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Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1952
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 [ ] 27.23 & 25.41 & 24.98 & 22.11 " 44.62 " [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] 27.07 & 25.40 & 24.92 & 31.72 " 43.74 " [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] 26.91 & 25.38 & 24.87 & 25.19 " 45.80 " [ ] [ ] [ ] [ ] [ ] [ ] 3
4 37.09 " 26.75 & 25.37 & 24.82 & 21.10 " 97.04 " [ ] [ ] [ ] [ ] [ ] [ ] 4
5 36.46 " 26.59 & 25.36 & 24.74 & 30.66 " 299.8 " [ ] [ ] [ ] [ ] [ ] [ ] 5
6 35.84 " 26.43 & 25.34 & 24.64 & 25.77 " 212.9 " [ ] [ ] [ ] [ ] [ ] [ ] 6
7 35.22 " 26.33 & 25.33 & 24.53 & 22.28 " 140.6 " [ ] [ ] [ ] [ ] [ ] [ ] 7
8 34.42 " 26.27 & 25.32 & 24.38 & 20.23 " 108.8 " [ ] [ ] [ ] [ ] [ ] [ ] 8
9 33.56 " 26.20 & 25.30 & 24.23 & 19.30 " 88.12 " [ ] [ ] [ ] [ ] [ ] [ ] 9
10 33.33 " 26.14 & 25.29 & 24.08 & 18.42 " 94.44 " [ ] [ ] [ ] [ ] [ ] [ ] 10
11 32.99 " 26.07 & 25.28 & 23.92 & 18.42 " 93.93 " [ ] [ ] [ ] [ ] [ ] [ ] 11
12 32.54 " 26.01 & 25.26 & 23.73 & 18.86 " 94.66 " [ ] [ ] [ ] [ ] [ ] [ ] 12
13 32.06 " 25.94 & 25.25 & 23.22 & 19.39 " 83.64 " [ ] [ ] [ ] [ ] [ ] [ ] 13
14 31.33 " 25.88 & 25.24 & 22.54 & 19.97 " 74.23 " [ ] [ ] [ ] [ ] [ ] [ ] 14
15 30.93 " 25.81 & 25.23 & 21.58 & 20.87 & 88.46 " [ ] [ ] [ ] [ ] [ ] [ ] 15
16 30.54 " 25.75 & 25.21 & 20.67 & 22.08 & 121.2 " [ ] [ ] [ ] [ ] [ ] [ ] 16
17 30.18 & 25.70 & 25.20 & 19.87 & 23.37 & 440.1 " [ ] [ ] [ ] [ ] [ ] [ ] 17
18 29.95 & 25.68 & 25.19 & 18.05 " 24.68 & 273.2 " [ ] [ ] [ ] [ ] [ ] [ ] 18
19 29.73 & 25.65 & 25.17 & 15.64 " 25.97 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 29.52 & 25.62 & 25.16 & 13.64 " 27.30 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 29.30 & 25.60 & 25.15 & 13.18 " 28.65 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 29.09 & 25.57 & 25.13 & 13.51 " 30.07 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 28.88 & 25.55 & 25.12 & 13.91 " 31.55 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 28.68 & 25.52 & 25.11 & 14.22 " 33.07 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 28.47 & 25.49 & 25.09 & 14.52 " 34.64 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 28.26 & 25.47 & 25.08 & 15.15 " 36.24 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 28.06 & 25.45 & 25.07 & 15.84 " 60.62 & [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 27.88 & 25.43 & 25.06 & 16.59 " 78.70 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 27.72 & 25.42 & 25.06 & 17.51 " 71.09 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 27.56 & 25.06 & 18.41 " 65.72 " [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 27.39 & 25.03 & 50.57 " [ ] [ ] [ ] [ ] 31
Mean 30.96 & 25.98 & 25.21 & 20.06 & 31.57 & 135.8 " [ ] [ ] [ ] [ ] [ ] [ ]
Median 30.07 & 25.81 & 25.21 & 21.12 & 25.77 & 94.55 " [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 37.09 & 27.23 & 25.41 & 24.98 & 78.70 & 440.1 " [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 27.39 & 25.42 & 25.03 & 13.18 & 18.42 & 43.74 " [ ] [ ] [ ] [ ] [ ] [ ]
Total 867.0 & 753.5 & 781.6 & 601.9 & 978.6 &2445 " [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 3 0 0 0 0 12 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.49 & " ... Relative Uncertainty +/-10%
Ann. Median 25.57 & & ... Relative Uncertainty +/-30%
Annual Total 6428 & [ ... Not Available
Missing Days 199
Maximum Minimum
Daily 440.1 & 13.18 &
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1953
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1954
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1955
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1956
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1957
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1958
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 [ ] [ ] [ ] [ ] [ ] [ ] 469.5 " 268.1 " 83.00 " 33.18 " 16.11 & 7.722& 1
2 [ ] [ ] [ ] [ ] [ ] [ ] 396.3 " 226.6 " 69.17 " 32.99 " 15.48 & 7.712& 2
3 [ ] [ ] [ ] [ ] [ ] [ ] 329.0 " 215.4 " 65.71 " 36.73 " 15.33 & 7.530& 3
4 [ ] [ ] [ ] [ ] [ ] 86.09 " 266.2 " 418.1 " 64.01 " 38.40 " 14.19 & 7.187& 4
5 [ ] [ ] [ ] [ ] [ ] 81.94 " 384.1 " 296.5 " 60.54 " 38.09 " 13.82 & 6.782& 5
6 [ ] [ ] [ ] [ ] [ ] 70.60 " 728.9 " 227.7 " 58.38 " 37.45 " 13.82 & 6.365& 6
7 [ ] [ ] [ ] [ ] [ ] 54.11 " 620.0 " 192.3 " 58.02 " 35.84 " 14.09 & 6.152& 7
8 [ ] [ ] [ ] [ ] [ ] 45.22 " 346.4 " 167.6 " 58.08 " 35.24 " 16.22 & 5.762& 8
9 [ ] [ ] [ ] [ ] [ ] 40.13 " 234.1 " 152.2 " 57.65 " 35.56 " 17.89 & 5.264& 9
10 [ ] [ ] [ ] [ ] [ ] 36.43 " 180.1 " 141.4 " 54.38 " 35.83 " 17.99 & 5.393& 10
11 [ ] [ ] [ ] [ ] [ ] 34.02 " 170.1 " 165.4 " 52.84 " 37.22 " 17.90 & 5.308& 11
12 [ ] [ ] [ ] [ ] [ ] 31.99 " 192.7 " 170.5 " 52.72 " 39.27 " 17.78 & 5.313& 12
13 [ ] [ ] [ ] [ ] [ ] 30.24 " 212.9 " 137.6 " 52.05 " 40.31 " 17.50 & 4.823& 13
14 [ ] [ ] [ ] [ ] [ ] 28.74 " 182.6 " 126.9 " 51.27 " 45.22 " 16.40 & 4.652& 14
15 [ ] [ ] [ ] [ ] [ ] 26.73 " 157.4 " 118.4 " 50.79 " 47.47 " 15.01 & 4.003& 15
16 [ ] [ ] [ ] [ ] [ ] 25.10 " 147.4 " 120.8 " 50.50 " 46.63 " 14.06 & 4.118& 16
17 [ ] [ ] [ ] [ ] [ ] 22.98 " 137.8 " 124.3 " 48.98 " 46.36 " 13.02 & 4.069& 17
18 [ ] [ ] [ ] [ ] [ ] 23.46 " 202.4 " 110.5 " 47.67 " 44.76 " 12.51 & 3.931& 18
19 [ ] [ ] [ ] [ ] [ ] 24.56 " 201.4 " 98.44 " 46.54 " 39.35 " 12.25 & 3.731& 19
20 [ ] [ ] [ ] [ ] [ ] 24.37 " 161.7 " 92.67 " 45.98 " 32.88 " 11.94 & 3.677& 20
21 [ ] [ ] [ ] [ ] [ ] 23.69 " 149.6 " 90.82 " 46.86 " 27.20 & 11.48 & 3.680& 21
22 [ ] [ ] [ ] [ ] [ ] 22.90 "1027 " 86.99 " 48.10 " 24.86 & 10.93 & 3.861& 22
23 [ ] [ ] [ ] [ ] [ ] 22.48 " 901.5 " 80.59 " 49.66 " 22.86 & 10.18 & 3.841& 23
24 [ ] [ ] [ ] [ ] [ ] 22.72 " 751.0 " 76.58 " 48.92 " 21.31 & 9.518& 3.971& 24
25 [ ] [ ] [ ] [ ] [ ] 23.54 "1712 " 72.49 " 48.28 " 20.09 & 9.112& 3.844& 25
26 [ ] [ ] [ ] [ ] [ ] 24.42 "1759 " 66.12 " 44.16 " 19.36 & 9.272& 3.666& 26
27 [ ] [ ] [ ] [ ] [ ] 25.48 "1871 " 61.31 " 40.14 " 18.84 & 9.210& 3.436& 27
28 [ ] [ ] [ ] [ ] [ ] 28.77 "1030 " 58.07 " 38.40 " 18.32 & 8.881& 3.194& 28
29 [ ] [ ] [ ] [ ] 34.95 " 559.8 " 55.25 " 36.28 " 18.02 & 8.533& 2.962& 29
30 [ ] [ ] [ ] [ ] 108.6 " 420.6 " 53.33 " 33.96 " 17.52 & 8.225& 2.931& 30
31 [ ] [ ] [ ] 322.0 " 70.38 " 16.96 & 2.901& 31
Mean [ ] [ ] [ ] [ ] [ ] 37.94 " 523.3 " 140.1 " 52.10 " 32.39 & 13.29 & 4.767&
Median [ ] [ ] [ ] [ ] [ ] 28.74 " 329.0 " 120.8 " 50.64 " 35.56 & 13.82 & 4.069&
Maximum [ ] [ ] [ ] [ ] [ ] 108.6 "1871 " 418.1 " 83.00 " 47.47 & 17.99 & 7.722&
Minimum [ ] [ ] [ ] [ ] [ ] 22.48 " 137.8 " 53.33 " 33.96 " 16.96 & 8.225& 2.901&
Total [ ] [ ] [ ] [ ] [ ] 1024 "16223 " 4343 " 1563 " 1004 & 398.6 & 147.8 &
Missing Days 31 28 31 30 31 3 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 117.1 & " ... Relative Uncertainty +/-10%
Ann. Median 38.40 & & ... Relative Uncertainty +/-30%
Annual Total 24704 & [ ... Not Available
Missing Days 154
Maximum Minimum
Daily 1871 & 2.901&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1959
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.870& 3.229& 2.033& 1.603& 1.750& 1.254& 75.05 " 240.8 " 35.97 " 11.27 $ 11.27 $ 11.27 $ 1
2 2.840& 2.929& 1.730& 1.550& 1.690& 1.119& 74.73 " 282.0 " 32.90 " 11.27 $ 11.27 $ 11.27 $ 2
3 2.810& 2.903& 1.627& 1.850& 1.702& 1.013& 75.07 " 259.6 " 26.55 " 11.27 $ 11.27 $ 11.27 $ 3
4 2.780& 2.788& 1.489& 1.909& 4.373& 1.056& 66.99 " 194.4 " 15.98 $ 11.27 $ 11.27 $ 11.27 $ 4
5 2.751& 3.203& 1.567& 1.500& 1.772& 1.362& 48.51 " 157.2 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 5
6 2.721& 3.066& 1.554& 1.137& 1.603& 1.994& 39.65 " 155.6 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 6
7 2.795& 3.634& 1.436& 1.364& 1.503& 1.335& 34.36 " 154.8 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 7
8 2.712& 3.990& 1.523& 1.924& 1.407& 1.110& 32.53 " 188.8 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 8
9 2.650& 4.010& 1.369& 1.886& 1.291& 0.931& 35.01 "1057 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 9
10 2.618& 3.814& 1.450& 1.718& 1.410& 0.973& 60.16 " 572.0 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 10
11 2.586& 3.760& 1.814& 2.017& 1.274& 0.919& 64.53 " 442.5 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 11
