # 75.90 # 370.1 & 366.7 & 291.7 " 122.6 # 71.49 # 25.67 #
Total 626.5 # 315.1 & 321.3 & 469.2 & 1234 #18892 #46011 &38364 &25744 " 6827 # 5817 # 1273 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 399.7 & " ... Relative Uncertainty +/-10%
Ann. Median 84.53 & # ... Relative Uncertainty +/-15%
Annual Total 145894 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3887 & 7.421&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 25.57 # 12.55 & 9.114& 9.067& 11.50 & 80.80 #1424 " 336.1 "2116 " 347.1 " 116.3 # 112.4 # 1
2 24.89 # 12.20 & 9.074& 9.274& 12.36 & 71.42 #1303 " 344.9 "1499 " 313.7 " 107.5 # 124.2 # 2
3 24.17 # 11.98 & 8.882& 10.38 & 16.39 # 65.08 #1436 " 330.7 "1524 " 293.5 " 101.2 # 113.3 # 3
4 23.25 # 12.07 & 9.101& 12.02 & 30.08 # 64.91 #1022 " 610.4 "1751 " 280.3 " 94.29 # 97.89 # 4
5 22.27 # 12.34 & 9.262& 12.26 & 32.23 # 68.30 # 758.3 " 930.8 "1167 " 355.2 " 89.06 # 84.32 # 5
6 20.95 # 22.13 & 9.361& 11.74 & 45.76 # 67.20 # 703.8 " 543.6 " 947.5 " 848.3 " 85.41 # 73.32 # 6
7 20.09 # 24.34 # 9.517& 10.97 & 60.95 # 59.93 # 506.7 " 611.8 " 768.6 "1040 " 90.03 # 65.69 # 7
8 18.91 # 16.78 # 9.950& 10.93 & 50.04 # 53.08 # 440.8 " 512.4 " 673.1 " 647.9 " 130.4 # 62.37 # 8
9 18.08 # 15.41 # 10.12 & 10.75 & 36.66 # 47.90 # 447.8 " 505.3 "1349 " 481.7 " 141.0 " 110.2 # 9
10 18.76 # 15.15 # 9.651& 10.77 & 29.25 # 45.00 # 527.4 " 864.8 "1115 " 410.0 " 120.5 # 145.4 " 10
11 19.96 # 14.87 # 8.902& 10.78 & 25.30 # 59.46 # 632.9 "1138 " 904.6 " 356.8 " 104.0 # 130.4 # 11
12 20.08 # 14.29 # 8.499& 10.66 & 22.51 # 113.5 # 522.3 "1215 " 684.8 " 311.2 " 90.66 # 107.0 # 12
13 19.03 # 13.46 & 8.286& 10.03 & 21.07 # 103.0 # 552.5 " 797.2 " 764.3 " 276.9 " 83.41 # 89.05 # 13
14 18.54 # 12.54 & 8.137& 9.398& 24.76 # 82.49 #1004 " 796.8 " 961.4 " 249.8 " 104.2 # 83.35 # 14
15 17.77 # 12.40 & 7.942& 9.046& 33.81 # 92.13 # 621.8 "1019 " 685.8 " 228.7 " 127.1 # 75.41 # 15
16 17.08 # 12.02 & 7.909& 8.633& 26.36 # 158.5 # 444.6 "2232 " 590.0 " 235.0 " 119.4 # 66.51 # 16
17 16.72 # 11.60 & 8.499& 8.440& 22.41 # 179.3 " 949.6 "1779 " 684.0 " 241.0 " 103.9 # 58.15 # 17
18 17.08 # 11.47 & 9.685& 8.566& 20.39 # 215.6 " 729.8 "1372 " 690.9 " 224.8 " 145.3 # 51.54 # 18
19 17.22 # 11.49 & 10.27 & 9.048& 19.09 # 163.9 " 510.5 "1591 " 510.3 " 212.5 " 538.7 " 47.73 # 19
20 17.77 # 11.60 & 10.37 & 9.143& 18.20 # 125.4 # 503.5 "1066 " 436.9 " 193.0 " 877.2 " 45.36 # 20
21 19.35 # 11.60 & 10.40 & 9.599& 19.21 # 167.0 # 406.2 " 804.8 " 434.4 " 174.3 " 590.4 " 43.03 # 21
22 20.06 # 11.49 & 10.14 & 9.616& 25.34 # 241.0 " 328.9 " 639.4 " 733.7 " 162.6 " 372.1 " 41.40 # 22
23 19.31 # 11.47 & 9.810& 9.557& 70.58 # 157.3 " 289.7 " 524.9 "1412 " 154.7 " 327.3 " 41.12 # 23
24 18.32 # 11.26 & 9.433& 9.310& 195.8 # 132.2 # 263.3 " 456.5 "1192 " 152.3 " 254.1 " 41.14 # 24
25 17.34 # 10.85 & 10.26 & 9.198& 183.2 " 165.6 " 289.8 " 809.5 " 714.1 " 155.9 " 200.4 " 39.64 # 25
26 16.49 # 10.24 & 10.98 & 8.798& 111.2 # 256.2 " 415.9 "1495 " 565.2 " 170.5 " 168.3 " 37.93 # 26
27 15.92 # 9.527& 10.76 & 8.909& 84.16 # 325.8 " 447.6 "1710 " 625.4 " 163.4 " 145.5 " 36.76 # 27
28 15.12 # 9.084& 10.47 & 10.30 & 75.54 # 971.9 " 519.9 "2160 " 592.4 " 150.8 " 126.5 # 35.75 # 28
29 14.31 # 9.210& 10.08 & 11.18 & 93.36 #1368 " 542.2 "2615 " 460.6 " 137.9 " 110.6 # 50.94 # 29
30 13.42 # 9.653& 11.20 & 85.38 # 983.8 " 439.2 "1540 " 392.1 " 132.4 " 103.1 # 66.93 # 30
31 12.78 & 9.207& 81.32 # 347.1 "1852 " 126.0 # 50.43 # 31
Mean 18.73 & 12.95 & 9.475& 9.986& 51.10 & 222.8 # 623.6 "1071 " 898.2 " 297.7 # 192.3 # 71.89 #
Median 18.54 & 12.02 & 9.517& 9.607& 30.08 & 119.4 # 519.9 " 864.8 " 723.9 " 235.0 # 119.9 # 65.69 #
Maximum 25.57 & 24.34 & 10.98 & 12.26 & 195.8 &1368 #1436 "2615 "2116 "1040 # 877.2 # 145.4 #
Minimum 12.78 & 9.084& 7.909& 8.440& 11.50 & 45.00 # 263.3 " 330.7 " 392.1 " 126.0 # 83.41 # 35.75 #
Total 580.6 & 375.4 & 293.7 & 299.6 & 1584 & 6685 #19332 "33202 "26945 " 9229 # 5768 # 2229 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 291.0 & " ... Relative Uncertainty +/-10%
Ann. Median 85.40 & # ... Relative Uncertainty +/-15%
Annual Total 106522 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2615 & 7.909&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 43.77 # 19.09 # 12.22 & 14.24 # 21.76 # 69.83 # 176.7 "1490 " 614.5 " 600.2 " 171.6 " 41.72 # 1
2 44.12 # 18.72 # 11.77 & 14.04 # 25.38 # 62.65 # 780.9 " 925.0 " 516.2 "1546 " 151.1 " 40.74 # 2
3 42.33 # 17.76 # 11.24 & 24.64 # 30.31 # 57.89 # 536.9 " 658.1 " 423.9 "1112 " 133.4 # 38.35 # 3
4 38.33 # 17.20 # 10.82 & 35.55 # 31.53 # 50.52 # 396.4 " 548.8 " 900.6 " 640.3 " 121.2 # 36.54 # 4
5 34.74 # 16.45 # 10.72 & 28.34 # 29.83 # 44.56 # 385.2 " 568.4 "1258 " 471.8 " 111.7 # 34.90 # 5
6 32.22 # 15.84 # 10.62 & 23.17 # 27.72 # 40.67 # 275.2 "1207 " 858.4 " 400.9 " 106.8 # 33.24 # 6
7 29.79 # 14.98 # 10.30 & 21.20 # 25.71 # 36.96 # 207.7 "2157 "1086 " 520.4 " 103.4 # 31.88 # 7
8 28.27 # 14.26 # 10.27 & 19.81 # 23.88 # 35.14 # 173.6 "1678 "1161 " 590.7 " 98.93 # 30.18 # 8
9 27.18 # 13.97 # 10.25 & 18.72 # 22.24 # 36.49 # 170.0 "1512 " 789.1 " 523.6 " 92.34 # 28.88 # 9
10 26.25 # 13.91 # 9.898& 19.63 # 21.65 # 39.45 # 373.4 "1171 " 541.7 " 400.7 " 93.21 # 29.78 # 10
11 25.51 # 13.56 # 9.680& 20.03 # 21.37 # 39.51 #1074 " 826.5 " 434.2 " 329.3 " 96.00 # 33.19 # 11
12 24.68 # 13.26 # 9.437& 21.85 # 21.02 # 38.14 #1530 " 962.8 " 482.8 " 281.0 " 92.46 # 32.09 # 12
13 24.34 # 12.89 & 9.237& 21.68 # 20.55 # 35.77 # 841.9 "1353 "1116 " 248.6 " 87.51 # 31.87 # 13
14 24.09 # 12.57 & 9.222& 20.94 # 19.61 # 33.02 # 593.6 "1019 " 735.8 " 224.8 " 81.10 # 30.44 # 14
15 23.81 # 12.43 & 9.427& 19.37 # 18.83 # 32.24 # 667.0 "1786 " 519.7 " 206.3 " 75.31 # 29.07 # 15
16 24.14 # 12.31 & 9.801& 17.98 # 18.45 # 48.91 # 769.1 "1647 " 689.9 " 205.2 " 72.52 # 27.71 # 16
17 24.84 # 12.21 & 10.15 & 17.03 # 18.41 # 95.77 # 760.7 " 969.9 "1105 " 216.5 " 77.24 # 26.43 # 17
18 23.98 # 12.34 & 11.51 & 16.65 # 30.21 # 409.8 " 464.5 " 698.8 "1453 " 223.2 " 77.49 # 25.45 # 18
19 23.20 # 12.44 & 13.48 & 16.85 # 90.45 # 309.8 " 344.3 " 567.2 "1164 " 210.1 " 74.35 # 25.86 # 19
20 22.33 # 12.14 & 18.86 # 17.14 # 97.70 # 201.2 " 284.2 " 503.1 " 861.3 " 192.4 " 69.10 # 26.47 # 20
21 21.34 # 11.62 & 22.61 # 16.90 # 83.55 # 184.8 " 250.4 " 447.3 " 626.5 " 179.2 " 64.67 # 25.98 # 21
22 20.90 # 11.06 & 21.45 # 16.55 # 59.75 # 149.2 " 351.2 " 386.2 " 483.4 " 172.1 " 60.38 # 25.07 # 22
23 21.43 # 10.69 & 18.17 # 17.41 # 53.75 # 120.4 # 510.3 " 347.3 " 407.4 " 170.6 " 56.11 # 24.15 # 23
24 21.89 # 10.95 & 16.56 # 18.30 # 54.36 # 101.3 # 504.9 " 317.5 " 375.7 " 165.9 " 52.08 # 23.68 # 24
25 21.25 # 11.08 & 17.21 # 18.06 # 69.35 # 88.59 # 437.5 " 654.0 " 324.8 " 159.6 " 48.99 # 23.02 # 25
26 20.22 # 11.81 & 18.05 # 18.01 # 57.30 # 82.82 # 483.8 "1126 " 282.2 " 150.3 " 48.68 # 21.80 # 26
27 19.34 # 12.85 & 17.61 # 17.50 # 45.70 # 89.71 #1189 " 681.1 " 275.5 " 160.0 " 47.92 # 20.53 # 27
28 18.79 # 12.63 & 16.81 # 16.86 # 55.98 # 106.2 #1179 " 472.1 " 313.0 " 186.5 " 46.39 # 19.48 # 28
29 18.27 # 15.76 # 16.55 # 152.6 # 173.3 #1335 " 468.2 " 297.4 " 172.7 " 44.41 # 18.58 # 29
30 17.96 # 15.03 # 17.72 # 138.4 # 208.1 "1680 " 679.5 " 576.5 " 151.5 " 42.70 # 18.26 # 30
31 18.29 # 14.64 # 91.96 # 1834 " 745.0 " 155.6 " 17.97 # 31
Mean 26.05 # 13.61 & 13.32 & 19.42 # 47.72 # 100.8 # 663.2 " 921.7 " 689.1 " 353.8 " 83.30 # 28.17 #
Median 24.09 # 12.74 & 11.51 & 18.04 # 30.21 # 66.24 # 504.9 " 745.0 " 595.5 " 216.5 " 77.37 # 27.71 #
Maximum 44.12 # 19.09 & 22.61 & 35.55 # 152.6 # 409.8 #1834 "2157 "1453 "1546 " 171.6 # 41.72 #
Minimum 17.96 # 10.69 & 9.222& 14.04 # 18.41 # 32.24 # 170.0 " 317.5 " 275.5 " 150.3 " 42.70 # 17.97 #
Total 807.6 # 381.0 & 412.8 & 582.7 # 1479 # 3023 #20560 "28574 "20672 "10969 " 2499 # 873.3 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 248.9 & " ... Relative Uncertainty +/-10%
Ann. Median 45.70 & # ... Relative Uncertainty +/-15%
Annual Total 90834 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2157 & 9.222&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 17.82 # 10.66 & 8.824& 11.72 & 13.65 # 412.9 #1355 # 321.5 # 660.6 # 171.7 # 67.02 " 34.73 $ 1
2 17.51 # 11.64 & 8.379& 11.65 & 12.85 &1745 #1321 # 297.4 #1112 # 176.2 # 64.03 " 30.94 $ 2
3 17.95 # 13.63 & 8.074& 11.13 & 12.41 &1550 #1172 # 278.3 #2072 # 392.2 # 60.99 " 29.26 $ 3
4 18.17 # 14.19 # 7.770& 10.68 & 11.85 & 855.9 # 832.8 # 625.4 #1137 # 361.4 # 58.33 " 30.45 $ 4
5 18.65 # 14.01 # 7.497& 11.15 & 10.57 & 680.2 # 633.4 # 996.8 # 722.4 # 261.3 # 56.73 " 29.01 $ 5
6 18.32 # 13.58 # 7.270& 11.34 & 10.98 & 414.8 #1033 # 812.4 # 535.3 # 268.9 # 54.07 " 27.09 $ 6
7 18.20 # 13.00 # 7.028& 11.13 & 11.20 & 314.1 # 796.0 # 650.4 # 465.3 # 219.4 # 50.39 " 25.57 $ 7
8 17.74 # 13.38 # 6.758& 10.92 & 10.81 & 390.5 # 989.6 # 456.7 # 382.0 # 175.9 # 46.69 " 24.11 $ 8
9 17.24 # 13.83 # 6.764& 10.98 & 10.20 & 824.3 #1766 # 366.2 # 311.8 # 150.0 # 45.31 " 22.49 $ 9
10 16.63 # 13.77 # 7.102& 10.85 & 9.738& 493.9 #2844 # 330.8 # 315.5 # 133.2 # 44.20 " 21.13 $ 10
11 15.92 # 12.88 & 7.450& 10.58 & 16.59 & 466.1 #2778 # 612.0 # 585.8 # 123.6 # 41.64 " 20.41 $ 11
12 15.43 # 12.24 & 7.396& 10.19 & 90.57 # 455.3 #1742 # 872.7 # 430.9 # 116.2 # 39.28 " 20.20 $ 12
13 15.20 # 11.87 & 7.125& 9.911& 92.63 # 420.4 #1391 # 590.7 # 331.7 # 110.9 # 37.78 " 20.15 $ 13
14 14.95 # 12.47 & 6.919& 9.847& 72.59 # 490.3 #1687 # 413.8 # 359.9 # 152.8 # 36.19 " 19.87 $ 14
15 14.44 # 12.25 & 6.799& 10.33 & 53.23 " 345.8 #1435 # 337.5 # 304.5 # 227.1 # 34.30 $ 19.52 $ 15
16 14.12 # 11.92 & 6.835& 11.49 & 40.00 " 263.3 #1073 # 302.1 # 260.0 # 183.7 # 32.03 $ 19.25 $ 16
17 14.11 # 11.60 & 6.987& 12.30 & 36.02 $ 221.2 #1084 # 304.3 # 230.2 # 146.0 # 30.65 $ 18.70 $ 17
18 13.81 # 11.21 & 7.084& 13.42 # 30.08 $ 205.0 # 823.6 # 330.8 # 206.6 # 123.3 # 34.85 $ 17.96 $ 18
19 13.65 # 10.80 & 7.069& 12.93 & 25.47 $ 229.7 # 624.5 # 283.9 # 184.8 # 108.7 # 38.53 " 17.36 $ 19
20 13.29 # 10.70 & 7.314& 12.13 & 26.78 $ 471.6 # 520.6 # 243.7 # 169.0 # 99.30 # 36.03 $ 16.64 $ 20
21 12.82 & 10.86 & 7.662& 11.71 & 55.82 $ 754.3 # 454.8 # 267.6 # 159.3 # 91.98 # 33.09 $ 15.86 $ 21
22 12.37 & 11.06 & 7.980& 11.37 & 65.54 # 743.9 # 976.8 # 490.1 # 152.0 # 85.83 # 30.80 $ 15.13 $ 22