12 2.555& 3.692& 1.995& 2.070& 1.194& 0.822& 64.17 " 322.5 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 12
13 2.523& 3.512& 2.015& 1.739& 1.363& 0.732& 67.00 " 240.5 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 13
14 2.492& 3.321& 1.958& 1.612& 1.392& 0.828& 55.65 " 189.5 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 14
15 2.463& 2.629& 1.870& 1.982& 1.304& 0.954& 50.52 " 157.3 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 15
16 2.437& 2.365& 2.168& 1.933& 1.337& 1.532& 47.04 " 134.5 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 16
17 2.400& 2.253& 2.274& 1.902& 1.247& 44.84 & 41.21 " 115.1 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 17
18 2.669& 2.112& 2.301& 1.794& 1.165& 142.4 " 41.64 " 115.1 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 18
19 2.511& 1.758& 2.328& 1.798& 1.123& 127.0 " 41.12 " 124.1 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 19
20 2.558& 1.616& 2.121& 1.935& 1.157& 278.0 " 88.25 " 108.5 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 20
21 2.539& 1.596& 1.460& 1.974& 1.113& 491.2 " 99.41 " 94.99 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 21
22 2.367& 1.576& 1.175& 1.746& 1.097& 254.9 " 73.49 " 84.57 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 22
23 2.442& 1.557& 1.142& 1.632& 1.118& 180.8 " 61.39 " 74.88 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 23
24 2.445& 1.537& 1.073& 1.591& 1.035& 143.7 " 55.14 " 66.94 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 24
25 2.311& 1.894& 1.395& 1.427& 0.946& 108.5 " 72.16 " 59.34 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 25
26 2.250& 1.840& 1.557& 1.146& 0.847& 85.54 " 83.18 " 52.60 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 26
27 2.347& 1.740& 1.838& 1.197& 1.084& 94.39 " 70.12 " 49.81 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 27
28 2.431& 1.974& 1.888& 1.492& 1.213& 115.9 " 62.66 " 46.75 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 28
29 2.609& 1.702& 1.621& 1.183& 95.67 " 57.27 " 44.80 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 29
30 2.809& 1.725& 1.718& 1.127& 76.73 " 75.71 " 43.38 " 11.27 $ 11.27 $ 11.27 $ 11.27 $ 30
31 3.007& 1.682& 1.095& 178.1 " 39.62 " 11.27 $ 11.27 $ 31
Mean 2.590& 2.653& 1.718& 1.692& 1.384& 75.25 & 64.25 " 189.3 " 13.48 $ 11.27 $ 11.27 $ 11.27 $
Median 2.558& 2.708& 1.702& 1.729& 1.247& 1.763& 62.66 " 134.5 " 11.27 $ 11.27 $ 11.27 $ 11.27 $
Maximum 3.007& 4.010& 2.328& 2.070& 4.373& 491.2 & 178.1 "1057 " 35.97 $ 11.27 $ 11.27 $ 11.27 $
Minimum 2.250& 1.537& 1.073& 1.137& 0.847& 0.732& 32.53 " 39.62 " 11.27 $ 11.27 $ 11.27 $ 11.27 $
Total 80.30 & 74.30 & 53.26 & 50.77 & 42.91 &2257 &1992 "5869 " 404.4 $ 349.4 $ 338.1 $ 349.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.50 & " ... Relative Uncertainty +/-10%
Ann. Median 11.27 & $ ... Relative Uncertainty +/-20%
Annual Total 11861 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1057 & 0.732&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1960
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 11.27 $ 11.27 $ 11.27 $ 29.12 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 11.27 $ 11.27 $ 11.27 $ 29.12 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 11.27 $ 11.27 $ 11.27 $ 29.12 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 11.27 $ 11.27 $ 11.27 $ 29.12 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 11.27 $ 11.27 $ 11.27 $ 29.12 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 11.27 $ 11.27 $ 11.27 $ 82.71 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 11.27 $ 11.27 $ 11.27 $ 86.00 " 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 11.27 $ 11.27 $ 11.27 $ 34.90 " 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 11.27 $ 11.27 $ 11.27 $ 11.42 " 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 11.27 $ 11.27 $ 11.27 $ 7.204" 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 11.27 $ 11.27 $ 11.27 $ 7.300" 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 11.27 $ 11.27 $ 11.27 $ 7.488" 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 11.27 $ 11.27 $ 11.27 $ 7.364" 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 11.27 $ 11.27 $ 11.27 $ 7.294" 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 11.27 $ 11.27 $ 11.27 $ 7.294" 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 11.27 $ 11.27 $ 11.27 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 11.27 $ 11.62 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 11.27 $ 29.12 $ [ ] [ ] [ ] [ ] [ ] 31
Mean 11.27 $ 11.27 $ 11.86 $ 17.13 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 11.27 $ 11.27 $ 11.27 $ 7.294$ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 11.27 $ 11.27 $ 29.12 $ 86.00 $ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 11.27 $ 11.27 $ 11.27 $ 7.204$ 7.294" [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 349.4 $ 326.8 $ 367.6 $ 514.0 $ 109.4 " [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 16 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 12.26 $ " ... Relative Uncertainty +/-10%
Ann. Median 11.27 $ $ ... Relative Uncertainty +/-20%
Annual Total 1667 $ [ ... Not Available
Missing Days 230
Maximum Minimum
Daily 86.00 $ 7.204$
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1961
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1962
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1963
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1964
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1965
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1966
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1975
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1978
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 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 V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] [ ] 0.324$ 72.54 " 113.6 " 100.5 " 141.6 $ 101.7 " 29.07 " 4.155$ 1
2 [ ] [ ] [ ] [ ] 0.492$ 49.04 " 97.63 " 93.59 " 216.3 $ 87.89 " 27.10 " 4.401$ 2
3 [ ] [ ] [ ] [ ] 0.573$ 89.22 " 163.0 $ 88.13 " 295.7 $ 72.18 " 24.75 " 4.590$ 3
4 [ ] [ ] [ ] [ ] 0.658$ 79.25 "1236 $ 80.64 " 260.0 $ 60.46 " 23.18 " 4.419$ 4
5 [ ] [ ] [ ] [ ] 1.343$ 48.60 " 648.8 $ 72.94 " 186.3 $ 55.86 " 21.52 " 4.264$ 5
6 [ ] [ ] [ ] [ ] 6.937$ 37.83 " 400.3 $ 94.51 " 147.3 $ 54.30 " 19.70 " 3.661$ 6
7 [ ] [ ] [ ] [ ] 3.378$ 32.83 " 278.4 $ 95.86 " 137.9 $ 161.8 $ 18.15 " 3.388$ 7
8 [ ] [ ] [ ] [ ] 1.536$ 81.34 " 193.0 $ 83.66 " 127.7 " 392.9 $ 17.29 " 3.364$ 8
9 [ ] [ ] [ ] [ ] 1.194$ 85.99 " 145.7 $ 100.1 $ 106.2 " 301.5 $ 16.52 " 3.265$ 9
10 [ ] [ ] [ ] [ ] 6.581$ 59.31 " 129.3 " 230.5 $ 102.4 $ 181.0 $ 14.52 " 2.970$ 10
11 [ ] [ ] [ ] [ ] 6.214$ 144.2 $ 107.3 " 321.9 $ 284.5 $ 137.2 $ 14.56 " 2.863$ 11
12 [ ] [ ] [ ] [ ] 2.567$ 128.3 $ 96.04 " 215.6 $ 154.4 $ 111.9 " 13.34 " 2.901$ 12
13 [ ] [ ] [ ] [ ] 2.014$ 94.04 " 140.5 $ 144.9 $ 168.6 $ 164.2 $ 12.15 " 3.348$ 13
14 [ ] [ ] [ ] [ ] 2.059$ 121.0 $ 279.9 $ 122.6 " 373.3 $ 523.8 $ 4.934$ 3.596$ 14
15 [ ] [ ] [ ] [ ] 2.006$ 97.43 " 215.0 $ 117.2 " 338.9 $ 310.8 $ 9.238" 3.606$ 15
16 [ ] [ ] [ ] 0.256$ 2.163$ 97.87 " 323.1 $ 131.5 " 214.1 $ 327.7 $ 10.82 " 3.121$ 16
17 [ ] [ ] [ ] 0.406$ 1.764$ 111.1 $ 292.7 $ 177.1 $ 155.5 $ 231.4 $ 10.36 " 2.714$ 17
18 [ ] [ ] [ ] 0.437$ 1.565$ 354.3 $ 205.3 $ 212.1 $ 131.2 $ 159.7 $ 10.22 " 2.542$ 18
19 [ ] [ ] [ ] 0.311$ 2.385$ 267.8 $ 168.5 $ 171.2 $ 109.8 " 129.5 $ 10.06 " 2.552$ 19
20 [ ] [ ] [ ] 0.373$ 4.712$ 188.7 $ 138.4 $ 133.5 $ 100.6 " 104.8 " 9.568" 4.532$ 20
21 [ ] [ ] [ ] 0.396$ 5.443$ 132.7 $ 117.9 " 110.8 " 101.5 " 93.38 " 8.816" 7.086$ 21
22 [ ] [ ] [ ] 0.418$ 2.939$ 178.4 $ 100.7 " 99.08 " 95.14 " 85.80 " 8.001" 6.210$ 22
23 [ ] [ ] [ ] 0.348$ 2.050$ 365.1 $ 93.65 " 92.87 " 89.58 " 76.04 " 7.025$ 3.896$ 23
24 [ ] [ ] [ ] 0.332$ 1.773$ 184.2 $ 88.38 " 253.5 $ 81.06 " 66.43 " 6.176$ 3.037$ 24
25 [ ] [ ] [ ] 0.327$ 2.133$ 223.0 $ 84.37 " 327.9 $ 71.99 " 56.84 " 5.782$ 2.317$ 25
26 [ ] [ ] [ ] 0.318$ 6.478$ 342.6 $ 105.5 " 266.2 $ 66.02 " 51.58 " 5.588$ 1.927$ 26
27 [ ] [ ] [ ] 0.222$ 71.22 $ 215.4 $ 98.46 " 214.3 $ 77.79 " 47.20 " 5.486$ 1.716$ 27
28 [ ] [ ] [ ] 0.292$ 135.1 $ 208.5 $ 228.1 $ 296.7 $ 94.50 " 43.16 " 5.100$ 1.514$ 28
29 [ ] [ ] 0.264$ 65.20 " 194.6 $ 208.9 $ 375.5 $ 89.66 " 40.21 " 4.407$ 1.392$ 29
30 [ ] [ ] 0.295$ 38.92 " 138.5 $ 140.9 $ 253.6 $ 90.09 " 34.99 " 4.209$ 1.232$ 30
31 [ ] [ ] 34.79 " 118.5 " 176.1 $ 31.84 " 1.129$ 31
Mean [ ] [ ] [ ] 0.333$ 13.44 $ 147.4 $ 218.0 $ 169.5 $ 153.7 $ 138.6 $ 12.59 $ 3.281$
Median [ ] [ ] [ ] 0.327$ 2.163$ 124.6 $ 140.9 $ 133.5 $ 129.5 $ 93.38 $ 10.29 $ 3.265$
Maximum [ ] [ ] [ ] 0.437$ 135.1 $ 365.1 $1236 $ 375.5 $ 373.3 $ 523.8 $ 29.07 $ 7.086$
Minimum [ ] [ ] [ ] 0.222$ 0.324$ 32.83 $ 84.37 $ 72.94 $ 66.02 $ 31.84 $ 4.209$ 1.129$
Total [ ] [ ] [ ] 4.995$ 416.5 $4423 $6758 $5254 $4610 $4298 $ 377.7 $ 101.7 $
Missing Days 31 28 31 15 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 100.9 $ " ... Relative Uncertainty +/-10%
Ann. Median 79.95 $ $ ... Relative Uncertainty +/-20%
Annual Total 26244 $ [ ... Not Available
Missing Days 105
Maximum Minimum
Daily 1236 $ 0.222$
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 1.063$ 0.990$ 0.518$ 0.638$ 8.741" 3.722$ 365.3 $ 134.0 $ 266.2 $ 42.98 " 9.905" 4.362$ 1
2 0.974$ 0.944$ 0.304$ 0.666$ 6.824" 4.445$ 573.8 $ 216.6 $ 232.9 $ 38.04 " 8.977" 3.547$ 2
3 0.881$ 0.898$ 0.244$ 0.569$ 5.779$ 4.266$ 294.6 $ 191.6 $ 187.8 $ 34.32 " 8.530" 2.985$ 3
4 0.753$ 0.965$ 0.240$ 0.571$ 5.142$ 3.812$ 903.1 $ 141.5 $ 151.0 $ 31.06 " 8.160" 2.764$ 4
5 0.712$ 0.806$ 0.195$ 0.562$ 4.671$ 3.355$ 535.0 $ 960.1 $ 169.7 $ 29.69 " 7.798" 2.186$ 5
6 0.702$ 0.729$ 0.141$ 0.510$ 4.273$ 3.097$ 318.5 $1131 $ 674.2 $ 28.58 " 7.094" 2.161$ 6
7 0.587$ 0.780$ 0.133$ 0.357$ 4.396$ 2.767$ 303.2 $ 494.6 $ 281.8 $ 26.93 " 7.259" 2.000$ 7
8 0.635$ 0.775$ 0.170$ 0.411$ 6.186$ 2.756$ 215.3 $ 305.0 $ 206.8 $ 26.96 " 12.19 " 1.690$ 8
9 0.682$ 0.778$ 0.646$ 0.521$ 6.006$ 2.820$ 155.8 $ 234.0 $ 156.0 $ 26.85 " 14.01 " 1.518$ 9
10 0.796$ 0.575$ 10.77 $ 0.617$ 4.793$ 2.858$ 737.4 $ 180.9 $ 137.0 $ 26.03 " 13.96 " 1.464$ 10
11 0.942$ 0.629$ 3.717$ 0.553$ 4.507$ 3.088$ 717.0 $ 149.8 $ 126.2 # 23.21 " 12.31 " 1.304$ 11
12 0.984$ 0.777$ 1.873$ 0.472$ 5.555$ 3.187$ 292.8 $ 136.5 $ 114.7 # 22.09 " 9.556" 1.168$ 12
13 0.899$ 0.466$ 1.245$ 0.500$ 7.100" 3.925$ 365.3 $ 134.5 # 128.0 # 21.32 " 7.907" 0.990$ 13
14 1.069$ 0.568$ 1.107$ 0.669$ 5.927$ 59.64 " 336.6 $ 126.6 # 127.4 # 20.39 " 6.720" 0.900$ 14
15 1.512$ 0.549$ 0.965$ 0.827$ 4.968$ 48.91 " 391.3 $ 137.3 $ 124.0 # 19.19 " 6.259" 0.832$ 15
16 3.283$ 0.398$ 0.969$ 0.856$ 4.489$ 26.53 " 326.6 $ 341.1 $ 124.0 # 17.97 " 5.631$ 0.928$ 16
17 4.612$ 0.423$ 0.981$ 0.808$ 4.747$ 16.53 " 384.1 $ 258.1 $ 104.8 # 16.39 " 6.519$ 0.854$ 17
18 2.815$ 0.407$ 0.980$ 0.759$ 4.765$ 13.33 " 544.1 $ 180.1 $ 97.22 # 15.46 " 7.138" 0.784$ 18
19 1.969$ 0.332$ 0.902$ 0.739$ 4.047$ 46.16 " 359.2 $ 150.6 $ 92.26 " 14.57 " 6.541" 0.755$ 19
20 1.688$ 0.265$ 0.835$ 0.655$ 3.542$ 81.89 " 289.4 $ 147.6 $ 88.39 " 13.50 " 5.546$ 0.755$ 20
21 1.476$ 0.251$ 1.110$ 0.595$ 3.287$ 79.76 " 329.7 $ 130.6 $ 82.33 " 12.01 " 4.570$ 0.750$ 21
22 1.480$ 0.302$ 1.282$ 0.501$ 3.148$ 44.78 " 293.1 $ 113.7 # 73.65 " 7.898$ 4.145$ 0.788$ 22
23 2.050$ 0.358$ 1.594$ 0.444$ 3.072$ 36.51 " 259.8 $ 105.6 # 64.17 " 13.00 " 4.081$ 0.909$ 23
24 2.329$ 0.510$ 1.191$ 0.522$ 3.199$ 62.26 " 200.5 $ 153.0 $ 57.08 " 12.58 " 3.730$ 0.991$ 24
25 1.904$ 0.608$ 1.039$ 19.99 $ 3.093$ 119.3 $ 158.6 $ 136.1 $ 51.18 " 11.81 " 2.965$ 0.943$ 25
26 1.731$ 0.600$ 0.858$ 15.78 " 2.755$ 122.8 $ 140.2 $ 348.7 $ 47.70 " 11.06 " 3.203$ 0.864$ 26
27 1.454$ 0.624$ 0.862$ 14.51 " 2.558$ 87.55 " 131.5 # 211.3 $ 49.06 " 10.60 " 4.554$ 0.720$ 27
28 1.217$ 0.506$ 0.889$ 13.54 " 2.740$ 58.72 " 130.3 $ 186.1 $ 51.42 " 10.43 " 5.074$ 0.564$ 28
29 1.131$ 0.565$ 0.906$ 15.52 " 2.727$ 43.01 " 134.0 $ 268.4 $ 48.20 " 9.649" 5.182$ 0.480$ 29
30 1.100$ 0.721$ 12.60 " 2.595$ 35.67 " 116.0 # 254.2 $ 46.45 " 10.27 " 4.775$ 0.670$ 30
31 1.130$ 0.676$ 2.579$ 122.0 $ 343.1 $ 10.70 " 0.891$ 31
Mean 1.437$ 0.599$ 1.228$ 3.543$ 4.458$ 34.25 $ 336.3 $ 258.1 $ 138.7 $ 19.86 $ 7.142$ 1.371$
Median 1.130$ 0.575$ 0.902$ 0.627$ 4.489$ 21.53 $ 303.2 $ 180.9 $ 119.3 $ 17.97 $ 6.630$ 0.928$
Maximum 4.612$ 0.990$ 10.77 $ 19.99 $ 8.741$ 122.8 $ 903.1 $1131 $ 674.2 $ 42.98 $ 14.01 $ 4.362$
Minimum 0.587$ 0.251$ 0.133$ 0.357$ 2.558$ 2.756$ 116.0 $ 105.6 $ 46.45 $ 7.898$ 2.965$ 0.480$
Total 44.56$ 17.38$ 38.06$ 106.3 $ 138.2 $ 1027 $10424 $ 8002 $ 4162 $ 615.5 $ 214.3 $ 42.51$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 67.85 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.709$ # ... Relative Uncertainty +/-15%
Annual Total 24833 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1131 $ 0.133$
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.950$ 0.122$ 0.129$ 0.247$ 0.641$ 6.773" 6.112$ 10.07 " 32.03 " 92.73 " 4.580$ 16.62 $ 1
2 0.908$ 0.059$ 0.113$ 0.198$ 0.618$ 5.906" 5.910" 8.415" 28.54 " 75.26 " 4.198$ 12.44 " 2
3 0.783$ 0.193$ 0.104$ 0.144$ 0.513$ 5.294$ 7.553" 10.81 " 26.42 " 56.00 " 3.937$ 7.193" 3
4 0.813$ 0.268$ 0.072$ 0.093$ 0.573$ 4.902$ 8.157" 16.83 " 23.65 " 44.20 " 4.168$ 19.97 " 4
5 0.763$ 0.202$ 0.051$ 0.099$ 0.606$ 4.152$ 6.720" 16.83 " 24.73 " 35.34 " 4.510$ 31.32 " 5
6 0.605$ 0.290$ 0.045$ 0.125$ 16.35 $ 3.756$ 5.825$ 27.79 " 37.21 " 30.32 " 4.307$ 16.05 " 6
7 0.542$ 0.307$ 0.028$ 0.177$ 6.861$ 4.063$ 5.384$ 36.52 " 40.33 " 26.50 " 3.778$ 11.06 " 7
8 0.503$ 0.228$ 0.021$ 0.193$ 2.284$ 3.973$ 9.776" 42.14 " 35.45 " 23.44 " 3.203$ 8.233" 8
9 0.276$ 0.272$ 0.022$ 0.382$ 1.621$ 4.022$ 15.20 " 258.2 $ 44.86 " 22.65 " 2.834$ 6.041$ 9
10 0.382$ 0.207$ 0.019$ 0.531$ 2.125$ 4.146$ 11.94 " 140.3 $ 50.54 " 19.71 " 2.483$ 4.507$ 10
11 0.400$ 0.172$ 0.019$ 0.502$ 3.239$ 4.146$ 9.092" 114.5 " 38.36 " 17.32 " 2.259$ 3.674$ 11
12 0.374$ 0.105$ 0.018$ 0.466$ 2.770$ 4.155$ 11.15 " 99.31 " 36.10 " 16.29 " 2.033$ 2.930$ 12
13 0.507$ 0.053$ 0.025$ 0.465$ 3.796$ 4.002$ 11.55 " 82.38 " 34.29 " 14.36 " 1.815$ 2.349$ 13
14 0.405$ 0.032$ 0.031$ 0.522$ 4.451$ 3.686$ 10.40 " 98.70 " 30.18 " 13.51 " 1.567$ 1.844$ 14
15 0.326$ 0.065$ 0.038$ 0.598$ 2.913$ 3.430$ 8.445" 104.2 " 28.77 " 14.38 " 1.433$ 1.452$ 15
16 0.305$ 0.091$ 0.049$ 0.748$ 2.298$ 3.363$ 7.405" 90.92 " 27.45 " 13.33 " 1.350$ 0.958$ 16
17 0.380$ 0.094$ 0.064$ 0.818$ 1.919$ 4.589$ 6.782" 71.87 " 25.48 " 12.54 " 1.287$ 0.776$ 17
18 0.448$ 0.107$ 0.067$ 0.715$ 1.871$ 5.374$ 6.251" 59.12 " 22.49 " 11.60 " 1.199$ 0.766$ 18
19 0.315$ 0.117$ 0.064$ 0.547$ 1.838$ 4.868$ 5.842$ 47.38 " 21.41 " 10.57 " 2.756$ 0.829$ 19
20 0.235$ 0.107$ 0.061$ 0.506$ 1.840$ 4.205$ 6.024$ 39.79 " 19.94 " 9.907" 4.644$ 0.834$ 20
21 0.170$ 0.090$ 0.093$ 0.557$ 2.166$ 3.794$ 7.137" 33.66 " 18.38 " 8.837$ 4.288$ 0.823$ 21
22 0.116$ 0.103$ 0.118$ 0.500$ 2.385$ 3.558$ 7.135" 28.87 " 66.15 " 4.769$ 3.037$ 0.708$ 22
23 0.115$ 0.127$ 0.090$ 0.444$ 2.732$ 3.265$ 6.523" 34.41 " 60.36 " 8.346$ 2.359$ 0.598$ 23
24 0.122$ 0.174$ 0.168$ 0.496$ 3.227$ 3.301$ 5.733$ 68.00 " 40.85 " 9.106" 2.098$ 0.480$ 24
25 0.130$ 0.170$ 0.283$ 0.516$ 4.419$ 3.361$ 5.305$ 47.19 " 31.88 " 8.040$ 1.901$ 0.471$ 25
26 0.264$ 0.108$ 0.395$ 0.540$ 3.930$ 3.401$ 4.999$ 34.90 " 25.75 " 7.049$ 1.640$ 0.433$ 26
27 0.458$ 0.095$ 0.335$ 0.562$ 3.238$ 3.074$ 4.620$ 28.93 " 22.19 " 6.570" 1.369$ 0.490$ 27
28 0.437$ 0.117$ 0.338$ 0.628$ 2.938$ 2.937$ 5.263$ 25.64 " 24.44 " 6.340" 1.106$ 0.457$ 28
29 0.385$ 0.322$ 0.619$ 4.605$ 4.092$ 6.288" 30.94 " 127.5 $ 5.856$ 0.866$ 0.481$ 29
30 0.273$ 0.264$ 0.628$ 9.941" 6.343$ 7.847" 48.19 " 116.9 $ 5.481$ 1.224$ 0.418$ 30
31 0.193$ 0.273$ 8.907" 10.17 " 37.76 " 5.028$ 0.456$ 31
Mean 0.416$ 0.145$ 0.120$ 0.452$ 3.471$ 4.198$ 7.631$ 57.89 $ 38.75 $ 20.50 $ 2.608$ 5.021$
Median 0.382$ 0.117$ 0.067$ 0.504$ 2.732$ 4.043$ 6.782$ 39.79 $ 31.03 $ 13.33 $ 2.309$ 0.958$
Maximum 0.950$ 0.307$ 0.395$ 0.818$ 16.35 $ 6.773$ 15.20 $ 258.2 $ 127.5 $ 92.73 $ 4.644$ 31.32 $
Minimum 0.115$ 0.032$ 0.018$ 0.093$ 0.513$ 2.937$ 4.620$ 8.415$ 18.38 $ 4.769$ 0.866$ 0.418$
Total 12.88 $ 4.074$ 3.720$ 13.56 $ 107.6 $ 125.9 $ 236.6 $1795 $1163 $ 635.4 $ 78.23 $ 155.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.87 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.227$ $ ... Relative Uncertainty +/-20%
Annual Total 4331 $
Maximum Minimum
Daily 258.2 $ 0.018$
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.410$ 0.000$ 0.000$ 0.000$ 0.672$ 0.695$ 114.4 $ 102.3 " 181.9 $ 28.81 " 27.26 " 1.069$ 1