23 11.94 & 11.05 & 7.962& 11.48 & 85.36 # 564.3 #1038 # 375.7 # 145.1 # 80.09 # 29.43 $ 14.68 $ 23
24 11.90 & 10.74 & 8.355& 12.70 & 265.7 # 562.5 # 954.2 # 297.6 # 139.7 # 76.46 # 28.94 $ 14.25 $ 24
25 14.49 & 10.52 & 8.587& 13.38 # 248.4 # 608.7 # 674.8 # 256.4 # 133.2 # 94.98 # 33.77 $ 13.87 $ 25
26 16.19 # 10.25 & 8.199& 13.95 # 157.7 # 393.9 # 509.1 # 223.2 # 126.9 # 108.4 # 52.11 " 13.48 $ 26
27 14.49 # 10.09 & 7.806& 14.78 # 112.4 # 469.9 # 426.9 # 266.6 # 129.8 # 99.36 # 73.96 # 13.24 $ 27
28 13.63 # 9.462& 9.134& 14.77 # 89.30 # 490.9 # 395.7 # 320.0 # 132.6 # 85.70 # 62.07 # 13.28 $ 28
29 12.47 & 10.81 & 14.66 # 122.3 # 421.3 # 386.1 # 248.1 # 129.5 # 78.46 # 50.41 " 13.13 $ 29
30 11.71 & 10.83 & 14.47 # 799.6 # 363.9 # 344.7 # 210.1 # 150.1 # 73.99 # 40.84 " 12.87 $ 30
31 11.06 & 10.79 & 778.6 # 330.6 # 311.5 # 70.54 # 12.65 $ 31
Mean 15.04 & 11.92 & 7.889& 11.93 & 109.0 & 554.1 #1045 # 409.5 # 405.8 # 149.9 # 44.82 $ 19.91 $
Median 14.49 & 11.75 & 7.497& 11.49 & 40.00 & 468.0 # 976.8 # 321.5 # 282.3 # 123.3 # 41.24 $ 19.25 $
Maximum 18.65 & 14.19 & 10.83 & 14.78 & 799.6 &1745 #2844 # 996.8 #2072 # 392.2 # 73.96 $ 34.73 $
Minimum 11.06 & 9.462& 6.758& 9.847& 9.738& 205.0 # 330.6 # 210.1 # 126.9 # 70.54 # 28.94 $ 12.65 $
Total 466.2 & 333.7 & 244.6 & 358.0 & 3379 &16623 #32394 #12694 #12175 # 4648 # 1344 $ 617.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 233.6 & " ... Relative Uncertainty +/-10%
Ann. Median 41.64 & # ... Relative Uncertainty +/-15%
Annual Total 85277 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2844 & 6.758&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 12.36 $ 6.512& 5.748& 5.288& 10.90 $ 63.73 " 331.3 #1169 # 588.6 # 177.4 # 137.2 # 90.65 # 1
2 12.06 $ 7.672& 5.815& 5.177& 10.19 $ 80.64 # 279.0 # 849.8 # 495.2 # 171.9 # 295.0 # 82.74 # 2
3 11.69 $ 8.022& 6.226& 5.097& 9.666$ 128.7 # 236.3 # 631.2 # 779.1 # 151.2 # 324.5 # 75.08 # 3
4 11.61 $ 7.853& 6.720& 5.089& 9.100$ 107.9 # 200.4 # 501.4 #1858 # 149.1 # 196.4 # 67.87 # 4
5 11.63 $ 7.464& 6.592& 5.022& 8.598& 86.24 # 177.9 # 418.3 #1365 # 174.3 # 147.5 # 61.38 " 5
6 11.92 $ 7.318& 6.375& 4.965& 8.265& 108.1 # 299.4 # 361.6 # 920.5 # 177.9 # 123.2 # 55.79 " 6
7 11.89 $ 6.915& 6.137& 4.847& 7.997& 516.2 # 561.8 # 322.8 #1047 # 173.4 # 111.1 # 51.78 " 7
8 11.72 $ 6.565& 6.049& 4.598& 7.807&1121 # 668.4 # 295.2 # 792.3 # 152.6 # 168.0 # 48.93 " 8
9 11.84 $ 6.153& 6.066& 4.506& 7.757&1261 #1771 # 499.9 # 654.5 # 137.9 # 393.1 # 46.76 " 9
10 11.56 $ 5.789& 6.068& 4.658& 9.361& 908.3 #2646 # 925.6 # 585.5 # 137.7 # 269.3 # 43.86 " 10
11 11.22 $ 5.356& 6.015& 6.011& 20.73 $ 525.5 #1674 # 699.4 # 454.6 # 173.5 # 189.4 # 40.67 " 11
12 10.96 $ 5.192& 5.851& 8.173& 71.30 # 351.5 #1594 # 531.7 # 394.8 # 231.0 # 154.2 # 37.57 " 12
13 10.86 $ 5.187& 5.741& 6.614& 145.7 # 298.5 #1720 #1293 # 392.9 # 203.4 # 135.2 # 35.59 $ 13
14 11.42 $ 5.193& 5.657& 8.048& 132.1 # 368.8 # 978.5 #1051 # 356.2 # 157.6 # 115.1 # 33.83 $ 14
15 11.65 $ 5.208& 5.548& 10.63 $ 70.88 # 311.9 # 792.2 # 614.1 # 355.7 # 130.9 # 100.5 # 32.36 $ 15
16 11.16 $ 5.203& 5.503& 10.31 $ 48.77 " 226.5 #1000 # 484.4 # 311.7 # 114.8 # 91.18 # 31.73 $ 16
17 10.26 $ 5.253& 5.531& 13.25 $ 44.04 " 187.0 # 816.9 #1126 # 272.9 # 114.0 # 85.88 # 31.59 $ 17
18 9.595$ 5.334& 5.396& 12.84 $ 70.32 # 163.6 # 610.2 #1164 # 281.5 # 255.8 # 79.90 # 31.31 $ 18
19 9.348$ 5.556& 5.305& 11.46 $ 66.99 # 146.0 # 536.6 # 740.8 # 294.3 # 323.2 # 74.72 # 29.93 $ 19
20 9.457$ 5.750& 5.247& 10.51 $ 48.80 " 137.8 #1566 #1193 # 297.9 # 224.0 # 69.37 # 29.32 $ 20
21 9.169$ 5.596& 4.994& 9.829$ 39.18 " 151.7 #1620 # 836.0 # 277.3 # 158.0 # 65.13 " 50.07 $ 21
22 8.681& 5.400& 4.852& 9.397$ 40.71 " 150.7 #1203 # 635.8 # 256.4 # 128.9 # 60.50 " 73.09 # 22
23 8.240& 5.183& 4.732& 9.560$ 89.32 # 246.8 # 846.3 # 774.9 # 238.9 # 112.5 # 57.12 " 84.67 # 23
24 7.868& 5.415& 4.813& 9.703$ 172.7 # 407.8 # 655.3 # 758.7 # 219.8 # 102.1 # 55.13 " 81.66 # 24
25 7.438& 5.956& 5.970& 9.366$ 138.2 # 406.1 #1323 # 872.9 # 198.5 # 94.20 # 67.91 # 85.68 # 25
26 6.994& 5.995& 6.405& 8.864& 106.0 # 664.9 #1440 # 996.9 # 181.0 # 89.35 # 90.00 # 94.40 # 26
27 6.727& 6.009& 6.288& 9.223& 83.39 # 565.3 #1226 # 885.8 # 173.1 # 84.95 # 110.7 # 81.13 # 27
28 6.494& 5.748& 6.017& 11.47 $ 72.40 # 402.4 # 974.2 # 584.2 # 163.5 # 79.50 # 131.8 # 65.94 # 28
29 6.361& 5.807& 11.19 $ 98.55 # 284.1 #1779 # 496.5 # 158.4 # 75.67 # 110.5 # 59.65 " 29
30 6.297& 5.593& 11.09 $ 99.84 # 287.4 #2345 # 635.2 # 158.6 # 79.21 # 95.89 # 56.88 " 30
31 6.227& 5.401& 76.00 # 1335 # 685.2 # 107.4 # 51.06 " 31
Mean 9.829& 6.028& 5.757& 8.226& 58.89 & 355.5 #1071 # 743.1 # 484.1 # 149.8 # 136.8 # 56.22 $
Median 10.86 & 5.749& 5.807& 9.044& 48.80 & 285.8 # 978.5 # 699.4 # 333.7 # 149.1 # 110.9 # 51.78 $
Maximum 12.36 & 8.022& 6.720& 13.25 & 172.7 &1261 #2646 #1293 #1858 # 323.2 # 393.1 # 94.40 $
Minimum 6.227& 5.183& 4.732& 4.506& 7.757& 63.73 # 177.9 # 295.2 # 158.4 # 75.67 # 55.13 # 29.32 $
Total 304.7 & 168.8 & 178.5 & 246.8 & 1826 &10666 #33209 #23035 #14523 # 4644 # 4105 # 1743 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 259.3 & " ... Relative Uncertainty +/-10%
Ann. Median 83.39 & # ... Relative Uncertainty +/-15%
Annual Total 94649 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2646 & 4.506&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 42.95 " 20.96 $ 7.106& 12.42 $ 12.17 $ 21.98 $ 897.8 #2894 #1003 # 902.9 # 210.5 # 98.93 # 1
2 36.46 $ 18.64 $ 6.953& 11.60 $ 11.98 $ 24.33 $ 449.6 #2305 # 752.0 # 707.5 # 192.1 # 117.5 # 2
3 31.67 $ 16.91 $ 6.916& 11.17 $ 11.74 $ 23.61 $ 670.4 #1535 # 661.3 # 580.0 # 176.5 # 114.7 # 3
4 28.05 $ 15.42 $ 7.160& 12.48 $ 12.17 $ 25.78 $ 729.7 #1458 # 796.3 # 514.0 # 163.8 # 100.5 # 4
5 26.16 $ 14.41 $ 7.470& 13.21 $ 14.19 $ 24.53 $ 418.7 #1584 # 579.8 # 454.9 # 152.1 # 91.01 # 5
6 24.95 $ 13.62 $ 8.021& 12.20 $ 15.27 $ 22.50 $ 291.3 #1567 # 701.6 # 396.5 # 142.0 # 82.78 # 6
7 23.64 $ 13.04 $ 8.054& 11.36 $ 14.98 $ 20.69 $ 281.1 #1371 # 839.8 # 345.8 # 137.9 # 74.85 # 7
8 22.34 $ 12.71 $ 7.424& 10.70 $ 14.32 $ 19.29 $1341 #1258 # 645.1 # 312.9 # 133.6 # 69.17 # 8
9 21.54 $ 12.38 $ 6.916& 10.22 $ 17.41 $ 18.57 $ 888.8 # 890.2 # 531.1 # 318.4 # 125.6 # 64.87 " 9
10 20.94 $ 11.91 $ 6.682& 9.947$ 33.59 $ 18.44 $ 487.0 # 931.7 # 683.2 # 466.7 # 118.0 # 61.03 " 10
11 20.12 $ 11.31 $ 6.332& 10.59 $ 34.63 $ 18.28 $ 338.6 #2142 #1721 # 766.7 # 111.5 # 59.15 " 11
12 19.41 $ 10.88 $ 6.132& 11.23 $ 26.08 $ 21.67 $ 271.8 #1641 #1167 # 502.8 # 106.1 # 182.4 # 12
13 19.65 $ 10.96 $ 5.965& 11.39 $ 20.39 $ 40.05 $ 263.2 #2002 # 824.4 # 355.9 # 104.2 # 539.1 # 13
14 19.08 $ 10.99 $ 6.015& 11.52 $ 17.50 $ 35.41 $ 233.2 #2062 # 922.0 # 297.0 # 102.3 # 381.5 # 14
15 18.47 $ 10.86 $ 6.663& 11.32 $ 15.85 $ 30.82 $ 206.5 #1643 #2402 # 282.3 # 135.9 # 230.0 # 15
16 17.97 $ 10.71 $ 7.716& 11.02 $ 15.45 $ 32.59 $ 424.3 #1188 #3438 & 285.4 # 283.9 # 162.7 # 16
17 17.31 $ 10.83 $ 9.013& 10.53 $ 16.70 $ 42.81 "2039 # 986.4 #1903 # 272.0 # 263.0 # 128.1 # 17
18 17.14 $ 10.94 $ 9.806$ 9.852$ 16.71 $ 124.0 #3209 # 739.5 #1592 # 264.0 # 174.9 # 106.4 # 18
19 17.18 $ 11.02 $ 9.827$ 9.159& 16.06 $ 198.4 #2925 # 590.5 #1677 # 247.2 # 140.3 # 91.30 # 19
20 17.03 $ 10.97 $ 9.232$ 9.417$ 15.31 $ 223.4 #1539 # 558.1 #1296 # 227.6 # 121.8 # 79.80 # 20
21 16.61 $ 10.50 $ 8.612& 9.659$ 15.21 $ 278.5 #1008 #1059 # 905.6 # 233.4 # 109.9 # 70.55 # 21
22 15.71 $ 10.12 $ 7.924& 10.19 $ 17.35 $ 384.1 #1362 # 920.9 #2309 #1031 # 100.2 # 64.04 " 22
23 14.91 $ 9.602$ 7.582& 11.13 $ 24.42 $ 251.1 #1716 #1299 #2746 #1284 # 92.86 # 60.05 " 23
24 14.23 $ 9.151$ 7.360& 11.43 $ 33.42 $ 211.1 #2096 #1530 #1482 #2322 # 87.43 # 57.00 " 24
25 13.93 $ 8.667& 7.382& 11.64 $ 28.58 $ 171.2 #2878 #1279 #1037 #1343 # 82.80 # 53.27 " 25
26 13.91 $ 8.162& 7.415& 12.58 $ 22.16 $ 139.7 #1693 # 809.1 # 858.2 # 699.6 # 82.05 # 50.89 " 26
27 13.67 $ 7.965& 7.944& 13.91 $ 19.06 $ 129.8 #1264 # 742.8 #1112 # 488.1 # 82.28 # 48.79 " 27
28 13.41 $ 7.715& 12.11 $ 13.93 $ 17.44 $ 502.7 #1902 #1997 #1308 # 381.5 # 80.17 # 46.39 " 28
29 14.79 $ 7.469& 14.01 $ 12.99 $ 16.36 $ 514.9 #1398 #3114 #1328 # 312.4 # 77.16 # 44.51 " 29
30 20.29 $ 14.83 $ 12.31 $ 15.60 $ 489.3 #2020 &1449 #1168 # 268.8 # 78.69 # 42.40 " 30
31 23.40 $ 13.63 $ 18.18 $ 4402 &1146 # 236.2 # 40.75 " 31
Mean 20.55 $ 11.68 & 8.329& 11.37 & 18.72 $ 135.3 $1279 &1442 #1280 & 551.6 # 132.3 # 110.1 #
Median 19.08 $ 10.96 & 7.470& 11.34 & 16.70 $ 37.73 $1008 &1371 #1074 & 381.5 # 119.9 # 74.85 #
Maximum 42.95 $ 20.96 & 14.83 & 13.93 & 34.63 $ 514.9 $4402 &3114 #3438 &2322 # 283.9 # 539.1 #
Minimum 13.41 $ 7.469& 5.965& 9.159& 11.74 $ 18.28 $ 206.5 & 558.1 # 531.1 & 227.6 # 77.16 # 40.75 #
Total 636.9 $ 338.8 & 258.2 & 341.1 & 580.3 $ 4059 $39645 &44692 #38390 &17100 # 3970 # 3414 #
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 419.2 & " ... Relative Uncertainty +/-10%
Ann. Median 69.86 & # ... Relative Uncertainty +/-15%
Annual Total 153426 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4402 & 5.965&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 38.93 " 18.03 $ 24.58 $ 16.48 $ 30.39 $ 121.3 # 141.5 # 242.4 # 438.2 # 261.0 # 81.01 # 68.14 # 1
2 36.93 " 17.96 $ 22.15 $ 15.84 $ 37.93 " 154.6 # 131.0 # 214.2 # 879.5 # 247.6 # 78.73 # 59.94 " 2
3 34.26 $ 17.77 $ 20.42 $ 14.81 $ 36.22 " 245.7 # 122.8 # 198.6 #1451 # 229.0 # 75.10 # 54.66 " 3
4 32.69 $ 17.94 $ 18.92 $ 14.34 $ 34.18 $ 439.4 # 116.4 # 967.2 #1267 # 218.7 # 71.15 # 52.49 " 4
5 31.34 $ 18.02 $ 17.87 $ 13.94 $ 29.20 $ 620.9 # 113.9 #2139 # 808.3 # 206.3 # 70.93 # 52.12 " 5
6 30.23 $ 17.78 $ 17.07 $ 13.57 $ 25.39 $ 486.9 # 126.5 #1656 #1392 # 185.9 # 69.80 # 51.39 " 6
7 29.15 $ 17.38 $ 16.52 $ 13.50 $ 22.82 $ 300.0 # 491.3 #1209 #1206 # 171.8 # 67.21 " 48.81 " 7
8 28.13 $ 17.16 $ 16.14 $ 14.08 $ 20.88 $ 213.3 # 709.7 # 866.4 # 801.7 # 169.0 # 64.25 " 46.22 " 8
9 27.32 $ 16.94 $ 15.77 $ 14.02 $ 19.56 $ 824.9 #1244 #1020 #1319 # 185.4 # 61.65 " 42.83 " 9
10 26.54 $ 16.94 $ 15.55 $ 14.73 $ 19.09 $ 686.8 # 776.6 #2023 #1222 # 411.4 # 58.83 " 39.55 " 10
11 25.88 $ 16.72 $ 15.33 $ 15.22 $ 18.73 $ 525.7 # 448.8 #1898 # 944.0 # 447.3 # 57.14 " 37.58 " 11
12 24.98 $ 16.51 $ 15.10 $ 15.56 $ 18.49 $ 453.4 # 340.5 #1155 #1429 # 293.9 # 57.24 " 36.94 " 12