2 0.340$ 0.000$ 0.000$ 0.000$ 0.569$ 1.537$ 118.5 $ 95.65 " 276.6 $ 26.28 " 30.63 " 0.886$ 2
3 0.300$ 0.000$ 0.000$ 0.000$ 0.770$ 3.817$ 88.28 " 88.42 " 237.1 $ 24.70 " 22.99 " 0.877$ 3
4 0.220$ 0.000$ 0.000$ 0.000$ 0.648$ 23.25 " 78.47 " 108.9 $ 163.8 $ 23.99 " 18.89 " 0.849$ 4
5 0.178$ 0.000$ 0.000$ 0.000$ 0.870$ 24.64 " 80.38 " 180.6 $ 136.0 $ 25.49 " 15.97 " 0.822$ 5
6 0.175$ 0.000$ 0.000$ 0.000$ 1.601$ 19.43 " 61.59 " 140.8 $ 113.6 " 48.52 " 13.79 " 0.893$ 6
7 0.189$ 0.000$ 0.000$ 0.000$ 2.698$ 14.12 " 116.7 $ 121.4 " 99.59 " 46.56 " 12.17 " 0.876$ 7
8 0.155$ 0.000$ 0.000$ 0.000$ 2.027$ 10.74 " 176.1 $ 102.5 " 93.32 " 33.74 " 11.05 " 0.613$ 8
9 0.139$ 0.000$ 0.000$ 0.000$ 1.555$ 8.924" 125.0 $ 129.8 $ 87.76 " 28.40 " 10.56 " 0.517$ 9
10 0.189$ 0.000$ 0.000$ 0.000$ 1.464$ 8.062" 184.2 $ 158.5 $ 79.71 " 25.17 " 9.147" 0.510$ 10
11 0.153$ 0.000$ 0.000$ 0.000$ 2.264$ 6.708" 289.7 $ 138.5 $ 68.99 " 24.51 " 8.078" 0.520$ 11
12 0.178$ 0.000$ 0.000$ 0.000$ 2.368$ 6.041" 375.8 $ 112.8 " 61.67 " 23.01 " 7.687" 0.479$ 12
13 0.163$ 0.000$ 0.000$ 0.000$ 1.467$ 24.03 " 241.5 $ 96.85 " 57.26 " 21.31 " 7.616" 0.424$ 13
14 0.168$ 0.000$ 0.000$ 0.000$ 1.368$ 81.18 " 254.0 $ 92.03 " 117.5 $ 20.09 " 6.900" 0.420$ 14
15 0.210$ 0.000$ 0.000$ 0.000$ 1.141$ 75.98 " 223.0 $ 207.7 $ 176.4 $ 19.03 " 5.876$ 0.476$ 15
16 0.385$ 0.000$ 0.000$ 0.092$ 1.129$ 43.67 " 145.6 $ 143.9 $ 123.5 $ 18.67 " 4.816$ 0.522$ 16
17 0.329$ 0.000$ 0.000$ 0.386$ 0.965$ 30.63 " 119.0 " 111.8 " 98.01 " 26.29 " 4.541$ 0.479$ 17
18 0.152$ 0.000$ 0.000$ 0.885$ 0.802$ 55.73 " 272.9 $ 96.82 " 90.25 " 63.22 " 4.336$ 0.404$ 18
19 0.105$ 0.000$ 0.000$ 0.566$ 0.760$ 82.75 " 300.6 $ 91.65 " 80.95 " 44.78 " 4.011$ 0.331$ 19
20 0.047$ 0.000$ 0.000$ 0.520$ 0.762$ 51.88 " 173.1 $ 86.24 " 77.23 " 33.12 " 3.662$ 0.315$ 20
21 0.043$ 0.000$ 0.000$ 0.419$ 0.742$ 36.31 " 138.2 $ 75.44 " 66.80 " 27.30 " 2.184$ 0.256$ 21
22 0.050$ 0.000$ 0.000$ 0.410$ 0.746$ 28.54 " 122.6 " 66.09 " 63.01 " 24.39 " 2.453$ 0.193$ 22
23 0.056$ 0.000$ 0.000$ 0.475$ 0.818$ 23.38 " 104.8 " 59.56 " 68.05 " 21.82 " 2.399$ 0.162$ 23
24 0.060$ 0.000$ 0.000$ 0.556$ 0.817$ 22.10 " 120.2 $ 54.79 " 62.21 " 22.02 " 2.489$ 0.149$ 24
25 0.054$ 0.000$ 0.000$ 0.707$ 0.831$ 21.12 " 135.9 $ 63.75 " 53.02 " 21.30 " 2.399$ 0.134$ 25
26 0.042$ 0.000$ 0.000$ 0.938$ 0.794$ 25.60 " 128.2 $ 80.13 " 53.90 " 18.52 " 2.192$ 0.255$ 26
27 0.020$ 0.000$ 0.000$ 0.667$ 0.740$ 29.72 " 138.7 $ 97.84 " 45.76 " 14.98 " 1.974$ 0.199$ 27
28 0.005$ 0.000$ 0.000$ 0.749$ 0.682$ 26.80 " 106.9 " 86.52 " 41.51 " 14.81 " 1.640$ 0.184$ 28
29 0.000$ 0.000$ 0.708$ 0.707$ 58.63 " 94.11 " 98.70 $ 36.39 " 19.59 " 1.386$ 0.144$ 29
30 0.000$ 0.000$ 0.714$ 0.777$ 61.15 " 117.1 $ 128.0 $ 33.22 " 17.69 " 1.461$ 0.136$ 30
31 0.000$ 0.000$ 0.750$ 101.7 " 134.0 $ 15.91 " 0.111$ 31
Mean 0.146$ 0.000$ 0.000$ 0.293$ 1.106$ 30.24 $ 156.4 $ 108.1 $ 98.16 $ 26.58 " 8.352$ 0.458$
Median 0.153$ 0.000$ 0.000$ 0.046$ 0.817$ 24.34 $ 125.0 $ 98.70 $ 80.33 $ 24.39 " 5.346$ 0.424$
Maximum 0.410$ 0.000$ 0.000$ 0.938$ 2.698$ 82.75 $ 375.8 $ 207.7 $ 276.6 $ 63.22 " 30.63 $ 1.069$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.569$ 0.695$ 61.59 $ 54.79 $ 33.22 $ 14.81 " 1.386$ 0.111$
Total 4.514$ 0.000$ 0.000$ 8.791$ 34.30 $ 907.2 $4847 $3352 $2945 $ 824.0 " 250.6 $ 14.20 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.13 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.640$ $ ... Relative Uncertainty +/-20%
Annual Total 13188 $
Maximum Minimum
Daily 375.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.121$ 0.000$ 0.296$ 0.000$ 0.298$ 5.855$ 65.77 " 121.5 $ 40.91 " 81.41 " 10.04 " 2.732$ 1
2 0.101$ 0.000$ 0.211$ 0.000$ 0.274$ 4.297$ 47.99 " 100.3 " 37.80 " 70.10 " 8.715" 2.186$ 2
3 0.078$ 0.000$ 0.169$ 0.000$ 0.248$ 4.022$ 91.95 $ 408.6 $ 35.36 " 61.67 " 7.972" 1.877$ 3
4 0.063$ 0.000$ 0.145$ 0.000$ 0.212$ 3.670$ 131.6 $ 296.5 $ 55.61 " 53.58 " 7.422" 1.577$ 4
5 0.033$ 0.000$ 0.133$ 0.000$ 0.257$ 3.403$ 199.5 $ 181.2 $ 54.25 " 45.57 " 6.829" 1.406$ 5
6 0.015$ 0.000$ 0.124$ 0.000$ 0.293$ 3.047$ 178.9 $ 144.4 $ 42.10 " 41.22 " 6.454" 1.247$ 6
7 0.006$ 0.000$ 0.114$ 0.000$ 0.298$ 2.851$ 114.9 " 118.5 " 42.47 " 36.27 " 6.116" 1.073$ 7
8 0.002$ 0.000$ 0.077$ 0.000$ 0.321$ 2.783$ 94.80 " 96.90 " 46.20 " 31.71 " 5.770$ 0.945$ 8
9 0.002$ 0.000$ 0.019$ 0.000$ 0.343$ 2.590$ 132.6 $ 90.59 " 58.65 " 28.96 " 5.377$ 0.762$ 9
10 0.004$ 0.000$ 0.000$ 0.000$ 0.352$ 2.994$ 182.6 $ 89.92 " 124.7 $ 27.02 " 4.963$ 0.779$ 10
11 0.001$ 0.000$ 0.000$ 0.000$ 0.360$ 2.697$ 208.9 $ 153.2 $ 140.7 $ 24.38 " 4.399$ 0.772$ 11
12 0.001$ 0.000$ 0.000$ 0.250$ 0.786$ 2.688$ 131.8 $ 125.1 $ 131.6 " 24.66 " 3.918$ 0.748$ 12
13 0.000$ 0.000$ 0.000$ 0.128$ 0.667$ 2.663$ 105.3 " 99.47 " 129.4 " 35.83 " 3.216$ 0.803$ 13
14 0.000$ 0.000$ 0.000$ 0.120$ 0.523$ 2.544$ 163.9 $ 91.39 " 102.8 " 37.94 " 3.281$ 0.825$ 14
15 0.000$ 0.000$ 0.000$ 0.157$ 0.621$ 2.322$ 132.9 $ 85.27 " 92.33 " 31.22 " 3.104$ 0.595$ 15
16 0.000$ 0.620$ 0.000$ 0.166$ 1.171$ 2.347$ 102.3 " 91.38 " 83.04 " 28.15 " 3.357$ 0.528$ 16
17 0.000$ 0.546$ 0.000$ 0.193$ 0.765$ 2.240$ 91.40 " 86.79 " 74.53 " 26.10 " 3.469$ 0.634$ 17
18 0.000$ 0.352$ 0.000$ 0.302$ 0.522$ 2.061$ 80.82 " 75.59 " 65.96 " 25.70 " 5.521$ 0.668$ 18
19 0.000$ 0.847$ 0.000$ 0.252$ 0.438$ 1.869$ 67.25 " 66.50 " 62.96 " 23.51 " 11.70 " 0.544$ 19
20 0.000$ 0.920$ 0.000$ 0.246$ 0.808$ 1.855$ 69.96 " 67.50 " 168.3 $ 22.31 " 12.07 " 0.359$ 20
21 0.000$ 0.895$ 0.000$ 0.215$ 1.831$ 1.931$ 74.44 " 87.23 $ 188.9 $ 21.40 " 9.117" 0.430$ 21
22 0.000$ 0.891$ 0.000$ 0.217$ 3.283$ 1.859$ 72.39 " 166.7 $ 277.0 $ 19.72 " 6.850" 0.427$ 22
23 0.000$ 0.874$ 0.000$ 0.175$ 4.560$ 2.062$ 61.39 " 123.1 $ 259.5 $ 18.20 " 5.531$ 0.304$ 23
24 0.000$ 0.877$ 0.000$ 0.210$ 3.650$ 2.765$ 53.08 " 101.4 " 200.3 $ 16.42 " 4.949$ 0.322$ 24
25 0.000$ 0.840$ 0.000$ 0.220$ 3.121$ 27.88 " 48.06 " 92.75 " 181.1 $ 14.95 " 4.677$ 0.310$ 25
26 0.000$ 0.708$ 0.000$ 0.392$ 2.842$ 49.55 " 52.02 " 83.72 " 138.0 $ 13.34 " 4.278$ 0.230$ 26
27 0.000$ 0.598$ 0.000$ 0.252$ 2.480$ 77.37 " 60.76 " 72.79 " 118.3 " 13.17 " 4.083$ 0.142$ 27
28 0.000$ 0.414$ 0.000$ 0.265$ 2.212$ 116.1 " 51.34 " 66.00 " 99.77 " 6.194$ 3.705$ 0.106$ 28
29 0.000$ 0.000$ 0.313$ 2.085$ 119.6 " 42.41 " 59.52 " 94.08 " 10.69 $ 3.422$ 0.076$ 29
30 0.000$ 0.000$ 0.333$ 2.366$ 92.78 " 112.8 $ 52.13 " 89.82 " 10.88 " 2.987$ 0.096$ 30
31 0.000$ 0.000$ 3.196$ 154.7 $ 46.55 " 10.49 " 0.110$ 31
Mean 0.014$ 0.335$ 0.042$ 0.147$ 1.328$ 18.36 $ 102.5 $ 114.3 $ 107.9 $ 29.44 $ 5.777$ 0.762$
Median 0.000$ 0.000$ 0.000$ 0.171$ 0.667$ 2.774$ 91.95 $ 91.39 $ 93.21 $ 25.70 $ 5.170$ 0.634$
Maximum 0.121$ 0.920$ 0.296$ 0.392$ 4.560$ 119.6 $ 208.9 $ 408.6 $ 277.0 $ 81.41 $ 12.07 $ 2.732$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.212$ 1.855$ 42.41 $ 46.55 $ 35.36 $ 6.194$ 2.987$ 0.076$
Total 0.426$ 9.381$ 1.289$ 4.406$ 41.18 $ 550.7 $3179 $3543 $3236 $ 912.8 $ 173.3 $ 23.62 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 31.99 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.366$ $ ... Relative Uncertainty +/-20%
Annual Total 11675 $
Maximum Minimum
Daily 408.6 $ 0.000$
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.131$ 0.000$ 0.000& 0.000& 0.000& 0.000& 116.1 & 82.94 & 111.6 & 24.43 & 4.103& 2.221& 1
2 0.081$ 0.000$ 0.000& 0.000& 0.000& 0.000& 167.2 & 79.69 & 98.98 & 21.14 & 3.822& 1.885& 2
3 0.037$ 0.000$ 0.000& 0.000& 0.000& 0.000& 199.7 & 68.98 & 88.47 & 18.07 & 4.740& 1.531& 3
4 0.021$ 0.000$ 0.000& 0.000& 0.000& 0.000& 152.7 & 63.08 & 80.96 & 16.48 & 6.759& 1.342& 4
5 0.124$ 0.000$ 0.000& 0.000& 0.000& 0.011& 126.6 & 93.70 & 79.58 & 16.80 & 6.011& 1.270& 5
6 0.245$ 0.000$ 0.000& 0.000& 0.000& 10.14 & 110.3 & 109.3 & 83.64 & 22.59 & 4.174& 1.168& 6
7 0.084$ 0.000$ 0.000& 0.000& 0.000& 31.06 & 284.8 & 84.52 & 78.31 & 30.54 & 3.782& 1.022& 7
8 0.063$ 0.000$ 0.000& 0.000& 0.000& 69.61 & 357.6 & 74.61 & 73.65 & 24.50 & 3.506& 0.864& 8
9 0.029$ 0.000$ 0.000& 0.000& 0.022& 55.78 & 212.4 & 65.10 & 69.75 & 19.19 & 3.310& 0.805& 9
10 0.015$ 0.000$ 0.000& 0.000& 0.079& 74.63 & 158.8 & 57.98 & 61.39 & 17.20 & 3.499& 0.665& 10
11 0.004$ 0.000$ 0.000& 0.000& 0.134& 380.2 & 129.7 & 66.90 & 53.27 & 18.47 & 4.469& 0.440& 11
12 0.000$ 0.000$ 0.000& 0.000& 0.000& 319.5 & 110.3 & 124.5 & 48.61 & 28.12 & 5.501& 0.353& 12
13 0.000$ 0.000$ 0.000& 0.000& 0.000& 192.2 & 95.08 & 104.5 & 44.14 & 32.19 & 5.310& 0.431& 13
14 0.000$ 0.000$ 0.000& 0.000& 0.000& 121.3 & 85.60 & 103.5 & 39.16 & 23.10 & 4.500& 0.429& 14
15 0.000$ 0.000$ 0.000& 0.000& 0.000& 96.89 & 78.34 & 93.26 & 35.59 & 18.63 & 3.507& 0.424& 15
16 0.000$ 0.000$ 0.000& 0.000& 0.017& 141.4 & 71.39 & 86.22 & 33.94 & 18.85 & 2.737& 0.417& 16
17 0.000$ 0.000$ 0.000& 0.000& 0.002& 284.4 & 63.99 & 80.74 & 32.13 & 17.79 & 2.882& 0.443& 17
18 0.000$ 0.000$ 0.000& 0.000& 1.893& 156.0 & 58.10 & 81.72 & 29.49 & 14.85 & 3.472& 0.274& 18
19 0.000$ 0.000$ 0.000& 0.000& 0.529& 111.9 & 52.93 & 76.47 & 40.71 & 12.70 & 3.441& 0.196& 19
20 0.000$ 0.000$ 0.000& 0.000& 0.235& 93.66 & 49.25 & 83.19 & 42.37 & 10.97 & 2.831& 0.175& 20
21 0.000$ 0.000$ 0.000& 0.000& 5.530& 80.70 & 82.22 & 118.6 & 36.15 & 10.46 & 2.271& 0.150& 21
22 0.000$ 0.000$ 0.000& 0.000& 2.484& 336.2 & 149.6 & 114.0 & 31.48 & 6.743& 1.798& 0.132& 22
23 0.000$ 0.000$ 0.000& 0.000& 0.533& 221.5 & 138.8 & 167.5 & 26.96 & 11.62 & 1.518& 0.121& 23
24 0.000$ 0.000$ 0.000& 0.000& 0.152& 150.6 & 106.8 & 283.9 & 24.11 & 8.575& 1.369& 0.106& 24
25 0.000$ 0.000$ 0.000& 0.000& 0.041& 118.9 & 91.44 & 374.9 & 22.04 & 7.325& 1.586& 0.114& 25
26 0.000$ 0.000$ 0.000& 0.000& 0.010& 98.41 & 79.83 & 336.0 & 21.05 & 6.934& 2.222& 0.118& 26
27 0.000$ 0.000$ 0.000& 0.000& 0.002& 205.6 & 74.11 & 281.3 & 19.62 & 5.672& 4.863& 0.104& 27
28 0.000$ 0.000$ 0.000& 0.000& 0.000& 236.8 & 66.84 & 230.4 & 19.11 & 5.370& 5.885& 0.175& 28
29 0.000$ 0.000& 0.000& 0.000& 0.000& 161.7 & 61.15 & 175.3 & 17.79 & 4.740& 4.263& 0.226& 29
30 0.000$ 0.000& 0.000& 0.000& 129.2 & 71.34 & 144.7 & 17.61 & 4.456& 2.984& 0.214& 30
31 0.000$ 0.000& 0.001& 62.97 & 126.0 & 4.370& 0.201& 31
Mean 0.027$ 0.000& 0.000& 0.000& 0.376& 129.3 & 118.3 & 130.1 & 48.72 & 15.58 & 3.704& 0.581&
Median 0.000$ 0.000& 0.000& 0.000& 0.001& 115.4 & 95.08 & 93.70 & 39.94 & 16.80 & 3.507& 0.417&
Maximum 0.245$ 0.000& 0.000& 0.000& 5.530& 380.2 & 357.6 & 374.9 & 111.6 & 32.19 & 6.759& 2.221&
Minimum 0.000$ 0.000& 0.000& 0.000& 0.000& 0.000& 49.25 & 57.98 & 17.61 & 4.370& 1.369& 0.104&
Total 0.834$ 0.000& 0.000& 0.000& 11.66 &3878 &3666 &4033 &1462 & 482.9 & 111.1 & 18.01 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 37.33 & $ ... Relative Uncertainty +/-20%
Ann. Median 1.444& & ... Relative Uncertainty +/-30%
Annual Total 13664 &
Maximum Minimum
Daily 380.2 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.200& 0.000& 0.000& 19.26 & 1.093& 18.23 $ 92.19 $ 65.54 $ 77.58 $ 152.8 " 48.16 $ 17.93 $ 1
2 0.159& 0.000& 0.000& 6.088& 2.412& 17.18 $ 78.14 $ 95.35 $ 75.06 $ 147.1 " 42.22 $ 16.30 $ 2
3 0.108& 0.000& 0.000& 1.929& 2.473& 17.97 $ 130.8 $ 90.97 $ 70.85 $ 123.2 " 39.96 $ 14.67 $ 3
4 0.110& 0.000& 0.000& 1.316& 1.738& 20.29 $ 272.0 " 74.84 $ 78.38 $ 168.4 " 39.54 $ 14.18 $ 4
5 0.097& 0.000& 0.000& 0.944& 1.304& 21.39 $ 188.0 " 79.49 $ 147.1 $ 173.4 " 43.95 $ 14.74 $ 5
6 0.087& 0.000& 0.000& 0.739& 1.177& 23.25 $ 140.9 " 79.61 $ 583.5 $ 276.2 " 44.41 $ 14.91 $ 6
7 0.072& 0.000& 0.000& 0.712& 1.180& 67.35 $ 116.5 " 73.21 $ 479.2 $ 223.5 " 40.36 $ 14.59 $ 7
8 0.064& 0.000& 0.000& 0.799& 1.291& 86.59 $ 101.5 $ 66.01 $ 416.9 $ 174.9 " 48.15 $ 14.21 $ 8
9 0.048& 0.000& 0.000& 0.960& 1.253& 235.5 " 87.67 $ 59.19 $ 357.5 $ 161.9 " 43.97 $ 14.03 $ 9
10 0.020& 0.000& 0.000& 0.971& 1.150& 341.1 $ 76.10 $ 61.06 $ 272.5 " 135.6 " 37.96 $ 13.52 $ 10
11 0.016& 0.000& 0.000& 0.983& 1.387& 239.8 " 67.73 $ 60.88 $ 226.5 " 118.4 " 35.83 $ 14.89 $ 11
12 0.010& 0.000& 0.000& 0.874& 1.738& 176.4 " 61.80 $ 113.2 $ 217.0 " 111.0 $ 33.82 $ 16.84 $ 12
13 0.005& 0.000& 0.000& 0.774& 2.172& 135.8 " 105.5 $ 237.0 " 187.9 " 98.50 $ 31.24 $ 17.21 $ 13
14 0.003& 0.000& 0.000& 0.682& 3.224& 111.1 $ 169.3 " 241.9 " 211.2 " 85.25 $ 28.97 $ 15.14 $ 14
15 0.000& 0.000& 0.000& 0.666& 5.119& 97.24 $ 124.8 " 193.2 " 163.2 " 77.67 $ 27.27 $ 13.48 $ 15
16 0.000& 0.000& 0.000& 0.665& 50.31 $ 86.02 $ 104.6 $ 522.2 $ 140.8 " 70.37 $ 25.34 $ 12.79 $ 16
17 0.000& 0.000& 0.000& 0.595& 57.68 $ 90.11 $ 88.86 $ 665.0 $ 211.5 " 66.91 $ 22.49 $ 12.21 $ 17
18 0.000& 0.000& 0.000& 0.574& 49.16 $ 80.50 $ 79.78 $ 657.5 $ 201.0 " 60.40 $ 20.63 $ 11.57 $ 18
19 0.000& 0.000& 0.000& 0.605& 279.7 " 70.09 $ 70.69 $ 391.5 $ 163.7 " 52.39 $ 19.57 $ 10.05 $ 19
20 0.000& 0.000& 0.000& 0.605& 154.0 " 61.25 $ 67.58 $ 299.0 " 146.9 " 48.50 $ 18.14 $ 9.124$ 20
21 0.000& 0.000& 0.000& 1.046& 96.53 $ 55.48 $ 154.0 $ 250.8 " 135.5 " 59.74 $ 8.826$ 8.109$ 21
22 0.000& 0.000& 0.000& 2.137& 67.29 $ 51.26 $ 145.7 " 206.2 " 120.8 " 84.19 $ 8.521$ 7.669$ 22
23 0.000& 0.000& 0.000& 2.086& 49.14 $ 156.4 $ 152.4 " 168.4 " 110.9 $ 63.78 $ 13.13 $ 8.362$ 23
24 0.000& 0.000& 0.000& 1.641& 39.30 $ 203.9 " 132.9 " 146.4 " 99.22 $ 57.94 $ 12.94 $ 9.183$ 24
25 0.000& 0.000& 0.000& 1.408& 34.50 $ 138.0 " 121.9 " 130.9 " 88.31 $ 76.90 $ 12.09 $ 8.742$ 25
26 0.000& 0.000& 0.000& 1.475& 30.87 $ 112.6 $ 110.9 $ 115.7 " 80.58 $ 72.50 $ 11.13 $ 7.585$ 26
27 0.000& 0.000& 0.000& 1.383& 27.81 $ 93.08 $ 101.2 $ 107.8 " 93.52 $ 58.10 $ 18.23 $ 6.719$ 27
28 0.000& 0.000& 0.000& 1.173& 24.95 $ 80.20 $ 95.71 $ 119.6 " 101.4 $ 51.88 $ 36.62 $ 6.381$ 28
29 0.000& 0.000& 0.997& 23.41 $ 78.38 $ 86.19 $ 109.2 $ 107.4 $ 47.01 $ 26.57 $ 6.199$ 29
30 0.000& 0.000& 1.008& 21.33 $ 99.51 $ 77.77 $ 96.76 $ 110.8 $ 46.61 $ 20.86 $ 5.965$ 30
31 0.000& 0.000& 19.47 $ 68.08 $ 83.70 $ 59.87 $ 4.682& 31
Mean 0.032& 0.000& 0.000& 1.837& 34.00 & 102.2 $ 112.0 $ 182.6 $ 182.6 $ 103.4 $ 28.70 $ 11.68 &
Median 0.000& 0.000& 0.000& 0.977& 19.47 & 86.31 $ 101.5 $ 113.2 $ 143.8 $ 77.67 $ 28.12 $ 12.79 &
Maximum 0.200& 0.000& 0.000& 19.26 & 279.7 & 341.1 $ 272.0 $ 665.0 $ 583.5 $ 276.2 $ 48.16 $ 17.93 &
Minimum 0.000& 0.000& 0.000& 0.574& 1.093& 17.18 $ 61.80 $ 59.19 $ 70.85 $ 46.61 $ 8.521$ 4.682&
Total 1.001& 0.000& 0.000& 55.10 &1054 &3066 $3471 $5662 $5477 $3205 $ 860.9 $ 362.0 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 63.60 & " ... Relative Uncertainty +/-10%
Ann. Median 21.33 & $ ... Relative Uncertainty +/-20%
Annual Total 23214 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 665.0 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 3.924& 1.125& 0.071& 0.002& 0.918& 1.136& 5.353& 52.28 $ 134.6 " 31.24 $ 7.807$ 1.502& 1
2 3.694& 0.977& 0.040& 0.015& 0.791& 1.074& 5.015& 84.98 $ 103.2 $ 29.86 $ 7.477$ 1.547& 2
3 3.404& 0.810& 0.036& 0.084& 0.686& 0.755& 6.299$ 63.60 $ 83.29 $ 32.32 $ 7.021$ 1.339& 3
4 4.144& 0.726& 0.081& 0.084& 0.694& 0.557& 6.517$ 46.00 $ 73.37 $ 45.36 $ 6.658$ 1.037& 4
5 4.416& 0.569& 0.052& 0.082& 1.470& 0.497& 6.234$ 44.43 $ 63.56 $ 38.16 $ 5.841$ 0.580& 5
6 3.925& 0.513& 0.015& 0.084& 1.777& 0.481& 5.874$ 48.36 $ 56.03 $ 33.21 $ 5.431$ 0.622& 6
7 3.300& 0.440& 0.003& 0.095& 1.709& 0.468& 4.967& 245.4 $ 50.71 $ 29.68 $ 4.979& 0.578& 7
8 2.388& 0.322& 0.003& 0.103& 1.707& 0.419& 4.297& 224.9 " 46.06 $ 26.14 $ 5.700$ 0.588& 8
9 1.416& 0.377& 0.002& 0.083& 1.846& 0.425& 4.982& 132.7 $ 43.83 $ 24.29 $ 5.957$ 0.531& 9
10 0.810& 0.384& 0.002& 0.096& 1.808& 0.521& 4.937& 90.61 $ 44.03 $ 23.00 $ 6.030$ 0.488& 10
11 0.889& 0.388& 0.002& 0.156& 1.514& 0.485& 5.997$ 69.02 $ 149.9 $ 26.06 $ 6.737$ 0.383& 11
12 0.807& 0.359& 0.001& 0.171& 1.345& 0.431& 5.071& 65.82 $ 195.0 " 38.49 $ 7.743$ 0.376& 12
13 0.839& 0.339& 0.001& 0.191& 1.283& 0.742& 4.647& 66.75 $ 148.5 " 37.07 $ 8.492$ 0.311& 13
14 0.909& 0.308& 0.001& 0.212& 1.279& 0.895& 4.734& 69.84 $ 109.9 $ 31.44 $ 6.913$ 0.314& 14
15 1.255& 0.303& 0.001& 0.209& 1.334& 0.703& 4.570& 303.4 " 88.38 $ 27.71 $ 5.494$ 0.261& 15
16 1.386& 0.390& 0.000& 0.184& 1.167& 0.570& 4.458& 232.7 " 73.04 $ 24.93 $ 4.489& 0.249& 16
17 1.071& 0.482& 0.000& 0.129& 1.215& 0.481& 4.220& 142.0 " 65.18 $ 22.60 $ 4.222& 0.200& 17
18 0.850& 0.413& 0.000& 0.210& 1.363& 0.636& 3.657& 115.1 $ 65.13 $ 21.95 $ 3.879& 0.191& 18
19 0.761& 0.347& 0.000& 0.303& 1.368& 0.912& 3.042& 267.2 " 67.60 $ 20.88 $ 3.787& 0.237& 19
20 0.709& 0.300& 0.000& 0.390& 1.275& 1.263& 8.954& 248.0 " 60.65 $ 18.86 $ 3.876& 0.247& 20
21 0.677& 0.228& 0.000& 0.498& 1.278& 0.914& 27.48 $ 184.5 " 62.20 $ 17.06 $ 3.363& 0.246& 21
22 0.565& 0.162& 0.000& 0.826& 0.837& 1.549& 22.08 $ 740.2 $ 69.79 $ 15.91 $ 3.111& 0.192& 22