13 24.96 $ 16.04 $ 15.08 $ 15.34 $ 18.40 $ 346.1 #1196 # 797.9 #2214 # 234.8 # 56.95 " 35.32 $ 13
14 25.00 $ 15.57 $ 15.04 $ 14.61 $ 18.46 $ 275.4 #2300 # 704.4 #1684 # 209.2 # 58.64 " 33.38 $ 14
15 24.52 $ 16.05 $ 14.87 $ 14.00 $ 18.55 $ 217.5 #1279 #1255 #1145 # 187.5 # 57.82 " 31.51 $ 15
16 23.60 $ 15.74 $ 16.21 $ 13.66 $ 18.77 $ 180.7 # 740.0 #1734 # 819.2 # 169.3 # 55.03 " 31.04 $ 16
17 22.43 $ 16.11 $ 16.38 $ 13.36 $ 20.18 $ 158.3 # 519.1 #1044 # 607.2 # 157.7 # 52.24 " 31.53 $ 17
18 21.76 $ 16.95 $ 16.54 $ 13.16 $ 59.45 $ 144.3 # 399.3 # 766.3 # 530.3 # 145.5 # 49.17 " 31.29 $ 18
19 21.97 $ 17.29 $ 16.59 $ 12.92 $ 90.64 # 566.8 # 324.4 # 572.7 # 544.5 # 133.1 # 46.74 " 30.33 $ 19
20 24.26 $ 20.55 $ 16.11 $ 16.33 $ 67.69 # 804.3 # 278.4 # 471.5 # 728.6 # 122.0 # 49.39 " 29.64 $ 20
21 25.63 $ 26.08 $ 15.57 $ 21.79 $ 55.07 " 616.6 # 244.0 # 428.0 # 607.6 # 113.1 # 224.0 # 29.01 $ 21
22 26.12 $ 25.98 $ 15.38 $ 21.61 $ 46.14 " 424.5 # 218.0 # 401.4 # 451.0 # 105.9 # 370.5 # 27.85 $ 22
23 24.42 $ 24.83 $ 15.92 $ 20.07 $ 49.65 " 572.2 # 200.5 # 369.1 # 363.8 # 100.9 # 188.6 # 26.37 $ 23
24 22.57 $ 25.91 $ 16.31 $ 18.98 $ 82.43 # 411.7 # 191.5 # 320.1 # 480.1 # 99.07 # 127.3 # 24.34 $ 24
25 21.62 $ 47.43 " 16.36 $ 17.80 $ 127.0 # 287.6 # 310.6 # 279.7 # 537.6 # 98.61 # 99.75 # 22.85 $ 25
26 21.53 $ 55.94 " 16.85 $ 17.18 $ 154.4 # 227.4 # 442.0 # 252.8 # 440.7 # 95.31 # 87.53 # 22.14 $ 26
27 21.23 $ 38.65 $ 17.07 $ 19.19 $ 130.0 # 193.2 # 509.0 # 277.6 # 414.8 # 92.38 # 80.03 # 21.62 $ 27
28 20.40 $ 29.07 $ 16.27 $ 22.53 $ 103.0 # 177.4 # 536.0 # 740.5 # 327.4 # 90.95 # 79.60 # 21.02 $ 28
29 19.54 $ 15.96 $ 24.45 $ 84.87 # 165.9 # 368.8 #1187 # 306.0 # 90.18 # 88.37 # 20.35 $ 29
30 18.85 $ 15.91 $ 23.75 $ 70.21 # 153.5 # 312.1 # 906.8 # 278.4 # 88.09 # 80.26 # 19.88 $ 30
31 18.30 $ 16.09 $ 78.00 # 286.2 # 559.5 # 84.36 # 19.88 $ 31
Mean 25.65 $ 22.05 $ 16.77 $ 16.56 $ 51.80 $ 366.5 # 497.4 # 859.9 # 854.6 # 175.7 # 88.83 # 35.48 $
Median 24.96 $ 17.77 $ 16.21 $ 15.28 $ 36.22 $ 293.8 # 340.5 # 766.3 # 765.1 # 169.0 # 70.36 # 31.51 $
Maximum 38.93 $ 55.94 $ 24.58 $ 24.45 $ 154.4 $ 824.9 #2300 #2139 #2214 # 447.3 # 370.5 # 68.14 $
Minimum 18.30 $ 15.57 $ 14.87 $ 12.92 $ 18.40 $ 121.3 # 113.9 # 198.6 # 278.4 # 84.36 # 46.74 # 19.88 $
Total 795.1 $ 617.3 $ 519.9 $ 496.8 $ 1606 $10996 #15418 #26657 #25638 # 5445 # 2665 # 1100 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 251.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 61.65 $ # ... Relative Uncertainty +/-15%
Annual Total 91955 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 2300 $ 12.92 $
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 19.85 $ 12.35 $ 7.939& 17.15 $ 22.91 $ 36.07 $ 149.1 # 790.4 # 583.1 # 957.5 # 89.61 # 57.85 # 1
2 19.23 $ 12.35 $ 7.775& 16.53 $ 21.50 $ 37.47 " 128.9 # 694.0 # 985.8 # 847.0 # 88.11 # 132.6 # 2
3 19.12 $ 12.21 $ 8.124& 15.86 $ 20.19 $ 47.87 " 116.9 # 536.2 #2193 # 643.5 # 89.17 # 113.8 # 3
4 18.52 $ 12.08 $ 8.072& 15.16 $ 19.34 $ 61.23 # 143.9 # 427.2 #2115 # 453.2 # 87.35 # 87.58 # 4
5 17.90 $ 11.67 $ 7.792& 15.11 $ 21.02 $ 143.2 # 343.5 # 382.0 #1466 # 394.5 # 83.89 # 68.84 # 5
6 17.28 $ 11.54 $ 7.210& 15.13 $ 20.77 $ 185.1 # 602.4 # 757.5 # 901.5 # 406.0 # 87.23 # 56.22 " 6
7 16.24 $ 11.46 $ 6.654& 16.30 $ 20.80 $ 128.8 #1032 # 594.3 # 632.6 # 341.9 # 92.48 # 46.80 " 7
8 15.52 $ 11.24 $ 7.155& 17.71 $ 21.16 $ 139.2 # 501.5 # 469.3 # 480.7 # 287.6 # 87.09 # 39.61 " 8
9 14.85 $ 11.02 $ 10.77 & 17.97 $ 35.98 $ 216.5 # 343.5 # 368.6 # 384.8 # 250.6 # 77.94 # 35.34 $ 9
10 14.58 $ 10.73 $ 20.39 $ 18.98 $ 71.84 # 247.0 # 257.0 # 325.9 # 341.4 # 222.7 # 71.08 # 33.10 $ 10
11 14.56 $ 10.57 $ 26.98 $ 20.90 $ 64.47 # 520.4 # 216.6 # 617.6 # 389.4 # 207.9 # 65.16 " 36.53 $ 11
12 14.52 $ 10.27 $ 28.46 $ 22.86 $ 49.27 " 395.1 # 200.1 # 487.2 # 345.6 # 220.9 # 60.90 " 38.53 " 12
13 14.63 $ 9.984$ 24.48 $ 21.57 $ 38.50 " 259.6 # 175.2 # 349.0 # 552.8 # 221.1 # 59.31 " 36.26 $ 13
14 14.96 $ 9.625$ 19.65 $ 19.50 $ 34.22 $ 240.0 # 156.0 # 277.4 # 500.8 # 264.9 # 69.76 # 31.84 $ 14
15 15.05 $ 9.468$ 16.81 $ 17.98 $ 31.50 $ 172.0 # 143.2 # 236.6 # 365.8 # 237.7 # 71.83 # 29.63 $ 15
16 17.74 $ 9.325$ 15.23 $ 17.40 $ 28.50 $ 138.9 # 132.8 # 237.4 # 313.6 # 206.0 # 65.29 " 27.70 $ 16
17 20.54 $ 9.025$ 14.30 $ 18.53 $ 26.86 $ 121.3 # 124.7 # 331.7 # 354.3 # 262.7 # 59.36 " 26.44 $ 17
18 19.69 $ 8.918$ 13.65 $ 21.12 $ 30.35 $ 119.0 # 126.7 # 353.3 # 489.1 # 315.0 # 59.71 " 25.30 $ 18
19 18.18 $ 8.692& 13.36 $ 26.47 $ 38.07 $ 125.7 # 157.5 # 854.0 # 412.4 # 267.1 # 62.44 " 24.49 $ 19
20 16.93 $ 8.585& 27.29 $ 28.76 $ 37.89 " 119.9 # 176.1 # 863.1 # 309.2 # 209.4 # 60.19 " 23.62 $ 20
21 16.15 $ 8.519& 109.7 # 26.73 $ 37.79 $ 118.9 # 161.9 # 680.5 # 643.5 # 174.3 # 57.11 " 23.19 $ 21
22 15.24 $ 8.312& 86.67 # 25.24 $ 64.58 # 105.9 # 272.4 # 525.3 #2028 # 155.9 # 53.64 " 22.96 $ 22
23 15.14 $ 8.048& 55.30 " 25.89 $ 62.83 # 95.32 # 354.9 # 400.7 #1499 # 143.7 # 52.70 " 23.61 $ 23
24 15.29 $ 7.948& 39.80 $ 29.11 $ 48.75 " 88.14 # 295.8 # 432.9 # 771.7 # 134.1 # 52.18 " 23.86 $ 24
25 14.83 $ 7.906& 30.89 $ 28.01 $ 40.13 " 85.78 # 227.8 # 469.5 # 983.4 # 128.3 # 49.83 " 24.67 $ 25
26 14.24 $ 8.308& 26.12 $ 25.39 $ 39.92 " 129.1 # 466.8 # 330.3 # 911.6 # 125.5 # 48.36 " 24.90 $ 26
27 13.63 $ 8.415& 23.28 $ 22.99 $ 49.51 " 277.1 # 531.7 # 293.2 #1185 # 118.3 # 46.25 " 24.30 $ 27
28 13.00 $ 8.208& 21.29 $ 22.07 $ 52.90 " 369.0 # 387.5 # 387.8 # 950.9 # 110.3 # 43.00 " 23.03 $ 28
29 12.58 $ 19.76 $ 22.92 $ 48.21 " 280.0 # 314.7 # 423.9 # 658.5 # 105.2 # 40.30 " 21.61 $ 29
30 12.32 $ 18.66 $ 23.87 $ 46.38 " 186.5 # 243.9 #1448 # 643.1 # 101.0 # 37.69 " 20.42 $ 30
31 12.33 $ 17.80 $ 40.77 " 226.9 # 912.4 # 95.01 # 20.36 $ 31
Mean 15.96 $ 9.884& 23.91 & 21.11 $ 38.29 $ 173.0 $ 281.0 # 524.4 # 813.1 # 277.7 # 65.63 # 39.52 $
Median 15.24 $ 9.546& 18.66 & 21.01 $ 37.89 $ 134.0 $ 226.9 # 432.9 # 637.8 # 221.1 # 61.67 # 27.70 $
Maximum 20.54 $ 12.35 & 109.7 & 29.11 $ 71.84 $ 520.4 $1032 #1448 #2193 # 957.5 # 92.48 # 132.6 $
Minimum 12.32 $ 7.906& 6.654& 15.11 $ 19.34 $ 36.07 $ 116.9 # 236.6 # 309.2 # 95.01 # 37.69 # 20.36 $
Total 494.7 $ 276.7 & 741.4 & 633.2 $ 1187 $ 5190 $ 8712 #16258 #24392 # 8609 # 1969 # 1225 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 190.9 & " ... Relative Uncertainty +/-10%
Ann. Median 56.22 & # ... Relative Uncertainty +/-15%
Annual Total 69688 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2193 & 6.654&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 20.71 $ 8.434& 4.672& 6.089& 7.093& [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 20.66 $ 8.855& 4.108& 5.860& 7.553& [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 19.95 $ 8.664& 3.762& 5.246& 7.766& [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 19.01 $ 10.40 $ 3.611& 4.941& 9.527& [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 19.04 $ 10.68 $ 4.050& 4.805& 14.03 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 18.65 $ 9.554$ 4.018& 4.232& 40.85 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 19.67 $ 9.235$ 4.431& 4.740& 43.86 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 19.18 $ 8.436& 4.992& 5.080& 25.11 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 18.22 $ 7.988& 8.269& 4.468& 19.04 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 17.14 $ 7.499& 8.909& 5.269& 20.14 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 16.74 $ 6.626& 7.911& 5.771& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 15.83 $ 6.869& 7.395& 5.679& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 15.31 $ 6.853& 7.299& 5.357& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 14.38 $ 8.418& 7.080& 5.110& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 13.86 $ 8.436& 7.577& 4.752& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 12.82 $ 8.204& 7.947& 4.469& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 12.44 $ 8.373& 8.151& 5.052& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 13.48 $ 8.500& 7.785& 6.476& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 12.53 $ 8.425& 7.081& 7.396& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 12.50 $ 8.307& 7.090& 8.096& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 11.45 $ 7.717& 7.720& 8.347& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 13.14 $ 6.652& 8.217& 8.410& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 14.77 $ 6.922& 8.103& 8.750& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 15.99 $ 6.978& 7.771& 9.126$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 16.08 $ 6.604& 7.657& 9.544$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 16.05 $ 5.945& 7.361& 9.665$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 14.39 $ 5.056& 7.177& 9.441$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 12.45 $ 4.630& 6.804& 9.250$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 10.99 $ 6.084& 7.948& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 10.41 $ 5.343& 7.656& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 9.502$ 6.053& [ ] [ ] [ ] [ ] [ ] 31
Mean 15.40 $ 7.831& 6.594& 6.568& 19.50 & [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 15.31 $ 8.255& 7.177& 5.816& 16.54 & [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 20.71 $ 10.68 & 8.909& 9.665& 43.86 & [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 9.502$ 4.630& 3.611& 4.232& 7.093& [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 477.4 $ 219.3 & 204.4 & 197.0 & 195.0 & [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 21 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 9.946& $ ... Relative Uncertainty +/-20%
Ann. Median 8.127& & ... Relative Uncertainty +/-30%
Annual Total 1293 & [ ... Not Available
Missing Days 235
Maximum Minimum
Daily 43.86 & 3.611&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 29 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 366
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 31 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 [ ] [ ... Not Available
Ann. Median [ ]
Annual Total [ ]
Missing Days 365
Maximum Minimum
Daily [ ] [ ]
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 [ ] [ ] [ ] [ ] [ ] 73.85 # 67.27 # 240.8 # 134.5 # 62.24 " 32.16 $ 12.32 $ 1
2 [ ] [ ] [ ] [ ] [ ] 60.29 # 80.88 # 188.4 # 130.1 # 59.35 " 28.44 $ 12.17 $ 2
3 [ ] [ ] [ ] [ ] [ ] 47.07 " 143.6 # 155.4 # 127.1 # 58.85 " 24.99 $ 13.21 $ 3
4 [ ] [ ] [ ] [ ] [ ] 42.82 " 122.7 # 137.2 # 127.5 # 61.73 " 24.02 $ 14.84 $ 4
5 [ ] [ ] [ ] [ ] [ ] 40.45 " 103.2 # 127.7 # 134.4 # 64.86 " 23.87 $ 20.20 $ 5
6 [ ] [ ] [ ] [ ] [ ] 35.08 $ 88.27 # 135.5 # 123.4 # 63.73 " 23.83 $ 22.12 $ 6
7 [ ] [ ] [ ] [ ] [ ] 35.09 $ 77.12 # 140.2 # 122.4 # 59.33 " 23.43 $ 23.40 $ 7
8 [ ] [ ] [ ] [ ] [ ] 49.77 " 71.40 # 141.9 # 483.1 # 55.10 " 21.20 $ 23.64 $ 8
9 [ ] [ ] [ ] [ ] [ ] 48.78 " 133.0 # 139.8 # 636.5 # 50.86 " 22.30 $ 21.80 $ 9
10 [ ] [ ] [ ] [ ] [ ] 38.35 " 204.3 # 122.4 # 435.1 # 51.24 " 27.29 $ 19.26 $ 10
11 [ ] [ ] [ ] [ ] [ ] 32.87 $ 224.8 # 110.3 # 271.1 # 65.54 # 35.19 $ 17.31 $ 11
12 [ ] [ ] [ ] [ ] [ ] 29.77 $ 578.6 # 108.9 # 361.8 # 74.01 # 40.66 " 16.21 $ 12
13 [ ] [ ] [ ] [ ] [ ] 27.90 $ 706.1 # 169.8 # 434.3 # 66.26 # 40.46 " 15.15 $ 13
14 [ ] [ ] [ ] [ ] [ ] 32.73 $ 418.6 # 243.0 # 283.3 # 59.79 " 34.82 $ 13.18 $ 14
15 [ ] [ ] [ ] [ ] [ ] 42.25 " 268.9 # 169.8 # 212.6 # 54.25 " 28.98 $ 12.35 $ 15
16 [ ] [ ] [ ] [ ] [ ] 41.35 " 228.3 # 134.7 # 177.4 # 48.88 " 25.66 $ 12.48 $ 16
17 [ ] [ ] [ ] [ ] [ ] 44.61 " 380.1 # 118.9 # 153.2 # 44.33 " 21.68 $ 12.12 $ 17
18 [ ] [ ] [ ] [ ] [ ] 50.27 " 308.8 # 137.1 # 134.5 # 40.99 " 20.73 $ 11.43 $ 18
19 [ ] [ ] [ ] [ ] [ ] 58.98 " 300.3 # 202.0 # 121.1 # 38.12 " 20.09 $ 10.26 $ 19
20 [ ] [ ] [ ] [ ] [ ] 52.38 " 329.8 # 203.0 # 111.7 # 38.22 " 18.73 $ 11.02 $ 20
21 [ ] [ ] [ ] [ ] 20.40 $ 43.49 " 243.0 # 192.4 # 103.6 # 47.39 " 16.65 $ 11.57 $ 21
22 [ ] [ ] [ ] [ ] 19.93 $ 38.94 " 185.1 # 323.3 # 96.29 # 55.87 " 17.43 $ 12.18 $ 22
23 [ ] [ ] [ ] [ ] 24.97 $ 81.28 # 159.1 # 357.5 # 89.99 # 52.97 " 20.48 $ 12.27 $ 23
24 [ ] [ ] [ ] [ ] 29.96 $ 161.8 # 138.0 # 302.2 # 84.84 # 46.28 " 21.11 $ 11.53 $ 24
25 [ ] [ ] [ ] [ ] 27.53 $ 133.2 # 126.6 # 246.8 # 81.66 # 41.01 " 19.78 $ 9.460& 25
26 [ ] [ ] [ ] [ ] 26.21 $ 97.29 # 146.7 # 194.4 # 78.73 # 37.06 " 18.52 $ 8.629& 26
27 [ ] [ ] [ ] [ ] 54.86 $ 86.65 # 172.0 # 164.6 # 75.89 # 34.61 $ 17.05 $ 9.435& 27
28 [ ] [ ] [ ] [ ] 73.30 # 92.17 # 181.5 # 144.6 # 72.61 # 36.19 $ 15.66 $ 9.364$ 28
29 [ ] [ ] [ ] 51.15 " 85.45 # 286.0 # 131.0 # 68.95 # 38.73 " 13.90 $ 8.633& 29
30 [ ] [ ] [ ] 38.00 $ 76.48 # 291.4 # 135.6 # 65.50 " 38.36 " 12.13 $ 8.257& 30
31 [ ] [ ] 45.49 $ 249.6 # 136.9 # 35.78 $ 7.108& 31
Mean [ ] [ ] [ ] [ ] 37.44 $ 59.38 $ 226.3 # 176.0 # 184.4 # 51.03 $ 23.71 $ 13.64 &
Median [ ] [ ] [ ] [ ] 29.96 $ 47.92 $ 185.1 # 144.6 # 127.3 # 51.24 $ 21.99 $ 12.27 &
Maximum [ ] [ ] [ ] [ ] 73.30 $ 161.8 $ 706.1 # 357.5 # 636.5 # 74.01 $ 40.66 $ 23.64 &
Minimum [ ] [ ] [ ] [ ] 19.93 $ 27.90 $ 67.27 # 108.9 # 65.50 # 34.61 $ 12.13 $ 7.108&
Total [ ] [ ] [ ] [ ] 411.8 $1781 $7015 #5456 #5533 #1582 $ 711.2 $ 422.9 &
Missing Days 31 28 31 30 20 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 101.8 & " ... Relative Uncertainty +/-10%
Ann. Median 59.33 & # ... Relative Uncertainty +/-15%
Annual Total 22914 & $ ... Relative Uncertainty +/-20%
Missing Days 140 & ... Relative Uncertainty +/-30%
[ ... Not Available
Maximum Minimum
Daily 706.1 & 7.108&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 5.965& 38.48 $ 2.208& 2.216& 34.26 $ 44.25 " 287.7 #2545 # 248.4 # 240.5 # 91.42 # 55.60 " 1
2 5.896& 28.60 $ 2.208& 2.216& 29.66 $ 133.7 # 757.9 #2148 # 280.7 # 207.9 # 83.60 # 50.98 " 2
3 6.452& 23.62 $ 2.209& 2.217& 27.40 $ 150.4 # 713.5 #2214 # 491.5 # 417.0 # 90.67 # 45.75 " 3
4 5.774& 21.00 $ 2.209& 2.217& 25.36 $ 113.2 # 515.3 #1767 # 520.2 # 431.6 # 638.3 # 41.74 " 4
5 6.035& 19.40 $ 2.209& 2.217& 24.85 $ 88.61 # 350.4 #1183 # 438.4 # 296.6 # 599.6 # 36.92 " 5
6 9.126& 17.67 $ 2.209& 2.217& 25.71 $ 71.34 # 283.9 # 755.8 # 358.1 # 226.3 # 332.4 # 35.47 $ 6
7 8.658& 14.78 $ 2.210& 2.218& 25.88 $ 59.78 " 220.3 # 557.1 # 311.2 # 190.0 # 230.6 # 36.00 $ 7
8 10.09 $ 14.42 $ 2.210& 2.325& 25.68 $ 51.05 " 181.0 # 446.2 # 254.8 # 188.4 # 445.1 # 38.88 " 8
9 9.393& 17.48 $ 2.210& 2.954& 25.41 $ 44.02 " 154.4 # 537.5 # 215.7 # 746.2 # 847.2 # 41.99 " 9
10 7.216& 18.34 $ 2.210& 3.831& 25.45 $ 39.26 " 136.5 # 502.3 # 191.6 # 603.3 # 515.9 # 38.85 " 10
11 6.286& 17.02 $ 2.211& 5.771& 25.04 $ 35.60 $ 124.2 # 371.7 # 176.5 # 358.4 # 306.6 # 35.33 $ 11
12 6.229& 13.69 $ 2.211& 10.67 & 23.36 $ 32.37 $ 122.0 # 310.1 # 165.4 # 259.2 # 222.8 # 31.71 $ 12
13 5.829& 12.26 $ 2.211& 19.58 $ 21.98 $ 29.38 $ 121.9 # 275.3 # 158.6 # 211.8 # 178.9 # 28.34 $ 13
14 4.847& 12.65 $ 2.211& 19.46 $ 21.12 $ 28.34 $ 112.3 # 615.4 # 163.2 # 199.5 # 160.2 # 30.41 $ 14
15 4.377& 12.21 $ 2.212& 16.71 $ 20.61 $ 30.77 $ 119.6 #1210 # 157.9 # 176.0 # 157.7 # 32.15 $ 15
16 4.361& 11.08 $ 2.212& 14.68 $ 20.46 $ 57.96 # 390.3 #1601 # 152.3 # 154.2 # 138.8 # 31.33 $ 16
17 3.905& 9.559$ 2.212& 13.29 $ 21.88 $ 75.24 # 301.8 #1360 # 183.2 # 138.4 # 132.2 # 27.11 $ 17
18 3.690& 9.042$ 2.212& 12.70 $ 38.99 $ 67.27 # 192.7 # 812.7 # 236.5 # 141.9 # 215.1 # 26.20 $ 18
19 4.352& 8.719& 2.213& 12.39 $ 42.03 " 62.53 " 150.6 # 560.2 # 405.5 # 201.9 # 203.8 # 25.40 $ 19
20 4.493& 7.137& 2.213& 12.01 $ 58.90 # 62.60 " 135.4 # 428.0 # 333.9 # 194.1 # 148.8 # 24.16 $ 20
21 3.902& 6.098& 2.213& 11.89 $ 119.5 # 67.68 # 157.2 # 391.7 # 308.0 # 150.8 # 120.5 # 21.83 $ 21
22 3.367& 5.718& 2.214& 11.82 $ 80.87 # 75.53 # 152.7 # 879.1 # 493.8 # 126.8 # 106.3 # 20.70 $ 22
23 2.949& 4.957& 2.214& 11.86 $ 56.72 " 63.88 # 147.5 #1068 # 372.5 # 116.7 # 95.63 # 21.69 $ 23
24 3.995& 3.861& 2.214& 15.08 $ 45.60 " 58.08 " 167.2 # 891.8 # 263.8 # 170.6 # 84.97 # 20.89 $ 24
25 7.005& 2.921& 2.214& 21.30 $ 38.27 " 132.0 # 155.1 # 883.2 # 208.2 # 286.1 # 75.04 # 19.68 $ 25
26 10.32 $ 2.342& 2.215& 27.43 $ 32.89 $ 189.3 # 585.0 # 560.8 # 217.8 # 207.5 # 68.93 # 18.55 $ 26
27 13.05 $ 2.221& 2.215& 29.90 $ 29.10 $ 122.9 # 460.8 # 446.2 # 400.7 # 163.0 # 64.74 " 16.66 $ 27
28 13.20 $ 2.218& 2.215& 37.01 $ 26.46 $ 106.9 # 322.3 # 422.2 # 809.6 # 144.7 # 61.95 " 17.00 $ 28
29 13.22 $ 2.215& 43.74 " 24.67 $ 198.5 #1127 # 371.4 # 522.0 # 130.9 # 60.71 " 16.63 $ 29
30 21.59 $ 2.216& 40.80 " 27.84 $ 197.9 #2115 # 312.7 # 323.1 # 114.9 # 58.97 " 15.79 $ 30
31 41.51 $ 2.216& 37.37 $ 2255 # 278.0 # 101.4 # 15.43 $ 31
Mean 8.293& 12.77 & 2.212& 13.76 & 34.94 $ 83.01 $ 419.9 # 861.4 # 312.1 # 235.4 # 217.9 # 29.65 $
Median 6.035& 12.23 & 2.212& 11.95 & 26.46 $ 65.58 $ 192.7 # 560.8 # 272.2 # 194.1 # 143.8 # 28.34 $
Maximum 41.51 & 38.48 & 2.216& 43.74 & 119.5 $ 198.5 $2255 #2545 # 809.6 # 746.2 # 847.2 # 55.60 $
Minimum 2.949& 2.218& 2.208& 2.216& 20.46 $ 28.34 $ 112.3 # 275.3 # 152.3 # 101.4 # 58.97 # 15.43 $
Total 257.1 & 357.5 & 68.57& 412.7 & 1083 $ 2490 $13018 #26705 # 9363 # 7297 # 6537 # 919.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 187.7 & " ... Relative Uncertainty +/-10%
Ann. Median 45.60 & # ... Relative Uncertainty +/-15%
Annual Total 68508 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2545 & 2.208&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 18.44 $ 6.017& 10.56 $ 9.674$ 16.96 $ 127.7 # 142.2 # 293.2 # 389.4 # 309.5 # 72.48 # 171.6 # 1
2 19.42 $ 7.340& 9.805$ 10.50 $ 15.98 $ 135.1 # 122.8 # 387.0 # 368.1 # 244.8 # 72.54 # 123.7 # 2
3 17.57 $ 8.394& 10.53 $ 10.64 $ 14.58 $ 91.39 # 108.8 # 995.1 # 294.4 # 219.7 # 81.47 # 91.92 # 3
4 16.55 $ 9.134& 9.751$ 15.39 $ 13.50 $ 66.98 # 98.54 # 839.1 #1430 # 240.5 # 100.0 # 73.45 # 4
5 16.89 $ 10.72 $ 8.914$ 20.15 $ 16.58 $ 54.06 " 90.52 # 537.5 #1851 # 235.8 # 521.5 # 60.81 " 5
6 17.48 $ 11.15 $ 9.293$ 17.71 $ 22.01 $ 44.96 " 109.2 # 372.0 #1483 # 197.9 # 692.0 # 55.32 " 6
7 17.50 $ 10.59 $ 9.273$ 14.82 $ 25.15 $ 39.32 " 287.2 # 895.9 # 903.7 # 169.5 # 307.2 # 51.90 " 7
8 16.28 $ 9.422$ 8.501& 13.30 $ 45.90 $ 35.81 $ 414.9 # 844.8 # 562.3 # 151.0 # 209.9 # 53.76 " 8
9 16.70 $ 9.426$ 7.975& 12.51 $ 47.94 " 33.38 $ 435.2 # 559.7 # 421.7 # 143.6 # 156.6 # 52.00 " 9
10 16.51 $ 8.930& 7.854& 11.87 $ 53.79 " 34.14 $ 250.3 # 380.1 # 347.8 # 132.5 # 128.8 # 44.98 " 10
11 15.46 $ 7.688& 8.310& 10.74 $ 45.23 " 70.31 # 207.0 # 288.2 # 321.9 # 120.4 # 122.8 # 42.27 " 11
12 13.34 $ 6.671& 8.544& 9.481$ 31.40 $ 205.3 # 229.4 # 274.7 # 299.2 # 110.7 # 111.6 # 83.25 # 12
13 12.09 $ 6.273& 8.405& 10.11 $ 25.63 $ 453.0 # 196.8 # 888.9 # 251.9 # 103.9 # 97.82 # 238.1 # 13
14 11.57 $ 7.025& 9.228$ 10.33 $ 23.79 $ 441.0 # 190.6 # 879.8 # 219.4 # 170.8 # 88.93 # 181.9 # 14
15 11.83 $ 8.003& 9.659$ 10.61 $ 24.58 $ 323.0 # 215.8 #1440 # 198.3 # 260.3 # 81.88 # 127.7 # 15
16 11.06 $ 7.596& 8.962& 10.62 $ 25.13 $ 263.8 # 421.7 # 838.8 # 181.7 # 184.3 # 75.02 # 100.0 # 16
17 9.816$ 8.864& 8.473& 10.55 $ 26.50 $ 201.8 # 419.8 # 542.5 # 167.9 # 146.7 # 68.75 # 82.47 # 17
18 10.29 $ 8.972& 8.845$ 11.27 $ 32.78 $ 157.3 # 281.6 # 401.6 # 159.8 # 125.2 # 63.82 " 69.92 # 18
19 10.41 $ 8.141& 8.426& 12.84 $ 35.41 $ 162.6 # 215.7 # 320.3 # 168.1 # 113.0 # 60.06 " 61.00 " 19
20 9.423$ 8.895& 8.020& 14.57 $ 28.99 $ 251.9 # 184.3 # 292.4 # 184.9 # 107.8 # 56.31 " 54.85 " 20
21 8.668& 9.023$ 7.939& 14.37 $ 25.02 $ 324.3 # 162.1 # 368.8 # 203.1 # 100.3 # 53.21 " 48.09 " 21
22 9.539$ 9.066$ 8.014& 14.77 $ 23.19 $ 262.0 # 143.4 # 666.6 # 319.3 # 107.2 # 50.65 " 42.52 " 22
23 8.978& 9.032$ 8.588& 14.70 $ 21.93 $ 183.3 # 178.4 # 590.5 # 326.2 # 164.2 # 48.31 " 37.27 " 23
24 7.783& 8.948$ 9.567$ 14.05 $ 20.68 $ 150.7 # 472.2 # 628.4 # 227.0 # 176.4 # 46.87 " 34.94 $ 24
25 7.284& 8.937& 8.867& 13.29 $ 19.87 $ 128.0 # 367.3 # 432.0 # 201.9 # 138.7 # 45.00 " 31.82 $ 25
26 6.802& 9.621$ 8.059& 12.62 $ 19.40 $ 115.5 # 290.0 # 323.2 # 289.5 # 113.5 # 41.68 " 27.36 $ 26
27 6.129& 9.723$ 7.809& 12.37 $ 19.04 $ 122.6 # 273.3 # 295.7 # 968.7 # 98.49 # 37.41 " 25.76 $ 27
28 6.356& 10.98 $ 8.476& 12.66 $ 18.73 $ 156.6 # 243.2 # 270.5 #1328 # 88.68 # 41.07 " 24.52 $ 28
29 6.280& 11.65 $ 8.342& 15.02 $ 18.46 $ 168.3 # 204.3 # 267.9 # 658.3 # 81.58 # 78.78 # 21.59 $ 29
30 5.328& 8.417& 16.29 $ 18.83 $ 152.1 # 169.4 # 247.0 # 418.1 # 79.17 # 166.5 # 20.09 $ 30
31 5.254& 9.277$ 45.23 $ 158.5 # 223.0 # 77.37 # 19.38 $ 31
Mean 11.84 & 8.836& 8.796& 12.93 $ 26.52 $ 165.2 $ 235.0 # 535.0 # 504.8 # 152.0 # 126.0 # 69.49 $
Median 11.06 & 8.948& 8.544& 12.64 $ 23.79 $ 151.4 $ 207.0 # 401.6 # 320.6 # 138.7 # 76.90 # 53.76 $