23 0.526& 0.193& 0.000& 0.736& 0.881& 2.233& 15.60 $ 487.4 $ 60.32 $ 15.75 $ 2.848& 0.260& 23
24 1.299& 0.183& 0.000& 1.185& 0.477& 1.810& 21.05 $ 291.7 " 50.75 $ 10.05 $ 2.130& 0.213& 24
25 3.900& 0.161& 0.001& 5.125& 0.325& 1.572& 37.83 $ 224.1 " 44.04 $ 7.284$ 1.654& 0.162& 25
26 6.195& 0.136& 0.027& 1.598& 0.694& 1.657& 28.48 $ 181.7 " 41.84 $ 8.203$ 1.285& 0.183& 26
27 5.215& 0.117& 0.025& 0.879& 0.877& 4.656& 37.50 $ 141.3 " 39.25 $ 10.32 $ 1.097& 0.130& 27
28 5.623& 0.092& 0.018& 0.841& 1.169& 3.982& 59.35 $ 116.1 $ 37.24 $ 10.04 $ 1.140& 0.073& 28
29 2.954& 0.017& 0.883& 1.899& 6.228& 43.35 $ 98.66 $ 35.19 $ 9.517$ 1.629& 0.042& 29
30 1.665& 0.011& 0.882& 1.128& 6.456$ 46.69 $ 86.42 $ 33.33 $ 8.838$ 1.385& 0.047& 30
31 1.225& 0.004& 1.067& 41.73 $ 145.4 $ 8.272$ 0.054& 31
Mean 2.282& 0.398& 0.013& 0.545& 1.199& 1.484& 15.64 & 171.3 $ 73.19 $ 22.73 $ 4.606& 0.425&
Median 1.386& 0.353& 0.002& 0.200& 1.275& 0.825& 5.997& 132.7 $ 62.88 $ 23.00 $ 4.734& 0.260&
Maximum 6.195& 1.125& 0.081& 5.125& 1.899& 6.456& 59.35 & 740.2 $ 195.0 $ 45.36 $ 8.492& 1.547&
Minimum 0.526& 0.092& 0.000& 0.002& 0.325& 0.419& 3.042& 44.43 $ 33.33 $ 7.284$ 1.097& 0.042&
Total 70.74 & 11.14 & 0.413& 16.34 & 37.18 & 44.51 & 485.0 &5311 $2196 $ 704.5 $ 138.2 & 13.19 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.73 & " ... Relative Uncertainty +/-10%
Ann. Median 1.502& $ ... Relative Uncertainty +/-20%
Annual Total 9028 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 740.2 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.060& 0.000& 0.000& 0.000& 1.051& 1.925& 64.86 $ 416.8 $ 303.1 " 117.5 " 19.85 $ 0.684& 1
2 0.122& 0.000& 0.000& 0.000& 0.448& 2.067& 115.7 $ 313.7 " 269.4 " 102.5 $ 17.55 $ 0.876& 2
3 0.989& 0.000& 0.000& 0.000& 0.362& 2.276& 128.3 $ 226.8 " 215.2 " 87.70 $ 15.82 $ 1.112& 3
4 0.767& 0.000& 0.000& 0.000& 0.403& 2.106& 79.00 $ 176.6 " 188.9 " 77.89 $ 14.42 $ 1.200& 4
5 0.566& 0.000& 0.000& 0.000& 0.626& 2.283& 51.61 $ 142.7 " 187.7 " 68.23 $ 13.18 $ 1.286& 5
6 0.471& 0.000& 0.000& 0.000& 0.658& 2.699& 39.83 $ 177.0 " 148.8 " 60.03 $ 12.26 $ 1.357& 6
7 0.385& 0.000& 0.000& 0.000& 0.669& 3.060& 39.38 $ 216.2 " 173.2 " 53.41 $ 11.63 $ 1.542& 7
8 0.269& 0.000& 0.000& 0.000& 0.698& 2.830& 175.7 $ 157.9 " 219.2 " 70.78 $ 11.29 $ 1.862& 8
9 0.283& 0.000& 0.000& 0.000& 0.716& 2.629& 126.3 $ 130.3 " 168.2 " 85.02 $ 10.59 $ 1.922& 9
10 0.224& 0.000& 0.000& 0.000& 0.768& 2.617& 78.87 $ 204.1 " 135.3 " 68.03 $ 9.656$ 1.279& 10
11 0.184& 0.000& 0.000& 0.000& 0.815& 2.582& 57.09 $ 227.4 " 120.4 " 67.95 $ 8.559$ 0.809& 11
12 0.248& 0.000& 0.000& 0.000& 1.009& 2.497& 44.61 $ 164.3 " 192.9 " 56.32 $ 7.632$ 0.624& 12
13 0.281& 0.000& 0.000& 0.000& 1.008& 2.843& 38.41 $ 133.9 " 231.9 " 46.92 $ 6.937$ 0.518& 13
14 0.279& 0.000& 0.000& 0.000& 1.010& 3.484& 34.44 $ 127.5 " 206.5 " 41.80 $ 6.107$ 0.440& 14
15 0.198& 0.000& 0.000& 0.000& 1.046& 3.048& 30.63 $ 106.8 $ 238.3 " 38.17 $ 5.520$ 0.356& 15
16 0.067& 0.000& 0.000& 0.000& 1.007& 4.249& 27.56 $ 91.65 $ 238.6 " 34.73 $ 5.081$ 0.257& 16
17 0.044& 0.000& 0.000& 0.000& 0.948& 4.112& 26.03 $ 80.75 $ 202.9 " 33.38 $ 4.625& 0.589& 17
18 0.026& 0.000& 0.000& 0.000& 1.001& 3.713& 23.85 $ 71.78 $ 217.4 " 39.80 $ 4.310& 0.794& 18
19 0.028& 0.000& 0.000& 0.000& 1.009& 3.446& 29.78 $ 65.98 $ 212.1 " 36.58 $ 2.204& 1.058& 19
20 0.024& 0.000& 0.000& 0.000& 1.154& 3.287& 113.2 $ 65.73 $ 168.7 " 33.21 $ 2.019& 1.535& 20
21 0.016& 0.000& 0.000& 0.000& 0.969& 3.236& 101.5 $ 60.21 $ 159.4 " 33.25 $ 1.836& 1.376& 21
22 0.002& 0.000& 0.000& 0.000& 0.970& 4.690& 231.1 " 77.48 $ 169.4 " 30.22 $ 1.586& 0.929& 22
23 0.001& 0.000& 0.000& 0.000& 1.153& 4.698& 272.2 " 159.2 " 140.9 " 27.22 $ 1.249& 0.590& 23
24 0.001& 0.000& 0.000& 0.000& 1.202& 5.168& 446.1 $ 107.9 $ 287.1 " 25.30 $ 0.972& 0.300& 24
25 0.000& 0.000& 0.000& 0.000& 1.212& 6.800$ 333.8 " 102.0 $ 287.0 " 23.33 $ 0.854& 0.169& 25
26 0.000& 0.000& 0.000& 0.000& 2.010& 6.718$ 253.8 " 746.3 $ 242.0 " 23.99 $ 0.727& 0.093& 26
27 0.000& 0.000& 0.000& 0.000& 2.077& 8.322$ 234.7 $ 469.2 $ 220.8 " 28.76 $ 0.654& 0.069& 27
28 0.000& 0.000& 0.000& 0.000& 2.692& 33.12 $ 450.7 $ 364.6 " 181.6 " 27.76 $ 0.614& 0.039& 28
29 0.000& 0.000& 0.000& 1.754& 44.59 $ 302.0 " 596.7 $ 152.0 " 25.10 $ 0.576& 0.037& 29
30 0.000& 0.000& 0.165& 1.633& 34.15 $ 320.1 $ 670.1 $ 133.3 " 23.41 $ 0.589& 0.067& 30
31 0.000& 0.000& 1.762& 458.1 $ 382.5 $ 21.85 $ 0.095& 31
Mean 0.179& 0.000& 0.000& 0.005& 1.092& 6.975& 152.5 $ 226.9 $ 200.4 " 48.71 $ 6.630& 0.770&
Median 0.060& 0.000& 0.000& 0.000& 1.008& 3.262& 101.5 $ 159.2 $ 197.9 " 38.17 $ 5.301& 0.684&
Maximum 0.989& 0.000& 0.000& 0.165& 2.692& 44.59 & 458.1 $ 746.3 $ 303.1 " 117.5 $ 19.85 & 1.922&
Minimum 0.000& 0.000& 0.000& 0.000& 0.362& 1.925& 23.85 $ 60.21 $ 120.4 " 21.85 $ 0.576& 0.037&
Total 5.536& 0.000& 0.000& 0.165& 33.84 & 209.3 &4729 $7034 $6012 "1510 $ 198.9 & 23.86 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 54.13 & " ... Relative Uncertainty +/-10%
Ann. Median 1.586& $ ... Relative Uncertainty +/-20%
Annual Total 19757 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 746.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.129& 0.000& 0.000& 0.000& 0.661& 20.77 $ 44.37 $ 275.6 " 20.32 $ 35.75 $ 12.46 $ 2.389& 1
2 0.124& 0.000& 0.000& 0.000& 0.570& 18.92 $ 38.29 $ 390.8 $ 19.64 $ 35.60 $ 11.69 $ 1.999& 2
3 0.136& 0.000& 0.000& 0.000& 0.532& 16.10 $ 34.78 $ 288.4 " 18.24 $ 30.72 $ 10.65 $ 1.678& 3
4 0.147& 0.478& 0.000& 0.000& 0.473& 14.06 $ 32.17 $ 204.7 " 16.75 $ 28.45 $ 12.67 $ 1.470& 4
5 0.098& 0.533& 0.000& 0.000& 0.461& 12.06 $ 32.91 $ 156.9 " 15.30 $ 30.57 $ 16.72 $ 1.300& 5
6 0.058& 0.136& 0.000& 0.000& 0.484& 10.02 $ 31.78 $ 131.0 " 14.28 $ 26.78 $ 19.82 $ 1.168& 6
7 0.042& 0.007& 0.000& 0.000& 0.487& 9.157$ 28.77 $ 111.8 $ 13.37 $ 23.77 $ 20.19 $ 1.090& 7
8 0.074& 0.003& 0.000& 0.118& 0.488& 8.500$ 27.56 $ 95.47 $ 12.83 $ 21.17 $ 16.76 $ 0.867& 8
9 0.072& 0.003& 0.000& 0.095& 0.549& 50.89 $ 29.34 $ 82.58 $ 12.40 $ 18.99 $ 14.17 $ 0.752& 9
10 0.061& 0.024& 0.000& 0.080& 1.129& 69.44 $ 34.66 $ 74.26 $ 12.04 $ 17.29 $ 12.11 $ 0.643& 10
11 0.062& 0.002& 0.000& 0.097& 1.317& 44.65 $ 47.42 $ 65.73 $ 13.99 $ 16.36 $ 10.04 $ 0.578& 11
12 0.077& 0.001& 0.000& 0.049& 1.298& 39.27 $ 43.69 $ 56.77 $ 15.70 $ 15.49 $ 8.857$ 0.487& 12
13 0.098& 0.000& 0.000& 0.051& 1.317& 31.25 $ 38.83 $ 51.08 $ 15.26 $ 15.24 $ 8.067$ 0.338& 13
14 0.068& 0.000& 0.000& 0.047& 1.061& 26.11 $ 35.13 $ 46.32 $ 14.67 $ 14.48 $ 6.947$ 0.275& 14
15 0.033& 0.000& 0.000& 0.043& 1.108& 44.89 $ 119.9 $ 40.93 $ 13.45 $ 13.25 $ 5.795$ 0.190& 15
16 0.015& 0.000& 0.000& 0.109& 0.877& 95.77 $ 250.7 " 37.29 $ 12.80 $ 11.99 $ 5.014& 0.112& 16
17 0.005& 0.000& 0.000& 0.702& 1.138& 62.55 $ 165.1 " 34.21 $ 23.79 $ 11.31 $ 1.773& 0.057& 17
18 0.003& 0.000& 0.000& 0.369& 1.987& 43.68 $ 292.2 " 31.84 $ 40.96 $ 9.952& 2.018& 0.034& 18
19 0.002& 0.000& 0.000& 0.176& 3.122& 36.13 $ 250.1 " 33.60 $ 41.03 $ 2.973& 2.854& 0.022& 19
20 0.001& 0.000& 0.000& 0.239& 1.942& 30.81 $ 156.7 " 32.89 $ 31.46 $ 4.723& 2.637& 0.016& 20
21 0.001& 0.000& 0.000& 0.319& 1.809& 27.73 $ 116.1 $ 29.88 $ 29.07 $ 7.289$ 2.493& 0.030& 21
22 0.001& 0.000& 0.000& 0.297& 3.839& 25.42 $ 91.20 $ 27.33 $ 32.43 $ 7.034$ 2.264& 0.026& 22
23 0.001& 0.000& 0.000& 0.339& 10.98 & 23.31 $ 248.0 $ 25.63 $ 27.85 $ 7.031$ 5.124& 0.018& 23
24 0.001& 0.000& 0.000& 0.250& 23.38 $ 23.83 $ 353.7 $ 24.84 $ 23.77 $ 10.59 $ 8.590$ 0.009& 24
25 0.001& 0.000& 0.000& 0.224& 19.95 $ 33.39 $ 222.3 " 24.66 $ 70.17 $ 92.58 $ 8.680$ 0.004& 25
26 0.000& 0.000& 0.000& 0.240& 17.02 $ 31.19 $ 203.1 " 23.20 $ 79.74 $ 46.48 $ 8.071$ 0.003& 26
27 0.000& 0.000& 0.000& 0.671& 13.37 $ 28.38 $ 171.0 " 21.21 $ 48.22 $ 28.17 $ 5.855$ 0.004& 27
28 0.000& 0.000& 0.000& 0.819& 14.91 $ 45.66 $ 196.5 " 20.26 $ 41.23 $ 20.91 $ 4.553& 0.002& 28
29 0.000& 0.000& 0.000& 0.802& 41.39 $ 70.83 $ 276.7 " 20.02 $ 41.26 $ 17.68 $ 3.772& 0.002& 29
30 0.000& 0.000& 0.791& 30.18 $ 57.39 $ 309.4 " 20.41 $ 38.78 $ 15.73 $ 2.923& 0.003& 30
31 0.000& 0.000& 22.78 $ 355.2 " 19.98 $ 13.48 $ 0.029& 31
Mean 0.042& 0.041& 0.000& 0.231& 7.116& 35.07 $ 138.0 $ 80.63 $ 27.03 $ 21.03 & 8.452& 0.503&
Median 0.015& 0.000& 0.000& 0.113& 1.317& 31.00 $ 116.1 $ 37.29 $ 19.98 $ 16.36 & 8.069& 0.112&