Maximum 19.42 & 11.65 & 10.56 & 20.15 $ 53.79 $ 453.0 $ 472.2 #1440 #1851 # 309.5 # 692.0 # 238.1 $
Minimum 5.254& 6.017& 7.809& 9.481$ 13.50 $ 33.38 $ 90.52 # 223.0 # 159.8 # 77.37 # 37.41 # 19.38 $
Total 367.0 & 256.2 & 272.7 & 387.8 $ 822.2 $ 4956 $ 7284 #16585 #15145 # 4713 # 3779 # 2154 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 155.0 & " ... Relative Uncertainty +/-10%
Ann. Median 55.09 & # ... Relative Uncertainty +/-15%
Annual Total 56723 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1851 & 5.254&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 17.22 $ 6.099& 4.920& 9.020& 12.62 $ 256.2 # 121.3 # 738.9 # 611.5 #1404 # 118.9 # 100.3 # 1
2 15.59 $ 5.779& 4.843& 8.303& 29.45 $ 142.8 # 111.4 # 752.7 # 416.9 # 884.2 # 119.8 # 90.34 # 2
3 15.81 $ 5.970& 4.219& 8.371& 41.78 " 106.5 # 114.5 # 461.5 # 364.6 # 687.5 # 114.1 # 76.44 # 3
4 15.47 $ 6.654& 4.017& 7.806& 35.10 $ 89.88 # 148.4 # 363.1 # 759.3 # 576.0 # 107.3 # 63.72 # 4
5 14.58 $ 6.583& 4.439& 6.802& 25.07 $ 99.51 # 154.4 # 623.1 # 702.4 # 532.5 # 101.2 # 55.25 " 5
6 13.88 $ 6.136& 4.561& 6.079& 19.71 $ 123.0 # 135.2 #1771 # 505.8 # 542.8 # 101.6 # 48.02 " 6
7 14.71 $ 5.324& 4.267& 5.894& 16.97 $ 122.0 # 118.8 #2022 # 404.1 # 473.5 # 121.2 # 43.66 " 7
8 14.09 $ 5.347& 4.311& 5.146& 21.92 $ 107.3 # 103.5 #2595 # 364.5 # 415.7 # 113.2 # 41.80 " 8
9 12.33 $ 6.329& 4.727& 5.323& 50.09 $ 153.0 # 95.02 #2378 # 377.0 # 367.5 # 99.75 # 40.45 " 9
10 12.42 $ 5.547& 4.724& 4.649& 99.50 # 194.3 # 153.2 #1484 # 334.1 # 328.2 # 90.68 # 37.44 " 10
11 12.12 $ 5.311& 4.401& 4.957& 139.9 # 151.9 # 203.0 #1573 # 387.3 # 304.8 # 83.47 # 34.79 $ 11
12 11.14 $ 5.668& 4.843& 5.926& 116.1 # 113.6 # 142.8 #2144 #1531 # 316.4 # 79.41 # 34.14 $ 12
13 11.12 $ 5.211& 4.612& 8.892& 86.00 # 92.32 # 115.5 #2785 #1524 # 290.0 # 79.01 # 32.45 $ 13
14 12.29 $ 4.435& 4.751& 10.11 $ 66.07 # 81.10 # 106.7 #2930 #1181 # 251.6 # 78.15 # 30.60 $ 14
15 12.74 $ 4.695& 5.757& 10.07 $ 52.21 " 72.75 # 177.9 #1645 #7010 & 229.2 # 75.97 # 28.10 $ 15
16 13.06 $ 4.854& 6.993& 9.527$ 42.34 " 66.67 " 908.1 #2346 #4352 & 225.9 # 70.82 # 26.42 $ 16
17 11.90 $ 4.625& 8.338& 8.927$ 43.91 " 71.21 #1098 #2143 #3419 & 231.8 # 65.57 " 25.47 $ 17
18 11.80 $ 4.518& 7.376& 8.583& 66.24 # 105.6 #1116 #1466 #2963 & 215.8 # 62.52 " 24.78 $ 18
19 12.15 $ 5.303& 6.281& 8.108& 72.79 # 190.9 # 615.3 #1087 #2079 # 270.0 # 57.78 " 24.23 $ 19
20 11.14 $ 5.770& 6.443& 7.260& 58.55 " 256.5 # 427.1 # 834.1 #1877 # 856.7 # 57.01 " 24.81 $ 20
21 11.48 $ 5.946& 5.610& 9.403& 47.15 " 185.1 # 315.1 # 709.9 #1613 # 757.6 # 54.57 " 25.45 $ 21
22 11.18 $ 7.339& 6.332& 12.51 $ 38.47 " 135.3 # 256.6 # 585.7 #1738 # 410.2 # 53.38 " 24.42 $ 22
23 10.83 $ 7.596& 6.607& 13.89 $ 33.40 $ 113.5 # 218.3 # 497.3 #3353 # 294.7 # 59.91 " 22.04 $ 23
24 9.330& 7.710& 5.873& 13.79 $ 29.84 $ 193.6 # 428.1 # 430.5 #2760 # 236.2 # 63.75 " 21.76 $ 24
25 9.139& 7.866& 6.343& 12.18 $ 27.33 $ 241.4 # 559.4 # 386.1 #2560 # 200.6 # 63.91 " 22.57 $ 25
26 9.201$ 7.355& 15.17 $ 11.13 $ 25.52 $ 259.1 # 484.6 # 569.4 #2287 # 178.1 # 61.45 " 21.03 $ 26
27 8.095& 6.455& 21.92 $ 11.29 $ 24.31 $ 213.3 #1309 # 907.7 #1346 # 164.2 # 55.16 " 20.61 $ 27
28 8.254& 5.096& 16.15 $ 12.16 $ 27.78 $ 179.7 #1158 # 673.3 #1002 # 153.2 # 48.19 " 20.70 $ 28
29 8.819& 13.12 $ 11.92 $ 37.95 $ 157.0 #1114 # 535.5 #1011 # 142.4 # 48.77 " 19.77 $ 29
30 7.867& 11.72 $ 11.43 $ 73.34 # 130.9 # 860.4 # 480.3 #1584 # 133.0 # 67.86 # 18.48 $ 30
31 6.587& 10.74 $ 347.5 # 549.2 # 652.8 # 124.5 # 19.04 $ 31
Mean 11.82 & 5.911& 7.239& 8.982& 58.35 $ 146.9 # 432.9 #1244 #1681 & 393.5 # 79.15 # 36.10 $
Median 11.90 & 5.775& 5.757& 8.909& 41.78 $ 133.1 # 218.3 # 834.1 #1435 & 294.7 # 73.40 # 26.42 $
Maximum 17.22 & 7.866& 21.92 & 13.89 & 347.5 $ 259.1 #1309 #2930 #7010 &1404 # 121.2 # 100.3 $
Minimum 6.587& 4.435& 4.017& 4.649& 12.62 $ 66.67 # 95.02 # 363.1 # 334.1 & 124.5 # 48.19 # 18.48 $
Total 366.4 & 165.5 & 224.4 & 269.5 & 1809 $ 4406 #13419 #38571 #50419 &12199 # 2374 # 1119 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 343.4 & " ... Relative Uncertainty +/-10%
Ann. Median 65.57 & # ... Relative Uncertainty +/-15%
Annual Total 125343 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 7010 & 4.017&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 17.60 $ 10.87 $ 6.142& 12.59 $ 14.06 $ 43.43 " 98.24 # 388.6 #1073 # 341.9 # 96.42 # 55.72 " 1
2 17.23 $ 10.01 $ 5.553& 12.17 $ 13.13 $ 44.74 " 160.0 # 322.0 # 705.0 # 262.7 # 86.11 # 50.52 " 2
3 17.56 $ 9.544$ 5.711& 11.52 $ 12.89 $ 49.65 " 572.1 # 292.8 # 551.8 # 214.8 # 81.14 # 45.71 " 3
4 17.42 $ 10.32 $ 5.357& 11.00 $ 13.17 $ 48.05 " 299.4 # 254.5 # 442.6 # 190.0 # 76.91 # 40.25 " 4
5 16.62 $ 10.29 $ 4.987& 10.75 $ 13.23 $ 42.32 " 235.5 # 227.0 # 357.3 # 203.5 # 71.69 # 37.01 " 5
6 17.26 $ 10.14 $ 4.828& 10.25 $ 13.23 $ 36.79 $ 488.7 # 206.3 # 324.7 # 327.8 # 67.29 " 34.67 $ 6
7 16.43 $ 10.97 $ 5.808& 9.882$ 13.46 $ 33.06 $1717 # 198.5 # 657.4 # 281.9 # 70.97 # 32.19 $ 7
8 15.21 $ 11.98 $ 6.100& 9.697$ 16.39 $ 30.21 $2454 # 216.2 #1304 # 208.4 # 80.49 # 30.32 $ 8
9 15.58 $ 11.55 $ 5.708& 9.541$ 27.69 $ 28.85 $1567 # 194.8 #2274 # 186.0 # 73.91 # 29.54 $ 9
10 15.00 $ 10.78 $ 6.746& 9.249$ 30.54 $ 37.25 $ 845.3 # 178.6 #1229 # 180.5 # 65.35 " 28.13 $ 10
11 13.95 $ 9.300$ 7.281& 8.789& 23.97 $ 69.70 # 680.4 # 165.4 # 728.7 # 161.2 # 60.18 " 26.75 $ 11
12 14.42 $ 10.07 $ 7.206& 8.300& 20.43 $ 83.92 # 601.1 # 150.9 # 530.6 # 150.8 # 59.59 " 25.81 $ 12
13 13.64 $ 10.28 $ 6.072& 7.393& 18.45 $ 72.74 # 435.9 # 136.3 # 420.1 # 139.4 # 70.88 # 24.77 $ 13
14 12.34 $ 10.03 $ 5.168& 6.409& 17.41 $ 61.71 " 522.0 # 126.2 # 343.3 # 126.4 # 84.15 # 22.52 $ 14
15 13.06 $ 8.349& 5.375& 7.502& 17.69 $ 53.52 "1108 # 129.6 # 300.4 # 116.3 # 78.60 # 21.79 $ 15
16 13.48 $ 8.249& 6.706& 7.984& 20.52 $ 46.73 " 738.1 # 131.1 # 263.7 # 108.9 # 68.32 # 22.35 $ 16
17 13.74 $ 8.832$ 7.312& 8.274& 21.87 $ 44.02 " 514.2 # 125.8 # 233.7 # 102.5 # 60.83 " 21.89 $ 17
18 13.45 $ 8.582& 7.315& 8.698& 25.42 $ 87.72 # 384.6 # 192.0 # 215.8 # 98.84 # 55.76 " 20.30 $ 18
19 12.85 $ 7.198& 7.668& 9.077$ 59.50 # 155.9 # 308.3 # 371.7 # 201.5 # 97.99 # 53.73 " 20.12 $ 19
20 11.61 $ 7.621& 8.477& 9.835$ 52.56 " 167.3 # 268.5 # 299.6 # 188.5 # 106.2 # 51.55 " 19.91 $ 20
21 11.92 $ 7.774& 8.101& 9.277$ 45.43 " 153.3 # 267.9 # 264.0 # 200.5 # 126.3 # 51.32 " 19.34 $ 21
22 10.90 $ 6.642& 7.619& 10.26 $ 41.33 " 439.1 # 493.3 # 662.5 # 829.2 # 116.0 # 54.34 " 18.76 $ 22
23 11.36 $ 6.504& 7.562& 10.81 $ 48.90 " 396.6 #1605 # 522.8 # 868.6 # 125.0 # 56.57 " 18.36 $ 23
24 10.80 $ 6.865& 6.067& 10.68 $ 84.69 # 204.5 #1391 # 305.6 # 489.7 # 153.5 # 52.67 " 17.46 $ 24
25 11.35 $ 6.490& 6.646& 11.31 $ 102.4 # 152.9 # 928.1 # 244.9 # 369.9 # 127.1 # 47.91 " 16.23 $ 25
26 11.46 $ 6.047& 7.717& 10.21 $ 111.5 # 129.3 # 852.4 # 541.5 # 309.6 # 110.3 # 43.87 " 16.66 $ 26
27 11.18 $ 6.532& 8.180& 10.55 $ 90.00 # 159.1 #1685 # 576.4 # 351.2 # 102.3 # 45.45 " 16.14 $ 27
28 10.91 $ 6.471& 9.289$ 13.88 $ 77.42 # 172.7 #1101 # 357.7 # 737.3 # 95.74 # 56.01 " 15.03 $ 28
29 10.68 $ 9.808$ 15.62 $ 67.06 # 128.5 # 788.4 #1318 # 599.8 # 89.84 # 62.30 " 14.54 $ 29
30 10.60 $ 10.06 $ 14.96 $ 55.48 " 108.7 # 578.5 #2995 # 464.3 # 84.41 # 61.45 " 15.03 $ 30
31 10.72 $ 11.86 $ 47.37 " 481.5 #1689 # 89.39 # 14.01 $ 31
Mean 13.56 $ 8.867& 7.046& 10.22 & 39.26 $ 109.4 $ 779.7 # 444.7 # 585.5 # 155.7 # 64.86 # 25.54 $
Median 13.45 $ 9.066& 6.746& 10.05 & 25.42 $ 71.22 $ 578.5 # 254.5 # 453.5 # 126.4 # 61.88 # 21.89 $
Maximum 17.60 $ 11.98 & 11.86 & 15.62 & 111.5 $ 439.1 $2454 #2995 #2274 # 341.9 # 96.42 # 55.72 $
Minimum 10.60 $ 6.047& 4.828& 6.409& 12.89 $ 28.85 $ 98.24 # 125.8 # 188.5 # 84.41 # 43.87 # 14.01 $
Total 420.3 $ 248.3 & 218.4 & 306.5 & 1217 $ 3282 $24170 #13785 #17565 # 4826 # 1946 # 791.9 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 188.4 & " ... Relative Uncertainty +/-10%
Ann. Median 47.91 & # ... Relative Uncertainty +/-15%
Annual Total 68777 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2995 & 4.828&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 13.53 $ 6.906& 13.42 $ 14.91 $ 29.36 $ 31.41 $ 100.1 # 909.3 #1155 # 113.7 # 115.8 # 24.08 $ 1
2 14.44 $ 5.975& 13.93 $ 14.97 $ 34.61 $ 38.15 $ 96.95 # 462.7 # 771.1 # 107.4 # 89.57 # 22.30 $ 2
3 13.79 $ 5.506& 13.64 $ 14.91 $ 32.20 $ 110.6 # 98.40 # 332.5 # 488.9 # 114.1 # 72.83 # 22.72 $ 3
4 12.99 $ 5.987& 12.44 $ 14.65 $ 52.79 # 222.2 # 103.1 # 273.0 # 391.1 # 122.9 # 62.72 " 22.41 $ 4
5 13.57 $ 5.915& 13.16 $ 14.32 $ 73.43 # 165.6 # 103.5 # 234.2 # 426.0 # 120.8 # 57.05 " 23.06 $ 5
6 12.68 $ 6.902& 13.25 $ 14.26 $ 55.61 " 137.0 # 100.4 # 204.6 # 397.6 # 134.1 # 53.05 " 50.92 $ 6
7 11.92 $ 7.776& 12.09 $ 15.58 $ 44.62 " 130.2 # 106.0 # 188.9 # 308.5 # 121.6 # 50.28 " 99.44 # 7
8 12.48 $ 8.125& 12.83 $ 14.52 $ 38.27 " 109.0 # 232.5 # 357.3 # 261.5 # 106.9 # 46.30 " 73.59 # 8
9 11.74 $ 10.01 $ 13.09 $ 15.70 $ 35.00 $ 92.66 # 232.7 #1201 # 232.4 # 98.02 # 50.62 " 55.01 " 9
10 10.86 $ 9.571$ 12.41 $ 27.86 $ 32.56 $ 79.38 # 302.0 # 864.9 # 235.3 # 92.59 # 55.78 " 44.41 " 10
11 11.69 $ 9.224& 12.89 $ 42.47 " 30.28 $ 70.94 # 316.0 #1204 # 418.3 # 87.71 # 54.75 " 35.98 $ 11
12 11.12 $ 9.690$ 13.23 $ 68.35 # 28.16 $ 84.31 # 196.7 # 626.1 # 719.6 # 81.85 # 47.52 " 31.08 $ 12
13 9.793$ 9.302$ 12.95 $ 80.68 # 26.60 $ 136.1 # 155.6 # 450.6 #1079 # 79.95 # 43.02 " 28.67 $ 13
14 10.21 $ 9.334$ 12.59 $ 67.74 # 25.33 $ 107.2 # 132.0 # 395.9 # 674.6 # 79.04 # 39.81 " 25.44 $ 14
15 9.063$ 10.22 $ 17.38 $ 63.82 " 25.33 $ 88.34 # 117.9 # 319.4 # 511.5 # 78.75 # 37.32 " 24.34 $ 15
16 10.00 $ 10.54 $ 20.04 $ 49.82 " 25.08 $ 78.61 # 108.9 # 265.0 # 391.3 # 78.58 # 33.73 $ 22.92 $ 16
17 9.880$ 10.89 $ 21.53 $ 36.39 $ 33.32 $ 70.30 # 101.6 # 249.6 # 310.1 # 75.65 # 32.15 $ 21.39 $ 17
18 8.177& 11.39 $ 22.84 $ 30.32 $ 64.70 # 67.42 # 98.06 # 715.8 # 262.4 # 73.48 # 33.46 $ 21.28 $ 18
19 8.909& 11.10 $ 22.57 $ 27.24 $ 87.73 # 78.44 # 113.5 # 636.4 # 247.9 # 91.88 # 33.71 $ 21.11 $ 19
20 8.868& 11.80 $ 20.34 $ 25.27 $ 72.84 # 99.72 # 904.6 #1251 # 235.9 # 108.1 # 36.21 $ 21.14 $ 20
21 7.692& 11.08 $ 18.57 $ 23.56 $ 58.24 " 203.6 #1112 #1291 # 209.7 # 91.36 # 36.51 $ 19.42 $ 21
22 7.883& 10.89 $ 18.09 $ 22.24 $ 47.20 " 817.4 # 672.3 #1422 # 187.8 # 79.35 # 32.71 $ 18.51 $ 22
23 6.562& 12.45 $ 17.34 $ 21.34 $ 41.08 " 562.1 # 999.7 #1415 # 171.3 # 71.96 # 27.96 $ 18.36 $ 23
24 6.439& 11.76 $ 16.70 $ 20.44 $ 39.14 " 279.9 # 748.9 # 779.0 # 157.0 # 73.48 # 27.27 $ 17.41 $ 24
25 7.086& 11.85 $ 16.23 $ 19.83 $ 37.87 " 200.9 # 424.6 # 535.0 # 144.6 # 79.58 # 26.23 $ 15.68 $ 25
26 6.022& 13.58 $ 15.85 $ 19.21 $ 40.83 " 165.9 # 376.1 # 423.1 # 136.1 # 76.15 # 25.99 $ 16.11 $ 26
27 5.828& 14.27 $ 15.57 $ 18.75 $ 45.85 " 144.7 # 310.8 # 353.3 # 135.6 # 69.23 # 25.62 $ 15.66 $ 27
28 6.580& 13.93 $ 15.22 $ 18.24 $ 44.51 " 126.0 # 252.7 # 299.8 # 132.4 # 65.70 " 25.09 $ 14.80 $ 28
29 5.974& 13.94 $ 18.25 $ 39.20 " 113.8 # 230.2 # 319.2 # 126.3 # 62.23 " 25.79 $ 15.05 $ 29
30 6.146& 14.34 $ 21.04 $ 35.50 $ 107.5 # 322.8 # 901.2 # 119.6 # 60.53 " 25.28 $ 14.62 $ 30
31 6.879& 14.70 $ 33.22 $ 741.5 # 652.9 # 93.97 # 15.33 $ 31
Mean 9.639& 9.856& 15.59 $ 28.56 $ 42.27 $ 157.3 $ 319.8 # 630.1 # 367.9 # 90.02 # 44.14 $ 28.14 $
Median 9.793& 10.11 & 14.34 $ 20.74 $ 38.27 $ 109.8 $ 230.2 # 462.7 # 261.9 # 81.85 # 36.91 $ 22.30 $
Maximum 14.44 & 14.27 & 22.84 $ 80.68 $ 87.73 $ 817.4 $1112 #1422 #1155 # 134.1 # 115.8 $ 99.44 $
Minimum 5.828& 5.506& 12.09 $ 14.26 $ 25.08 $ 31.41 $ 96.95 # 188.9 # 119.6 # 60.53 # 25.09 $ 14.62 $
Total 298.8 & 276.0 & 483.2 $ 856.7 $ 1310 $ 4720 $ 9912 #19533 #11038 # 2791 # 1324 $ 872.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 146.3 & " ... Relative Uncertainty +/-10%
Ann. Median 44.51 & # ... Relative Uncertainty +/-15%
Annual Total 53415 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1422 & 5.506&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 14.44 $ 31.12 $ 14.34 $ 10.87 $ 35.66 $ 119.9 # 317.0 #1010 #1345 # 712.8 # 174.4 # 50.59 " 1
2 14.65 $ 29.48 $ 14.20 $ 9.903$ 27.22 $ 101.0 # 247.4 # 639.0 #1056 #1040 # 158.8 # 50.17 " 2
3 13.53 $ 25.77 $ 13.47 $ 10.62 $ 23.81 $ 90.05 # 234.1 # 485.3 # 868.5 # 844.1 # 146.2 # 48.07 " 3
4 12.39 $ 22.84 $ 12.81 $ 10.72 $ 21.94 $ 109.5 # 340.3 # 737.5 # 697.0 # 735.0 # 138.2 # 48.98 " 4
5 13.07 $ 19.82 $ 14.05 $ 10.88 $ 21.94 $ 149.7 # 265.8 # 768.6 # 563.0 # 610.8 # 133.7 # 47.40 " 5
6 13.14 $ 17.79 $ 15.22 $ 10.76 $ 22.43 $ 119.2 # 209.4 # 521.7 # 488.1 # 511.1 # 127.3 # 45.77 " 6
7 12.22 $ 17.98 $ 14.45 $ 9.720$ 49.50 $ 334.9 # 183.1 # 838.0 # 646.9 # 547.8 # 129.4 # 44.59 " 7
8 11.07 $ 17.41 $ 13.60 $ 10.18 $ 76.27 # 439.6 # 293.1 #1624 #1549 # 649.1 # 127.0 # 42.33 " 8
9 11.63 $ 16.57 $ 12.70 $ 10.11 $ 57.69 " 253.8 # 618.8 #1999 #1027 # 877.0 # 120.2 # 40.52 " 9
10 10.47 $ 14.86 $ 11.28 $ 10.01 $ 38.53 $ 379.0 # 873.3 #1751 # 830.8 # 631.5 # 116.0 # 39.15 " 10
11 10.11 $ 15.10 $ 11.89 $ 9.843$ 29.51 $ 344.8 # 807.4 #1467 # 880.4 # 447.9 # 152.5 # 36.41 " 11
12 11.70 $ 14.73 $ 11.98 $ 8.989$ 25.69 $ 217.4 # 572.4 #1754 # 626.2 # 365.4 # 165.7 # 46.42 " 12
13 11.87 $ 13.26 $ 11.90 $ 9.479$ 23.49 $ 233.7 # 371.0 #1190 # 484.3 # 312.7 # 134.1 # 78.02 # 13
14 10.47 $ 12.96 $ 10.82 $ 12.16 $ 23.29 $ 529.8 # 288.8 # 832.8 # 410.0 # 281.6 # 114.9 # 75.10 # 14
15 10.74 $ 13.60 $ 11.03 $ 12.64 $ 26.27 $ 358.1 # 310.8 # 711.2 # 378.2 # 414.1 # 103.3 # 61.13 " 15
16 9.546$ 13.23 $ 11.03 $ 12.29 $ 29.43 $ 374.4 #1722 # 820.7 # 533.9 # 623.9 # 97.55 # 51.63 " 16
17 9.717$ 11.96 $ 10.64 $ 11.69 $ 28.27 $ 350.4 #4158 & 777.5 # 525.0 # 470.2 # 101.5 # 43.57 " 17
18 14.51 $ 12.32 $ 10.29 $ 11.13 $ 25.51 $ 247.4 #2999 #2061 # 425.6 # 375.5 # 98.38 # 39.28 " 18
19 101.5 $ 12.73 $ 8.785& 12.26 $ 24.01 $ 203.4 #2033 #1784 # 823.0 # 312.5 # 89.37 # 36.50 " 19
20 252.7 # 12.69 $ 9.001& 12.34 $ 22.79 $ 235.0 #1157 #1521 # 735.5 # 333.3 # 84.85 # 35.92 " 20
21 138.5 # 11.78 $ 9.688$ 12.15 $ 53.66 $ 388.3 #1877 #1807 # 483.9 # 329.4 # 80.44 # 33.80 $ 21
22 95.70 # 13.36 $ 8.383& 11.60 $ 164.2 # 423.7 #2989 #1576 # 429.0 # 268.1 # 76.51 # 31.47 $ 22
23 69.19 # 15.96 $ 7.457& 10.01 $ 154.6 # 487.4 #1761 #1294 # 850.6 # 228.7 # 72.45 # 31.61 $ 23
24 52.91 " 19.62 $ 8.441& 10.56 $ 166.5 # 364.9 #1329 # 846.0 # 938.2 # 207.0 # 66.87 # 29.87 $ 24
25 42.11 " 20.84 $ 9.926$ 13.90 $ 215.6 # 303.2 # 966.9 # 634.2 #1084 # 195.5 # 64.71 " 26.81 $ 25
26 34.28 $ 18.63 $ 10.48 $ 21.98 $ 218.8 # 380.7 # 785.3 # 536.2 #1048 # 196.3 # 61.60 " 25.51 $ 26
27 30.21 $ 16.36 $ 11.71 $ 30.68 $ 183.9 # 268.9 # 653.9 #1032 # 876.4 # 186.9 # 57.29 " 39.64 $ 27
28 27.08 $ 14.37 $ 12.38 $ 34.57 $ 215.6 # 236.0 # 558.3 #2274 #1371 # 171.5 # 55.20 " 54.54 " 28
29 24.55 $ 14.28 $ 12.39 $ 36.57 $ 378.0 # 383.7 # 492.3 #3093 # 939.7 # 182.1 # 53.54 " 50.39 " 29
30 23.29 $ 11.61 $ 40.42 " 224.8 # 475.9 # 492.9 #2170 # 655.0 # 232.4 # 50.55 " 43.19 " 30
31 25.75 $ 10.23 $ 153.5 # 832.4 #1321 # 200.1 # 40.18 " 31
Mean 36.55 $ 16.95 $ 11.49 & 14.63 $ 89.11 $ 296.8 # 991.6 &1286 # 785.6 # 435.3 # 105.1 # 44.15 $
Median 14.44 $ 15.10 $ 11.61 & 11.00 $ 35.66 $ 319.0 # 618.8 &1190 # 779.2 # 365.4 # 102.4 # 43.19 $
Maximum 252.7 $ 31.12 $ 15.22 & 40.42 $ 378.0 $ 529.8 #4158 &3093 #1549 #1040 # 174.4 # 78.02 $
Minimum 9.546$ 11.78 $ 7.457& 8.989$ 21.94 $ 90.05 # 183.1 & 485.3 # 378.2 # 171.5 # 50.55 # 25.51 $
Total 1133 $ 491.4 $ 356.2 & 439.0 $ 2762 $ 8904 #30739 &39877 #23568 #13495 # 3153 # 1369 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 345.0 & " ... Relative Uncertainty +/-10%
Ann. Median 96.62 & # ... Relative Uncertainty +/-15%
Annual Total 126285 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4158 & 7.457&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 37.70 " 17.26 $ 16.02 $ 20.10 $ 14.13 $ 28.91 $ 90.70 #1491 # 295.3 # 316.9 # 89.15 # 33.89 $ 1
2 33.83 $ 16.47 $ 14.86 $ 19.02 $ 15.24 $ 27.38 $ 172.7 #1019 # 497.6 # 258.7 # 85.50 # 32.49 $ 2
3 30.08 $ 17.05 $ 15.96 $ 18.00 $ 15.09 $ 30.53 $ 148.8 # 611.4 # 412.7 # 251.9 # 81.19 # 28.47 $ 3
4 27.15 $ 16.90 $ 15.71 $ 16.65 $ 15.11 $ 35.52 $ 156.6 # 667.9 # 342.7 # 247.9 # 75.83 # 29.23 $ 4
5 24.79 $ 17.91 $ 17.11 $ 15.18 $ 17.30 $ 31.15 $ 153.4 # 459.7 # 314.1 # 201.0 # 68.52 # 63.86 # 5
6 22.65 $ 17.39 $ 15.63 $ 16.85 $ 18.87 $ 28.36 $ 200.8 # 358.7 # 254.1 # 177.0 # 65.03 " 83.97 # 6
7 25.54 $ 17.39 $ 15.74 $ 18.65 $ 18.93 $ 30.21 $ 178.4 # 297.7 # 214.7 # 217.0 # 60.75 " 61.30 # 7
8 26.86 $ 15.70 $ 14.35 $ 18.83 $ 17.86 $ 33.86 $ 196.1 # 394.9 # 191.2 # 300.6 # 56.19 " 47.14 " 8
9 25.64 $ 16.50 $ 15.55 $ 18.30 $ 17.54 $ 30.57 $ 186.3 # 996.9 # 175.7 # 294.2 # 70.80 # 37.80 $ 9
10 24.91 $ 16.48 $ 16.17 $ 17.68 $ 16.42 $ 26.76 $ 142.5 #1268 # 165.2 # 224.7 # 80.58 # 32.07 $ 10
11 23.56 $ 19.29 $ 17.90 $ 16.80 $ 15.38 $ 25.24 $ 118.6 # 818.1 # 180.1 # 218.8 # 63.01 # 27.30 $ 11
12 23.37 $ 23.53 $ 17.85 $ 15.18 $ 16.22 $ 24.28 $ 120.4 # 895.2 # 217.8 # 185.8 # 55.27 " 25.50 $ 12
13 22.31 $ 25.91 $ 17.46 $ 16.68 $ 15.42 $ 24.05 $ 182.8 #1277 # 196.8 # 165.2 # 55.23 " 23.95 $ 13
14 22.10 $ 24.68 $ 17.87 $ 16.85 $ 16.91 $ 45.95 $ 183.9 #1236 # 162.9 # 149.3 # 56.53 " 22.51 $ 14
15 21.19 $ 23.73 $ 20.33 $ 16.78 $ 29.38 $ 64.70 " 146.1 #1527 # 145.5 # 134.3 # 52.17 " 20.95 $ 15
16 21.32 $ 22.34 $ 23.20 $ 16.61 $ 51.37 " 56.14 " 190.1 #1344 # 134.9 # 128.5 # 46.50 " 21.16 $ 16
17 20.21 $ 20.78 $ 21.28 $ 16.49 $ 44.39 " 45.39 " 150.1 # 970.8 # 128.0 # 168.7 # 50.86 " 23.74 $ 17
18 21.17 $ 18.94 $ 20.37 $ 16.52 $ 33.08 $ 39.45 " 114.5 # 930.6 # 122.8 # 264.2 # 50.77 " 52.33 $ 18
19 20.75 $ 16.13 $ 22.98 $ 16.62 $ 36.39 $ 35.82 $ 127.0 #1005 # 121.3 # 246.9 # 51.44 " 91.96 # 19
20 19.73 $ 15.62 $ 23.39 $ 16.38 $ 50.88 " 38.31 " 204.6 #1017 # 121.6 # 173.1 # 52.20 " 75.16 # 20
21 20.23 $ 18.83 $ 21.97 $ 15.49 $ 64.59 # 50.33 " 287.2 # 833.5 # 131.5 # 137.6 # 52.26 " 52.04 " 21
22 19.35 $ 20.41 $ 27.45 $ 16.41 $ 72.18 # 47.94 " 389.5 # 796.0 # 234.7 # 119.4 # 46.38 " 39.42 " 22
23 18.75 $ 21.50 $ 37.66 $ 16.72 $ 65.53 " 54.15 " 296.0 # 703.0 # 499.1 # 109.6 # 40.74 " 31.35 $ 23
24 19.17 $ 19.72 $ 36.11 " 16.89 $ 65.18 " 73.77 # 343.8 # 507.2 # 494.9 # 107.6 # 34.69 $ 26.66 $ 24
25 18.33 $ 18.93 $ 35.91 $ 16.93 $ 62.08 " 64.34 # 455.4 # 400.9 # 459.0 # 106.4 # 33.43 $ 24.36 $ 25
26 17.64 $ 16.83 $ 34.76 $ 16.32 $ 52.85 " 56.77 " 329.1 # 340.4 #1272 # 104.6 # 32.28 $ 21.96 $ 26
27 18.33 $ 16.65 $ 40.19 " 16.24 $ 47.19 " 52.46 " 332.3 # 298.2 #1093 # 149.7 # 29.84 $ 20.28 $ 27
28 17.83 $ 15.66 $ 33.04 $ 16.11 $ 42.21 " 53.71 " 730.4 # 264.8 # 719.2 # 161.2 # 32.03 $ 19.91 $ 28
29 18.37 $ 26.74 $ 15.61 $ 38.24 " 53.08 "1254 # 236.6 # 622.0 # 132.0 # 32.87 $ 18.87 $ 29
30 17.82 $ 23.80 $ 15.02 $ 34.23 $ 50.31 "1148 # 217.1 # 421.7 # 110.1 # 31.12 $ 17.28 $ 30
31 16.56 $ 21.63 $ 31.12 $ 803.0 # 213.5 # 96.05 # 17.54 $ 31
Mean 22.49 $ 18.88 $ 22.55 $ 16.86 $ 33.91 $ 41.98 $ 307.5 # 754.7 # 344.7 # 182.5 # 54.44 $ 36.27 $
Median 21.19 $ 17.65 $ 20.37 $ 16.66 $ 31.12 $ 38.88 $ 186.3 # 796.0 # 226.2 # 168.7 # 52.23 $ 28.47 $
Maximum 37.70 $ 25.91 $ 40.19 $ 20.10 $ 72.18 $ 73.77 $1254 #1527 #1272 # 316.9 # 89.15 $ 91.96 $
Minimum 16.56 $ 15.62 $ 14.35 $ 15.02 $ 14.13 $ 24.05 $ 90.70 # 213.5 # 121.3 # 96.05 # 29.84 $ 17.28 $
Total 697.2 $ 528.5 $ 699.0 $ 505.9 $ 1051 $ 1259 $ 9534 #23397 #10342 # 5659 # 1633 $ 1124 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 154.6 $ " ... Relative Uncertainty +/-10%
Ann. Median 38.31 $ # ... Relative Uncertainty +/-15%
Annual Total 56430 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1527 $ 14.13 $
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 16.77 $ 9.244$ 8.087& 8.316& 13.01 $ 35.90 $ 87.94 # 670.4 # 550.8 # 124.5 # 72.14 # 35.98 " 1
2 15.94 $ 8.832& 7.952& 7.688& 13.16 $ 32.95 $ 101.6 #1629 # 508.9 # 130.2 # 68.24 # 34.37 $ 2
3 14.58 $ 7.827& 7.942& 6.242& 16.06 $ 26.77 $ 384.9 #2250 # 428.4 # 132.3 # 67.75 " 32.85 $ 3
4 13.81 $ 7.400& 7.582& 5.127& 17.14 $ 23.66 $ 714.9 #2823 # 408.7 # 126.5 # 66.92 " 29.22 $ 4
5 13.87 $ 7.562& 6.009& 5.585& 16.57 $ 23.20 $1058 #2312 # 768.9 # 155.6 # 70.37 # 30.21 $ 5
6 13.52 $ 6.514& 5.922& 4.782& 15.56 $ 34.04 $ 645.5 #1582 # 871.1 # 179.7 # 78.96 # 41.16 $ 6
7 13.22 $ 6.738& 6.109& 4.775& 14.98 $ 77.31 # 357.2 #1117 # 608.0 # 183.8 # 80.02 # 59.80 " 7
8 12.45 $ 7.313& 5.885& 5.357& 14.67 $ 81.91 # 249.7 # 832.6 # 747.1 # 159.2 # 70.52 # 55.36 " 8
9 13.00 $ 6.320& 5.323& 5.838& 14.27 $ 62.40 # 195.0 #1211 # 620.9 # 135.0 # 63.62 " 43.28 " 9