Maximum 0.147& 0.533& 0.000& 0.819& 41.39 & 95.77 $ 355.2 $ 390.8 $ 79.74 $ 92.58 & 20.19 & 2.389&
Minimum 0.000& 0.000& 0.000& 0.000& 0.461& 8.500$ 27.56 $ 19.98 $ 12.04 $ 2.973& 1.773& 0.002&
Total 1.310& 1.188& 0.000& 6.926& 220.6 &1052 $4277 $2500 $ 810.8 $ 651.8 & 253.6 & 15.60 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 26.75 & " ... Relative Uncertainty +/-10%
Ann. Median 4.196& $ ... Relative Uncertainty +/-20%
Annual Total 9791 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 390.8 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.025& 0.000& 0.000& 0.000& 0.000& 0.110& 246.6 " 87.11 $ 70.87 $ 72.63 $ 8.241$ 0.733& 1
2 0.033& 0.000& 0.000& 0.000& 0.000& 0.135& 163.9 " 79.55 $ 101.5 $ 66.45 $ 6.827$ 0.643& 2
3 0.020& 0.000& 0.000& 0.000& 0.000& 0.114& 124.2 " 71.49 $ 76.85 $ 63.34 $ 5.809$ 0.736& 3
4 0.019& 0.000& 0.000& 0.000& 0.000& 0.120& 98.33 $ 65.38 $ 64.46 $ 55.94 $ 5.107$ 0.509& 4
5 0.014& 0.000& 0.000& 0.000& 0.000& 0.130& 80.43 $ 60.45 $ 76.75 $ 49.82 $ 4.833& 0.395& 5
6 0.005& 0.000& 0.000& 0.000& 0.000& 0.143& 69.72 $ 78.08 $ 71.17 $ 44.62 $ 4.543& 0.298& 6
7 0.003& 0.000& 0.000& 0.000& 0.000& 0.140& 65.30 $ 80.92 $ 82.92 $ 41.31 $ 4.240& 0.221& 7
8 0.002& 0.000& 0.000& 0.000& 0.000& 0.157& 68.21 $ 67.01 $ 128.4 " 37.66 $ 3.969& 0.149& 8
9 0.001& 0.000& 0.000& 0.000& 0.000& 0.153& 105.6 $ 61.64 $ 103.2 $ 35.28 $ 3.698& 0.151& 9
10 0.001& 0.000& 0.000& 0.000& 0.000& 8.769& 336.5 $ 63.76 $ 123.2 $ 33.08 $ 3.536& 0.130& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.888& 259.7 " 74.09 $ 228.3 " 30.21 $ 2.789& 0.113& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.502& 164.4 " 100.4 $ 218.3 " 28.03 $ 4.852& 0.109& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.864& 117.5 $ 123.9 " 162.3 " 26.46 $ 15.67 $ 0.093& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.564& 92.91 $ 206.7 " 138.0 " 24.99 $ 20.39 $ 0.070& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.461& 80.63 $ 423.7 $ 183.0 " 23.32 $ 12.53 $ 0.049& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 1.895& 163.3 $ 312.0 " 154.4 " 20.93 $ 8.804$ 0.044& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 15.39 $ 328.4 " 243.8 " 131.4 " 19.01 $ 6.629$ 0.032& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 20.66 $ 241.4 " 264.1 " 229.9 " 16.98 $ 8.687$ 0.038& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 46.41 $ 571.6 $ 233.6 " 201.8 " 15.63 $ 21.43 $ 0.041& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 65.88 $ 596.1 $ 188.4 " 210.0 " 13.99 $ 20.78 $ 0.047& 20
21 0.000& 0.000& 0.000& 0.000& 0.008& 94.64 $ 490.9 $ 179.9 " 349.9 " 12.86 $ 13.80 $ 0.034& 21
22 0.000& 0.000& 0.000& 0.000& 0.161& 48.84 $ 333.2 $ 174.1 " 290.9 " 11.98 $ 10.50 $ 0.046& 22
23 0.000& 0.000& 0.000& 0.000& 0.127& 30.66 $ 493.9 $ 166.6 " 232.6 " 11.05 $ 8.193$ 0.047& 23
24 0.000& 0.000& 0.000& 0.000& 0.025& 51.15 $ 309.6 " 138.3 " 185.3 " 10.29 $ 5.924& 0.035& 24
25 0.000& 0.000& 0.000& 0.000& 0.034& 184.3 " 297.4 " 119.9 " 145.2 " 9.350$ 4.083& 0.054& 25
26 0.000& 0.000& 0.000& 0.000& 0.048& 123.5 $ 231.0 " 106.0 $ 119.5 " 8.826$ 3.074& 0.088& 26
27 0.000& 0.000& 0.000& 0.000& 0.054& 250.1 " 184.9 " 96.39 $ 103.0 $ 9.230$ 2.598& 0.102& 27
28 0.000& 0.000& 0.000& 0.000& 0.060& 474.6 $ 153.3 " 86.49 $ 101.1 $ 9.980$ 2.234& 0.222& 28
29 0.000& 0.000& 0.000& 0.067& 708.3 $ 129.1 " 75.89 $ 96.12 $ 12.34 $ 1.951& 0.308& 29
30 0.000& 0.000& 0.000& 0.066& 426.2 $ 112.1 $ 68.45 $ 85.04 $ 12.66 $ 0.933& 0.299& 30
31 0.000& 0.000& 0.086& 97.89 $ 63.11 $ 10.37 $ 0.322& 31
Mean 0.004& 0.000& 0.000& 0.000& 0.024& 85.19 & 219.6 $ 134.2 $ 148.8 $ 27.05 $ 7.555& 0.199&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 5.332& 163.9 $ 96.39 $ 129.9 $ 20.93 $ 5.458& 0.109&
Maximum 0.033& 0.000& 0.000& 0.000& 0.161& 708.3 & 596.1 $ 423.7 $ 349.9 $ 72.63 $ 21.43 & 0.736&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.110& 65.30 $ 60.45 $ 64.46 $ 8.826$ 0.933& 0.032&
Total 0.122& 0.000& 0.000& 0.000& 0.736&2556 &6808 $4161 $4465 $ 838.6 $ 226.7 & 6.160&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 52.23 & " ... Relative Uncertainty +/-10%
Ann. Median 0.298& $ ... Relative Uncertainty +/-20%
Annual Total 19062 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 708.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.317& 0.000& 0.000& 0.000& 0.001& 0.004& 0.421& 15.30 $ 4.933& 0.247& 0.002& 0.000& 1
2 0.316& 0.000& 0.000& 0.000& 0.001& 0.005& 0.657& 12.85 $ 3.755& 0.208& 0.001& 0.000& 2
3 0.314& 0.000& 0.000& 0.000& 0.001& 0.003& 0.504& 11.03 $ 3.146& 0.159& 0.001& 0.000& 3
4 0.211& 0.000& 0.000& 0.000& 0.001& 0.002& 0.713& 10.40 $ 2.858& 0.111& 0.001& 0.000& 4
5 0.148& 0.000& 0.000& 0.000& 0.001& 0.002& 0.724& 9.505$ 2.545& 0.067& 0.002& 0.000& 5
6 0.114& 0.000& 0.000& 0.000& 0.001& 0.002& 0.611& 8.408$ 2.357& 0.067& 0.002& 0.001& 6
7 0.086& 0.000& 0.000& 0.000& 0.001& 0.003& 0.568& 7.540$ 2.573& 0.052& 0.002& 0.001& 7
8 0.102& 0.000& 0.000& 0.000& 0.001& 0.003& 0.721& 6.961$ 4.152& 0.036& 0.002& 0.001& 8
9 0.086& 0.000& 0.000& 0.000& 0.001& 0.002& 4.189& 7.118$ 6.768$ 0.027& 0.013& 0.001& 9
10 0.070& 0.000& 0.000& 0.000& 0.001& 0.002& 12.20 $ 6.829$ 5.701$ 0.040& 0.231& 0.001& 10
11 0.037& 0.000& 0.000& 0.000& 0.001& 0.002& 11.43 $ 6.561$ 4.706& 0.026& 0.087& 0.000& 11
12 0.023& 0.000& 0.000& 0.000& 0.001& 0.002& 36.93 $ 14.48 $ 4.949& 0.027& 0.018& 0.000& 12
13 0.007& 0.000& 0.000& 0.000& 0.002& 0.002& 39.45 $ 32.31 $ 4.353& 0.032& 0.022& 0.000& 13
14 0.007& 0.000& 0.000& 0.000& 0.001& 0.045& 23.99 $ 25.07 $ 3.829& 0.029& 0.050& 0.000& 14
15 0.004& 0.000& 0.000& 0.000& 0.001& 0.037& 17.20 $ 19.01 $ 3.051& 0.024& 0.024& 0.000& 15
16 0.002& 0.000& 0.000& 0.000& 0.002& 0.023& 14.01 $ 15.61 $ 2.500& 0.015& 0.007& 0.000& 16
17 0.001& 0.000& 0.000& 0.000& 0.002& 0.011& 11.85 $ 13.95 $ 2.055& 0.013& 0.003& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 0.002& 0.028& 10.48 $ 12.48 $ 1.325& 0.012& 0.002& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.001& 0.031& 8.695$ 11.36 $ 0.588& 0.008& 0.002& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.001& 0.015& 7.559$ 10.77 $ 0.303& 0.011& 0.001& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.001& 0.007& 6.525$ 9.869$ 0.198& 0.007& 0.001& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.754& 0.015& 5.462$ 8.437$ 0.816& 0.003& 0.001& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.160& 0.250& 4.626& 7.725$ 0.853& 0.003& 0.001& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.002& 0.171& 4.103& 8.179$ 0.731& 0.002& 0.001& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.002& 0.400& 3.963& 7.836$ 0.574& 0.002& 0.001& 0.000& 25
26 0.000& 0.000& 0.000& 0.001& 0.077& 1.096& 11.19 $ 6.732$ 0.462& 0.002& 0.001& 0.000& 26
27 0.000& 0.000& 0.000& 0.001& 4.430& 0.747& 19.43 $ 5.889$ 0.430& 0.002& 0.001& 0.000& 27
28 0.000& 0.000& 0.000& 0.001& 0.060& 0.594& 22.25 $ 5.335$ 0.379& 0.002& 0.001& 0.000& 28
29 0.000& 0.000& 0.001& 0.022& 0.513& 27.74 $ 4.829& 0.331& 0.002& 0.000& 0.000& 29
30 0.000& 0.000& 0.001& 0.008& 0.439& 23.57 $ 5.558$ 0.301& 0.002& 0.000& 0.000& 30
31 0.000& 0.000& 0.005& 18.78 $ 5.879$ 0.002& 0.000& 31
Mean 0.060& 0.000& 0.000& 0.000& 0.179& 0.149& 11.31 & 10.77 & 2.384& 0.040& 0.016& 0.000&
Median 0.002& 0.000& 0.000& 0.000& 0.001& 0.013& 8.695& 8.437& 2.429& 0.015& 0.002& 0.000&
Maximum 0.317& 0.000& 0.000& 0.001& 4.430& 1.096& 39.45 & 32.31 & 6.768& 0.247& 0.231& 0.001&
Minimum 0.000& 0.000& 0.000& 0.000& 0.001& 0.002& 0.421& 4.829& 0.198& 0.002& 0.000& 0.000&
Total 1.846& 0.000& 0.000& 0.005& 5.545& 4.456& 350.5 & 333.8 & 71.52 & 1.239& 0.482& 0.005&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2.108& $ ... Relative Uncertainty +/-20%
Ann. Median 0.002& & ... Relative Uncertainty +/-30%
Annual Total 769.4 &
Maximum Minimum