10 12.93 $ 6.013& 5.793& 6.392& 13.77 $ 88.86 # 163.7 #2727 # 463.6 # 117.4 # 59.20 " 34.63 $ 10
11 12.44 $ 6.596& 5.794& 6.397& 13.23 $ 140.3 # 140.3 #2164 # 453.7 # 110.2 # 56.70 " 30.72 $ 11
12 12.17 $ 6.513& 5.544& 10.09 & 12.66 $ 106.3 # 125.4 #1187 # 379.8 # 109.8 # 55.49 " 28.90 $ 12
13 12.91 $ 5.546& 5.050& 15.57 $ 12.29 $ 94.36 # 140.1 # 780.1 # 341.5 # 107.3 # 56.08 " 26.58 $ 13
14 12.28 $ 6.175& 5.214& 14.53 $ 12.18 $ 79.52 # 196.6 # 787.4 # 409.7 # 104.4 # 55.50 " 25.15 $ 14
15 10.95 $ 6.616& 7.289& 12.82 $ 12.07 $ 68.79 # 416.0 # 777.1 # 351.1 # 103.9 # 50.88 " 24.57 $ 15
16 12.97 $ 6.014& 7.865& 11.58 $ 11.84 $ 63.58 " 431.5 # 674.8 # 275.1 # 96.95 # 45.33 " 28.38 $ 16
17 24.47 $ 5.813& 8.110& 10.78 $ 11.53 $ 56.24 " 682.0 # 779.7 # 260.4 # 88.94 # 43.36 " 114.9 # 17
18 30.47 $ 6.352& 7.997& 10.55 $ 10.20 $ 71.25 # 443.8 # 648.7 # 259.9 # 118.9 # 41.70 " 126.5 # 18
19 25.85 $ 7.888& 7.727& 10.99 $ 9.154$ 184.3 # 385.2 # 469.8 # 241.9 # 549.0 # 42.21 " 83.64 # 19
20 20.96 $ 10.06 $ 7.429& 11.73 $ 10.19 $ 161.3 # 273.8 # 392.1 # 220.7 # 401.0 # 42.67 " 61.16 # 20
21 17.65 $ 10.37 $ 6.451& 11.99 $ 10.23 $ 141.4 # 657.8 # 373.2 # 198.9 # 251.6 # 42.06 " 47.50 " 21
22 14.92 $ 8.775& 5.494& 14.06 $ 10.12 $ 194.7 #1961 # 603.7 # 180.2 # 258.7 # 45.26 " 38.55 $ 22
23 13.00 $ 8.297& 6.271& 23.95 $ 10.27 $ 160.2 #2098 # 516.4 # 164.6 # 188.2 # 43.63 " 29.76 $ 23
24 12.51 $ 8.876& 6.719& 25.85 $ 10.09 $ 117.4 #1961 # 386.6 # 154.7 # 152.8 # 40.70 " 26.81 $ 24
25 12.12 $ 8.299& 7.619& 20.78 $ 17.10 $ 95.47 #1601 # 323.1 # 149.9 # 129.7 # 40.96 " 23.61 $ 25
26 11.23 $ 6.947& 9.026& 17.05 $ 54.52 $ 82.13 #1731 # 285.1 # 147.3 # 113.6 # 49.57 " 21.71 $ 26
27 10.45 $ 7.690& 10.53 $ 15.65 $ 77.04 # 81.61 #1261 # 257.8 # 143.5 # 101.6 # 53.61 " 20.14 $ 27
28 11.32 $ 8.228& 10.63 $ 14.72 $ 58.01 " 99.84 # 971.5 # 289.3 # 138.9 # 92.15 # 48.64 " 21.05 $ 28
29 11.08 $ 10.22 $ 13.67 $ 45.91 " 102.6 # 726.1 # 938.0 # 129.2 # 84.87 # 40.68 " 21.72 $ 29
30 9.433& 9.482$ 13.03 $ 35.27 $ 95.07 # 917.6 #1171 # 124.6 # 80.27 # 38.30 " 20.38 $ 30
31 9.267$ 8.754& 31.60 $ 779.5 # 781.0 # 76.39 # 18.41 $ 31
Mean 14.47 & 7.457& 7.285& 11.53 & 20.15 $ 89.45 $ 705.1 #1024 # 356.7 # 153.7 # 54.37 # 39.90 $
Median 12.97 & 7.356& 7.429& 11.28 & 13.23 $ 82.02 $ 443.8 # 780.1 # 308.3 # 124.5 # 52.25 # 30.21 $
Maximum 30.47 & 10.37 & 10.63 & 25.85 & 77.04 $ 194.7 $2098 #2823 # 871.1 # 549.0 # 80.02 # 126.5 $
Minimum 9.267& 5.546& 5.050& 4.775& 9.154$ 23.20 $ 87.94 # 257.8 # 124.6 # 76.39 # 38.30 # 18.41 $
Total 448.6 & 208.8 & 225.8 & 345.9 & 624.7 $ 2683 $21858 #31740 #10702 # 4764 # 1631 # 1237 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 209.5 & " ... Relative Uncertainty +/-10%
Ann. Median 42.21 & # ... Relative Uncertainty +/-15%
Annual Total 76469 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2823 & 4.775&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 18.94 $ 11.77 $ 6.658& 7.430& 12.66 $ 16.61 $ 346.0 # 157.9 #1250 # 163.3 # 268.6 # 25.14 $ 1
2 18.07 $ 10.63 $ 6.922& 8.151& 12.79 $ 19.15 $ 306.1 # 147.6 #1711 # 165.3 # 454.4 # 24.94 $ 2
3 17.08 $ 11.26 $ 8.136& 8.410& 12.66 $ 19.33 $ 233.2 # 146.4 #2288 # 144.6 # 395.3 # 23.59 $ 3
4 17.43 $ 11.12 $ 8.306& 8.591& 12.45 $ 17.02 $ 217.7 # 308.8 #2961 # 146.5 # 207.5 # 21.46 $ 4
5 16.69 $ 10.78 $ 7.528& 7.633& 12.29 $ 15.54 $ 856.5 # 386.3 #2192 # 177.3 # 145.7 # 21.41 $ 5
6 15.83 $ 9.655$ 6.927& 8.133& 14.47 $ 15.01 $1447 # 809.3 #1104 # 183.5 # 115.9 # 20.27 $ 6
7 15.64 $ 9.917$ 9.871& 8.858& 17.74 $ 26.96 $3315 & 457.8 # 733.2 # 150.6 # 98.05 # 19.91 $ 7
8 14.37 $ 9.625$ 13.39 $ 9.117$ 20.31 $ 55.38 #1802 # 340.0 # 567.8 # 132.5 # 86.17 # 21.48 $ 8
9 14.47 $ 8.274& 15.12 $ 8.084& 18.33 $ 101.5 # 993.5 # 293.8 # 464.2 # 119.9 # 75.01 # 23.00 $ 9
10 13.66 $ 8.987& 15.09 $ 8.241& 16.16 $ 206.8 # 861.7 # 257.8 # 387.3 # 112.7 # 66.74 # 22.04 $ 10
11 13.22 $ 8.998& 13.79 $ 8.534& 14.86 $ 520.8 # 659.9 # 215.9 # 329.5 # 107.8 # 61.77 " 19.85 $ 11
12 13.42 $ 8.034& 12.51 $ 8.606& 14.06 $ 443.8 # 530.9 # 188.5 # 289.2 # 105.4 # 55.58 " 17.66 $ 12
13 12.60 $ 9.165& 12.00 $ 7.184& 13.43 $ 334.9 # 428.0 # 173.4 # 273.3 # 100.8 # 50.96 " 16.55 $ 13
14 13.34 $ 8.463& 11.79 $ 8.068& 12.39 $ 293.3 # 346.7 # 363.9 # 258.3 # 99.31 # 48.20 " 15.95 $ 14
15 13.00 $ 8.499& 11.30 $ 9.091& 13.46 $ 212.5 # 291.2 #1274 # 240.3 # 100.2 # 45.01 " 14.30 $ 15
16 12.74 $ 8.057& 10.40 $ 9.484$ 18.17 $ 191.2 # 250.7 # 642.4 # 215.4 # 99.90 # 40.93 " 14.36 $ 16
17 13.00 $ 8.763& 9.637$ 10.07 $ 25.81 $ 162.7 # 223.1 #1080 # 196.2 # 98.15 # 38.29 " 13.37 $ 17
18 12.26 $ 9.120$ 10.25 $ 10.34 $ 28.73 $ 141.5 # 209.8 # 930.1 # 187.5 # 93.36 # 36.96 " 12.45 $ 18
19 12.60 $ 8.093& 10.21 $ 17.77 $ 26.26 $ 117.5 # 227.2 # 528.5 # 373.7 # 87.83 # 35.63 " 13.19 $ 19
20 11.72 $ 8.034& 8.864& 37.85 $ 24.11 $ 103.6 # 835.0 # 379.7 # 546.8 # 82.48 # 34.80 $ 13.10 $ 20
21 11.41 $ 8.076& 9.393& 41.37 $ 21.47 $ 93.54 # 691.2 # 302.3 # 481.1 # 76.90 # 35.93 $ 14.70 $ 21
22 11.00 $ 7.209& 10.85 $ 26.36 $ 19.97 $ 86.92 # 584.6 # 257.5 # 333.2 # 70.45 # 36.77 " 14.89 $ 22
23 12.47 $ 7.823& 12.05 $ 19.66 $ 20.03 $ 195.1 # 457.1 # 482.3 # 253.0 # 68.62 # 35.66 " 14.08 $ 23
24 14.21 $ 8.205& 12.89 $ 16.69 $ 20.31 $ 342.7 # 354.5 # 723.1 # 212.9 # 76.60 # 36.33 " 12.74 $ 24
25 15.90 $ 7.788& 12.28 $ 15.04 $ 20.19 $ 290.5 # 354.2 # 444.4 # 188.2 # 83.55 # 35.57 $ 13.41 $ 25
26 15.94 $ 6.902& 11.38 $ 13.64 $ 19.50 $ 183.9 # 357.8 # 315.5 # 177.3 # 79.85 # 31.87 $ 12.65 $ 26
27 13.90 $ 7.145& 10.29 $ 12.43 $ 18.48 $ 469.1 # 284.3 # 255.2 # 174.0 # 75.41 # 29.76 $ 11.68 $ 27
28 13.25 $ 7.497& 8.695& 12.56 $ 17.24 $1040 # 239.6 # 221.4 # 162.4 # 69.60 # 29.34 $ 12.29 $ 28
29 12.69 $ 9.453$ 12.31 $ 16.32 $ 537.2 # 208.3 # 209.3 # 149.9 # 66.75 " 27.62 $ 11.42 $ 29
30 11.66 $ 9.433$ 12.38 $ 15.61 $ 337.5 # 187.0 # 753.7 # 142.0 # 66.49 # 24.89 $ 12.00 $ 30
31 12.17 $ 8.853& 15.82 $ 171.3 #1426 # 101.3 # 12.11 $ 31
Mean 14.02 $ 8.853& 10.46 & 13.07 & 17.62 $ 219.7 $ 589.4 & 466.8 # 628.1 # 106.7 # 89.51 $ 16.64 $
Median 13.34 $ 8.481& 10.25 & 9.301& 17.24 $ 173.3 $ 354.2 & 340.0 # 309.4 # 99.90 # 42.97 $ 14.70 $
Maximum 18.94 $ 11.77 & 15.12 & 41.37 & 28.73 $1040 $3315 &1426 #2961 # 183.5 # 454.4 $ 25.14 $
Minimum 11.00 $ 6.902& 6.658& 7.184& 12.29 $ 15.01 $ 171.3 & 146.4 # 142.0 # 66.49 # 24.89 $ 11.42 $
Total 434.7 $ 247.9 & 324.3 & 392.1 & 546.1 $ 6591 $18272 &14472 #18843 # 3307 # 2685 $ 516.0 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 182.6 & " ... Relative Uncertainty +/-10%
Ann. Median 25.14 & # ... Relative Uncertainty +/-15%
Annual Total 66631 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3315 & 6.658&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 11.57 $ 9.799$ 5.035& 9.872$ 8.281& 75.58 # 227.8 # 373.9 # 302.4 # 163.1 # 54.26 " 60.50 " 1
2 10.69 $ 9.878$ 5.337& 10.22 $ 7.885& 64.60 # 183.4 # 313.7 # 692.6 # 175.5 # 76.10 # 62.07 " 2
3 13.77 $ 9.146& 4.980& 10.12 $ 7.462& 50.62 " 136.1 # 484.7 # 772.3 # 272.8 # 89.11 # 51.51 " 3
4 19.12 $ 7.536& 4.241& 9.354$ 7.331& 39.21 " 109.0 # 568.8 # 445.1 # 246.0 # 99.99 # 42.25 " 4
5 17.14 $ 7.051& 4.240& 8.796& 7.936& 31.58 $ 93.80 # 723.9 # 363.4 # 202.8 # 84.45 # 35.82 $ 5
6 15.47 $ 7.092& 3.900& 8.524& 13.10 $ 27.50 $ 125.0 # 580.8 # 488.5 # 166.6 # 68.72 # 30.80 $ 6
7 13.59 $ 6.220& 3.959& 8.067& 20.43 $ 25.87 $ 560.8 # 387.6 #2331 # 144.8 # 58.41 " 29.13 $ 7
8 11.79 $ 5.723& 4.129& 7.315& 26.18 $ 25.62 $ 825.0 # 292.5 #1846 # 198.3 # 51.05 " 26.13 $ 8
9 11.71 $ 5.615& 3.618& 5.979& 24.95 $ 24.94 $ 486.7 # 244.4 #1020 # 238.7 # 50.02 " 24.87 $ 9
10 10.19 $ 5.067& 3.463& 5.637& 20.28 $ 23.89 $ 286.9 # 281.1 # 770.9 # 183.5 # 98.30 # 23.75 $ 10
11 9.038$ 5.068& 3.195& 6.591& 16.38 $ 23.34 $ 202.4 #1045 # 933.9 # 148.9 # 189.5 # 22.37 $ 11
12 8.961& 4.742& 3.125& 7.123& 14.59 $ 32.15 $ 159.5 #1015 # 621.0 # 129.3 # 135.3 # 19.86 $ 12
13 9.569$ 6.436& 3.113& 6.976& 13.60 $ 86.20 # 156.1 # 978.0 # 448.8 # 117.1 # 108.1 # 19.19 $ 13
14 8.631& 6.825& 3.447& 6.418& 12.88 $ 85.00 # 248.1 # 787.4 # 359.6 # 109.5 # 103.3 # 21.00 $ 14
15 7.765& 8.361& 4.520& 6.148& 12.55 $ 67.22 # 491.0 # 512.5 # 303.2 # 107.1 # 98.48 # 23.14 $ 15
16 8.617& 8.673& 5.322& 7.543& 12.59 $ 55.35 " 300.8 # 464.0 # 262.1 # 107.2 # 102.2 # 22.49 $ 16
17 8.002& 8.570& 6.770& 7.993& 12.46 $ 48.84 " 295.9 # 751.3 # 247.1 # 101.2 # 92.29 # 18.89 $ 17
18 8.706& 7.870& 10.68 & 7.996& 12.63 $ 97.51 # 591.7 # 651.6 # 222.6 # 93.53 # 79.93 # 18.00 $ 18
19 8.176& 6.232& 14.32 $ 9.992& 12.60 $ 175.6 # 410.6 # 451.1 # 211.8 # 86.95 # 72.03 # 17.39 $ 19
20 8.263& 5.571& 14.47 $ 12.64 $ 12.55 $ 119.8 # 273.3 # 365.3 # 352.9 # 80.78 # 65.36 " 15.86 $ 20
21 8.328& 5.267& 12.20 $ 12.81 $ 12.53 $ 86.34 # 206.7 # 308.6 # 658.4 # 78.12 # 59.34 " 15.60 $ 21
22 7.564& 4.579& 10.82 $ 12.03 $ 12.29 $ 69.62 # 174.9 # 259.5 # 612.8 # 95.73 # 54.37 " 14.18 $ 22
23 8.307& 4.695& 9.673& 11.10 $ 11.98 $ 69.81 # 615.3 # 243.7 # 440.5 # 97.84 # 48.36 " 13.44 $ 23
24 9.600$ 4.337& 7.520& 10.52 $ 11.96 $ 89.72 #1279 # 273.7 # 300.1 # 84.56 # 40.56 " 13.32 $ 24
25 9.349$ 3.918& 6.093& 11.18 $ 14.32 $ 82.08 # 713.4 # 247.4 # 234.5 # 74.28 # 37.42 " 12.09 $ 25
26 9.815$ 4.328& 6.275& 11.46 $ 21.46 $ 65.81 # 575.0 # 208.3 # 198.8 # 66.84 # 35.17 $ 12.54 $ 26
27 9.075& 4.834& 6.779& 10.77 $ 30.03 $ 66.75 # 519.4 # 187.1 # 186.1 # 61.56 " 33.55 $ 12.38 $ 27
28 7.130& 4.979& 6.756& 10.15 $ 34.40 $ 86.39 # 738.6 # 180.8 # 185.3 # 58.86 " 32.23 $ 11.68 $ 28
29 6.409& 4.431& 8.446& 9.512$ 51.19 # 163.7 # 601.6 # 206.2 # 181.5 # 55.12 " 33.00 $ 11.71 $ 29
30 8.420& 8.860$ 8.924& 88.36 # 253.5 # 467.5 # 209.3 # 168.5 # 51.63 " 41.01 $ 11.28 $ 30
31 9.352$ 9.232$ 81.61 # 400.7 # 170.6 # 48.68 " 10.88 $ 31
Mean 10.13 & 6.305& 6.597& 9.058& 20.86 & 73.81 $ 401.8 # 444.1 # 538.7 # 124.1 # 73.06 $ 23.36 $
Median 9.075& 5.723& 5.337& 9.139& 12.88 & 66.99 $ 300.8 # 365.3 # 361.5 # 107.1 # 67.04 $ 19.19 $
Maximum 19.12 & 9.878& 14.47 & 12.81 & 88.36 & 253.5 $1279 #1045 #2331 # 272.8 # 189.5 $ 62.07 $
Minimum 6.409& 3.918& 3.113& 5.637& 7.331& 23.34 $ 93.80 # 170.6 # 168.5 # 48.68 # 32.23 $ 10.88 $
Total 314.1 & 182.8 & 204.5 & 271.8 & 646.8 & 2214 $12456 #13768 #16161 # 3847 # 2192 $ 724.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 144.8 & " ... Relative Uncertainty +/-10%
Ann. Median 32.62 & # ... Relative Uncertainty +/-15%
Annual Total 52983 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2331 & 3.113&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 10.36 $ 4.706& 5.388& 4.691& 34.97 $ 128.8 # 500.7 #3813 & 718.9 # 313.9 # 172.0 # 57.67 " 1
2 9.164$ 3.971& 6.007& 5.507& 25.99 $ 88.99 # 535.6 #3699 &1087 # 664.0 # 165.1 # 55.85 " 2
3 9.698$ 4.109& 5.737& 5.666& 27.06 $ 68.73 # 353.1 #2184 #1317 # 928.5 # 177.1 # 53.12 " 3
4 9.270& 3.777& 6.307& 6.110& 24.71 $ 58.20 " 268.4 #1375 # 834.3 # 829.9 # 172.2 # 47.51 " 4
5 7.866& 4.060& 7.664& 6.702& 21.07 $ 51.80 " 425.3 # 983.0 # 574.2 # 807.9 # 153.1 # 45.45 " 5
6 8.123& 3.784& 8.306& 6.322& 19.41 $ 47.66 "1012 # 760.1 # 452.6 # 850.2 # 144.4 # 43.57 " 6
7 7.124& 7.166& 8.529& 5.906& 19.39 $ 46.33 "1509 # 608.1 # 375.7 # 543.7 # 138.5 # 41.23 " 7
8 6.671& 30.97 $ 8.707& 9.477& 20.61 $ 43.16 "2107 # 523.9 # 326.8 # 439.5 # 132.6 # 37.71 " 8
9 6.114& 42.20 " 8.450& 11.94 $ 19.30 $ 39.13 "1785 # 733.9 # 795.3 # 408.2 # 125.4 # 34.48 $ 9
10 5.151& 28.52 $ 7.143& 12.12 $ 18.03 $ 41.77 "2576 #1723 #1116 # 328.7 # 116.4 # 31.83 $ 10
11 5.256& 20.09 $ 6.759& 11.22 $ 17.01 $ 73.39 #2372 #2534 # 907.0 # 303.5 # 107.8 # 29.12 $ 11
12 5.424& 16.41 $ 9.544& 17.98 $ 16.92 $ 89.16 #1267 #1880 # 746.1 # 547.0 # 101.6 # 30.19 $ 12
13 5.563& 14.34 $ 10.69 $ 27.09 $ 17.83 $ 71.94 #1641 #1333 # 519.9 # 469.2 # 96.56 # 33.60 $ 13
14 5.551& 12.95 $ 10.21 $ 23.98 $ 18.13 $ 87.00 #2484 # 951.6 # 409.8 # 347.6 # 91.13 # 32.68 $ 14
15 5.548& 11.38 $ 9.127& 18.93 $ 17.33 $ 170.9 #3012 # 742.1 # 341.5 # 279.8 # 86.19 # 29.48 $ 15
16 5.054& 10.98 $ 8.016& 15.86 $ 15.84 $ 204.7 #2416 # 579.0 # 459.1 # 238.5 # 82.23 # 29.34 $ 16
17 5.242& 10.27 $ 6.482& 13.80 $ 14.82 $ 191.4 #1436 # 479.8 # 916.4 # 210.4 # 81.77 # 33.77 $ 17
18 4.527& 10.27 $ 5.850& 12.41 $ 20.32 $ 143.7 # 998.1 # 420.2 # 781.7 # 192.0 # 81.77 # 36.24 " 18
19 4.451& 12.29 $ 5.539& 11.84 $ 29.53 $ 106.5 # 797.0 # 581.5 # 684.1 # 180.3 # 79.74 # 38.10 " 19
20 4.423& 11.85 $ 5.063& 12.86 $ 25.15 $ 130.8 # 708.3 #1001 # 558.9 # 274.9 # 74.94 # 34.81 $ 20
21 4.843& 10.75 $ 5.143& 13.21 $ 20.74 $1038 # 615.5 #1077 # 411.5 # 613.2 # 71.36 # 31.23 $ 21
22 4.778& 9.783$ 4.863& 13.10 $ 20.49 $ 973.4 # 615.2 # 926.8 # 326.2 # 440.4 # 99.01 # 28.89 $ 22
23 4.989& 8.169& 4.307& 12.77 $ 32.65 $ 505.9 # 656.6 # 672.7 # 281.0 # 289.7 # 141.9 # 26.27 $ 23
24 4.802& 7.592& 4.837& 12.18 $ 91.82 # 325.6 # 948.6 # 495.7 # 261.1 # 221.4 # 120.7 # 24.85 $ 24
25 5.298& 6.829& 5.431& 11.45 $ 95.02 # 236.8 # 707.6 # 408.6 # 242.3 # 198.4 # 96.04 # 23.13 $ 25
26 5.021& 6.456& 5.595& 9.868$ 65.29 # 188.2 # 572.2 # 392.8 # 226.8 # 277.4 # 80.28 # 20.85 $ 26
27 5.053& 7.027& 5.592& 10.29 $ 48.53 " 159.7 # 649.8 # 674.7 # 360.0 # 339.4 # 71.01 # 20.04 $ 27
28 5.259& 5.809& 5.511& 10.34 $ 37.49 $ 253.5 # 963.2 # 668.7 # 648.6 # 337.7 # 63.24 " 18.96 $ 28
29 6.186& 5.227& 12.22 $ 32.73 $ 812.5 # 914.4 # 586.1 # 482.3 # 310.7 # 59.61 " 18.56 $ 29
30 5.768& 4.385& 26.68 $ 63.03 $ 914.0 #1509 # 823.4 # 334.2 # 238.6 # 59.23 " 16.99 $ 30
31 5.187& 3.991& 194.7 # 2380 # 798.2 # 195.3 # 17.23 $ 31
Mean 6.057& 11.66 & 6.594& 12.42 & 36.32 $ 243.0 #1250 #1111 & 583.2 # 407.1 # 108.1 # 32.99 $
Median 5.298& 10.03 & 5.850& 12.03 & 21.07 $ 129.8 # 963.2 # 760.1 & 501.1 # 328.7 # 97.78 # 31.83 $
Maximum 10.36 & 42.20 & 10.69 & 27.09 & 194.7 $1038 #3012 #3813 &1317 # 928.5 # 177.1 # 57.67 $
Minimum 4.423& 3.777& 3.991& 4.691& 14.82 $ 39.13 # 268.4 # 392.8 & 226.8 # 180.3 # 59.23 # 16.99 $
Total 187.8 & 326.5 & 204.4 & 372.5 & 1126 $ 7291 #38735 #34429 &17497 #12620 # 3243 # 1023 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 320.7 & " ... Relative Uncertainty +/-10%
Ann. Median 57.67 & # ... Relative Uncertainty +/-15%
Annual Total 117055 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 3813 & 3.777&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 16.77 $ 10.75 $ 12.97 $ 12.41 $ 29.30 $ 40.09 " 118.0 #1015 # 246.7 # 120.4 # 274.2 # 52.40 " 1
2 17.52 $ 9.263& 13.81 $ 9.083& 24.67 $ 42.20 " 109.2 #1368 # 221.4 # 121.4 # 202.8 # 49.24 " 2
3 16.99 $ 9.148& 14.12 $ 15.50 $ 23.34 $ 76.94 # 102.5 #2748 # 203.6 # 120.4 # 168.8 # 46.66 " 3
4 16.01 $ 9.772$ 14.12 $ 38.39 $ 22.61 $ 75.51 # 97.06 #2889 # 192.9 # 113.3 # 144.6 # 43.17 " 4
5 15.17 $ 8.808& 12.28 $ 36.36 $ 21.40 $ 59.11 " 108.4 #2085 # 201.6 # 120.2 # 125.3 # 44.16 " 5
6 14.78 $ 8.863& 11.67 $ 23.50 $ 19.88 $ 51.19 " 225.3 #1198 # 260.1 # 181.6 # 110.5 # 42.41 " 6
7 14.99 $ 10.97 $ 10.60 $ 17.98 $ 18.47 $ 45.64 " 166.4 #1044 # 236.2 # 196.3 # 100.9 # 42.24 " 7
8 14.45 $ 12.96 $ 10.18 $ 15.98 $ 17.63 $ 41.00 " 132.5 #1304 # 234.4 # 176.2 # 93.62 # 40.00 " 8
9 13.59 $ 13.67 $ 10.34 $ 23.80 $ 17.12 $ 38.67 " 132.3 #2322 & 208.0 # 145.1 # 86.71 # 37.46 " 9
10 14.03 $ 13.55 $ 8.896& 34.62 $ 17.17 $ 41.51 " 656.1 #4349 & 183.9 # 134.2 # 82.28 # 35.46 $ 10
11 13.93 $ 12.96 $ 7.245& 45.14 " 16.85 $ 52.60 " 646.3 #2661 # 170.2 # 141.6 # 125.6 # 34.41 $ 11
12 13.12 $ 11.60 $ 6.919& 36.01 $ 28.42 $ 59.99 # 355.3 #1513 # 158.8 # 192.2 # 220.8 # 32.53 $ 12
13 12.25 $ 11.65 $ 6.971& 25.74 $ 72.41 # 205.8 # 313.2 #1001 # 172.8 # 186.5 # 177.0 # 29.22 $ 13
14 12.87 $ 12.23 $ 6.226& 21.11 $ 90.49 # 608.5 # 286.5 #1076 # 433.4 # 150.5 # 141.2 # 28.42 $ 14
15 12.09 $ 11.35 $ 6.452& 18.54 $ 79.76 # 276.5 # 438.2 # 962.6 # 388.2 # 145.7 # 116.8 # 27.54 $ 15
16 12.84 $ 11.14 $ 5.850& 17.30 $ 62.00 # 176.7 # 518.0 # 770.5 # 305.8 # 134.6 # 100.2 # 25.23 $ 16
17 12.46 $ 10.99 $ 5.871& 17.23 $ 48.59 " 140.5 # 312.7 # 983.3 # 261.3 # 129.1 # 92.42 # 24.60 $ 17
18 11.42 $ 10.47 $ 7.594& 17.26 $ 39.96 " 311.1 # 250.3 #1214 # 270.1 # 137.5 # 135.7 # 24.03 $ 18
19 11.46 $ 8.838& 9.159& 17.93 $ 34.11 $ 959.0 # 234.7 # 778.9 # 263.6 # 119.9 # 251.4 # 22.64 $ 19
20 10.03 $ 8.456& 10.08 $ 18.16 $ 30.92 $ 729.8 # 198.9 # 591.7 # 298.4 # 106.2 # 203.8 # 21.27 $ 20
21 9.799$ 9.544$ 11.10 $ 18.09 $ 28.37 $ 411.2 # 338.4 # 502.9 # 295.7 # 102.7 # 150.3 # 20.43 $ 21
22 8.937& 9.165& 10.91 $ 17.34 $ 27.11 $ 280.5 # 661.0 # 476.4 # 287.9 # 104.1 # 118.6 # 18.74 $ 22
23 8.156& 8.462& 11.51 $ 16.31 $ 30.57 $ 254.6 # 480.4 # 409.9 # 290.0 # 100.6 # 99.48 # 18.29 $ 23
24 7.345& 9.962$ 11.07 $ 15.47 $ 39.19 $ 311.7 #1060 # 346.3 # 254.5 # 124.3 # 87.10 # 18.07 $ 24
25 8.874& 10.64 $ 8.951& 15.04 $ 68.31 # 232.3 # 759.7 # 307.7 # 271.6 # 278.7 # 77.84 # 17.08 $ 25
26 10.54 $ 10.67 $ 10.28 & 16.51 $ 71.32 # 193.9 # 466.3 # 280.7 # 220.5 # 348.9 # 71.31 # 18.80 $ 26
27 10.58 $ 10.31 $ 17.50 $ 21.55 $ 55.18 " 164.1 # 461.6 # 284.0 # 186.8 # 275.2 # 68.80 # 19.80 $ 27
28 11.33 $ 12.75 $ 17.09 $ 26.54 $ 45.98 " 160.4 # 350.9 # 425.8 # 165.6 # 204.4 # 66.18 " 17.62 $ 28
29 11.08 $ 14.76 $ 35.30 $ 44.24 " 145.9 # 320.7 # 444.5 # 148.0 # 163.4 # 59.74 " 17.02 $ 29
30 9.589$ 14.02 $ 36.35 $ 45.63 " 129.8 #1125 # 338.4 # 132.5 # 244.8 # 56.52 " 17.03 $ 30
31 10.41 $ 13.99 $ 43.44 " 1377 # 281.2 # 385.9 # 15.53 $ 31
Mean 12.37 & 10.68 & 10.73 & 22.69 & 39.18 $ 210.6 # 413.0 #1160 & 238.8 # 167.9 # 127.0 # 29.08 $
Median 12.25 & 10.66 & 10.60 & 18.13 & 30.92 $ 153.2 # 320.7 # 983.3 & 235.3 # 141.6 # 113.7 # 25.23 $
Maximum 17.52 & 13.67 & 17.50 & 45.14 & 90.49 $ 959.0 #1377 #4349 & 433.4 # 385.9 # 274.2 # 52.40 $
Minimum 7.345& 8.456& 5.850& 9.083& 16.85 $ 38.67 # 97.06 # 280.7 & 132.5 # 100.6 # 56.52 # 15.53 $
Total 383.4 & 298.9 & 332.5 & 680.6 & 1214 $ 6317 #12804 #35973 & 7165 # 5206 # 3810 # 901.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 205.7 & " ... Relative Uncertainty +/-10%
Ann. Median 52.60 & # ... Relative Uncertainty +/-15%
Annual Total 75086 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4349 & 5.850&
Department of Water and Environmental Regulation HYDAY V145 Output 30/01/2023
Site 606218 Gardner River - Baldania Ck Conflu 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 15.20 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 15.53 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 14.31 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 13.57 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 13.77 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 12.69 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 12.22 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 13.10 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 12.45 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 11.80 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 12.31 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 11.75 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 10.68 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 11.41 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 10.81 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 9.736$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 10.88 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 11.24 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 10.74 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 9.221$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 9.775$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 9.291$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 8.464& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 7.941& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 7.865& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 6.714& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 6.377& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 7.402& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 [ ] [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 10.97 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 11.06 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 15.53 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 6.377& [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 307.3 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 3 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 10.97 & $ ... Relative Uncertainty +/-20%
Ann. Median 11.06 & & ... Relative Uncertainty +/-30%
Annual Total 307.3 & [ ... Not Available
Missing Days 337
Maximum Minimum
Daily 15.53 & 6.377&