Daily 39.45 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.094& 152.0 " 232.5 " 63.69 $ 58.40 $ 2.913& 1.029& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.034& 87.46 $ 244.6 " 103.8 $ 120.0 $ 5.420& 0.876& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.003& 58.58 $ 202.5 " 98.14 $ 141.7 " 6.951$ 0.673& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 42.71 $ 140.0 " 81.86 $ 90.13 $ 8.642$ 0.480& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 34.37 $ 99.89 $ 67.32 $ 68.42 $ 13.97 $ 0.371& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 28.63 $ 77.25 $ 56.19 $ 56.31 $ 14.07 $ 0.333& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 24.69 $ 63.51 $ 48.76 $ 48.45 $ 12.70 $ 0.326& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 21.26 $ 55.27 $ 42.50 $ 45.68 $ 16.14 $ 0.288& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 17.56 $ 51.70 $ 38.41 $ 43.60 $ 17.64 $ 0.277& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 15.27 $ 44.17 $ 35.84 $ 37.96 $ 15.03 $ 0.223& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 14.50 $ 37.36 $ 33.43 $ 34.14 $ 12.63 $ 0.193& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 16.03 $ 33.15 $ 31.44 $ 30.62 $ 10.89 $ 0.252& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 13.86 $ 32.43 $ 29.38 $ 30.55 $ 9.574$ 0.326& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 11.48 $ 115.0 $ 27.56 $ 31.41 $ 8.652$ 0.296& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.036& 19.97 $ 122.3 " 30.95 $ 28.99 $ 7.726$ 0.255& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.013& 35.50 $ 153.1 " 56.21 $ 26.06 $ 6.061& 0.245& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 27.37 $ 107.7 $ 125.7 $ 23.39 $ 7.119$ 0.234& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 0.015& 20.71 $ 82.03 $ 224.6 $ 23.45 $ 10.06 $ 0.294& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 0.024& 17.08 $ 66.71 $ 246.3 " 22.61 $ 12.00 $ 0.243& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 0.019& 17.76 $ 56.51 $ 151.0 " 20.19 $ 9.593$ 0.193& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 0.013& 28.62 $ 187.1 $ 312.0 $ 18.08 $ 7.379$ 0.160& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 0.013& 25.92 $1190 $ 302.9 " 16.63 $ 5.641$ 0.137& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 0.040& 28.21 $ 471.2 $ 189.3 " 18.62 $ 4.309& 0.112& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 2.932& 25.57 $ 352.2 " 139.0 " 17.95 $ 3.280& 0.086& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 66.43 & 23.39 $ 252.9 " 110.4 $ 17.24 $ 2.511& 0.077& 25
26 0.000& 0.000& 0.000& 0.000& 0.001& 45.95 $ 28.27 $ 185.5 " 112.2 $ 18.04 $ 2.050& 0.056& 26
27 0.000& 0.000& 0.000& 0.000& 0.001& 26.89 $ 27.65 $ 145.2 " 129.4 " 16.81 $ 1.738& 0.056& 27
28 0.000& 0.000& 0.000& 0.000& 0.001& 114.2 $ 55.90 $ 118.1 " 111.6 $ 15.95 $ 1.550& 0.042& 28
29 0.000& 0.000& 0.000& 0.014& 157.5 $ 135.5 " 96.93 $ 84.98 $ 13.70 $ 1.468& 0.030& 29
30 0.000& 0.000& 0.000& 3.828& 113.6 $ 157.5 " 80.07 $ 68.92 $ 12.02 $ 1.215& 0.028& 30
31 0.000& 0.000& 0.019& 295.8 " 69.23 $ 4.770& 0.050& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.125& 17.59 & 48.68 $ 166.7 $ 105.1 $ 37.16 & 7.964& 0.266&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.013& 27.37 $ 107.7 $ 83.42 $ 26.06 & 7.552& 0.243&
Maximum 0.000& 0.000& 0.000& 0.000& 3.828& 157.5 & 295.8 $1190 $ 312.0 $ 141.7 & 17.64 & 1.029&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 11.48 $ 32.43 $ 27.56 $ 4.770& 1.215& 0.028&
Total 0.000& 0.000& 0.000& 0.000& 3.863& 527.8 &1509 $5166 $3154 $1152 & 238.9 & 8.240&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.22 & " ... Relative Uncertainty +/-10%
Ann. Median 0.137& $ ... Relative Uncertainty +/-20%
Annual Total 11760 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1190 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.034& 0.000& 0.000& 0.000& 0.000& 0.433& 42.70 $ 27.93 $ 43.91 $ 132.9 " 8.674$ 7.254& 1
2 0.029& 0.000& 0.000& 0.000& 0.000& 0.197& 48.43 $ 30.26 $ 41.67 $ 105.1 $ 8.628$ 8.201$ 2
3 0.021& 0.000& 0.000& 0.000& 0.000& 0.146& 40.33 $ 34.74 $ 142.9 $ 111.5 $ 8.904$ 6.622$ 3
4 0.023& 0.000& 0.000& 0.000& 0.000& 0.129& 33.59 $ 37.58 $ 554.1 $ 98.31 $ 13.91 $ 5.478$ 4
5 0.034& 0.000& 0.000& 0.000& 10.88 & 0.124& 27.98 $ 37.83 $ 370.7 $ 79.11 $ 18.51 $ 4.601& 5
6 0.030& 0.000& 0.000& 0.000& 0.232& 0.142& 36.63 $ 40.34 $ 267.4 " 63.68 $ 14.62 $ 4.159& 6
7 0.021& 0.000& 0.000& 0.000& 0.153& 0.324& 69.11 $ 65.26 $ 183.1 " 53.40 $ 12.67 $ 4.089& 7
8 0.013& 0.000& 0.000& 0.000& 0.165& 0.348& 49.48 $ 60.53 $ 134.5 " 46.05 $ 11.00 $ 3.677& 8
9 0.017& 0.000& 0.000& 0.000& 0.113& 0.263& 38.08 $ 46.09 $ 104.7 $ 41.64 $ 9.579$ 3.083& 9
10 0.018& 0.000& 0.000& 0.000& 0.142& 0.500& 46.28 $ 38.16 $ 85.42 $ 37.11 $ 8.428$ 1.752& 10
11 0.008& 0.000& 0.000& 0.000& 0.092& 1.482& 77.34 $ 33.84 $ 70.84 $ 32.49 $ 7.752$ 1.380& 11
12 0.004& 0.000& 0.000& 0.000& 0.080& 4.404& 51.27 $ 116.3 $ 61.80 $ 29.86 $ 7.214$ 443.9 & 12
13 0.002& 0.000& 0.000& 0.000& 0.073& 244.4 $ 42.88 $ 248.0 " 53.61 $ 29.30 $ 6.818$ 413.0 $ 13
14 0.002& 0.000& 0.000& 0.000& 0.096& 105.1 $ 38.94 $ 194.7 " 47.21 $ 36.92 $ 6.271$ 135.6 $ 14
15 0.002& 0.000& 0.000& 0.000& 0.083& 80.04 $ 39.55 $ 200.7 " 42.02 $ 39.99 $ 5.528$ 76.71 $ 15
16 0.002& 0.000& 0.000& 0.000& 0.072& 52.40 $ 41.46 $ 128.6 " 37.34 $ 34.44 $ 5.026& 50.05 $ 16
17 0.001& 0.000& 0.000& 0.000& 0.069& 38.68 $ 41.30 $ 91.56 $ 33.85 $ 30.35 $ 4.368& 35.57 $ 17
18 0.001& 0.000& 0.000& 0.000& 0.065& 32.60 $ 34.08 $ 68.54 $ 286.3 $ 27.37 $ 2.802& 29.26 $ 18
19 0.001& 0.000& 0.000& 0.000& 0.074& 171.4 $ 30.12 $ 55.12 $ 145.1 $ 26.28 $ 1.542& 24.96 $ 19
20 0.001& 0.000& 0.000& 0.000& 0.078& 217.4 " 27.78 $ 47.60 $ 90.69 $ 25.33 $ 1.258& 20.47 $ 20
21 0.001& 0.000& 0.000& 0.000& 0.077& 114.8 $ 25.66 $ 137.4 $ 112.2 $ 23.02 $ 1.184& 16.95 $ 21
22 0.001& 0.000& 0.000& 0.000& 0.081& 70.93 $ 24.14 $ 187.2 " 275.5 " 21.65 $ 0.986& 13.92 $ 22
23 0.001& 0.000& 0.000& 0.000& 0.071& 51.69 $ 22.84 $ 111.0 $ 190.5 " 21.46 $ 0.793& 12.11 $ 23
24 0.000& 0.000& 0.000& 0.000& 0.078& 42.03 $ 22.04 $ 79.54 $ 131.8 " 19.04 $ 0.744& 7.909$ 24
25 0.000& 0.000& 0.000& 0.000& 0.077& 35.59 $ 20.57 $ 62.86 $ 115.9 " 16.27 $ 0.714& 8.682$ 25
26 0.000& 0.000& 0.000& 0.000& 0.081& 34.59 $ 21.42 $ 51.99 $ 174.4 " 12.92 $ 0.681& 7.369$ 26
27 0.000& 0.000& 0.000& 0.000& 0.086& 84.43 $ 21.61 $ 44.98 $ 444.7 $ 13.15 $ 0.581& 7.377$ 27
28 0.000& 0.000& 0.000& 0.000& 0.095& 59.04 $ 18.07 $ 41.14 $ 345.1 $ 12.13 $ 1.324& 4.974& 28
29 0.000& 0.000& 0.000& 0.000& 0.087& 44.88 $ 15.70 $ 39.08 $ 241.0 " 11.09 $ 3.953& 3.852& 29
30 0.000& 0.000& 0.000& 0.106& 37.89 $ 17.03 $ 36.31 $ 175.3 " 9.981$ 3.988& 3.003& 30
31 0.000& 0.000& 0.441& 19.29 $ 35.16 $ 9.157$ 2.263& 31
Mean 0.009& 0.000& 0.000& 0.000& 0.443& 50.88 & 35.02 $ 78.40 $ 166.8 $ 40.35 $ 5.948& 44.14 &
Median 0.002& 0.000& 0.000& 0.000& 0.081& 36.74 & 34.08 $ 51.99 $ 133.2 $ 29.86 $ 5.277& 7.377&
Maximum 0.034& 0.000& 0.000& 0.000& 10.88 & 244.4 & 77.34 $ 248.0 $ 554.1 $ 132.9 $ 18.51 & 443.9 &
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.124& 15.70 $ 27.93 $ 33.85 $ 9.157$ 0.581& 1.380&
Total 0.267& 0.000& 0.000& 0.000& 13.75 &1526 &1086 $2430 $5003 $1251 $ 178.5 &1368 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.13 & " ... Relative Uncertainty +/-10%
Ann. Median 4.124& $ ... Relative Uncertainty +/-20%
Annual Total 12857 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 554.1 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.791& 0.001& 0.000& 0.001& 0.418& 8.305$ 15.44 $ 109.7 $ 267.1 " 141.9 " 16.69 $ 4.216& 1
2 1.407& 0.001& 0.000& 0.001& 0.650& 6.498$ 13.48 $ 95.73 $ 183.3 " 118.4 " 15.45 $ 3.955& 2
3 1.146& 0.001& 0.000& 0.001& 0.009& 5.610$ 12.05 $ 77.58 $ 194.4 " 98.83 $ 6.250& 2.293& 3
4 0.923& 0.001& 0.000& 0.001& 0.001& 5.196$ 11.17 $ 65.71 $ 298.9 " 85.76 $ 5.700& 1.458& 4
5 0.746& 0.001& 0.000& 0.000& 0.001& 5.156$ 10.32 $ 107.6 $ 204.6 " 94.57 $ 11.00 $ 1.027& 5
6 0.622& 0.001& 0.000& 0.000& 0.001& 4.969& 9.457$ 334.8 $ 146.4 " 96.12 $ 10.94 $ 0.780& 6
7 0.580& 0.001& 0.000& 0.000& 0.001& 4.624& 8.540$1134 $ 117.6 " 77.50 $ 10.78 $ 0.597& 7
8 0.532& 0.001& 0.000& 0.000& 0.122& 4.666& 7.760$ 946.1 $ 101.8 $ 68.48 $ 11.76 $ 0.433& 8
9 0.343& 0.001& 0.000& 0.000& 0.072& 6.859$ 10.72 $ 484.0 $ 85.14 $ 68.11 $ 9.856$ 0.357& 9
10 0.217& 0.001& 0.000& 0.000& 0.068& 12.17 $ 25.30 $ 319.8 " 92.42 $ 58.94 $ 8.539$ 0.271& 10
11 0.151& 0.001& 0.000& 0.000& 0.199& 11.35 $ 23.35 $ 250.6 " 267.1 $ 52.69 $ 7.427$ 0.205& 11
12 0.112& 0.001& 0.000& 0.000& 0.040& 9.048$ 20.26 $ 192.8 " 304.6 " 48.20 $ 6.452$ 0.152& 12
13 0.086& 0.001& 0.000& 0.001& 0.007& 7.827$ 18.37 $ 165.7 " 227.4 " 41.45 $ 5.622$ 0.097& 13
14 0.077& 0.001& 0.000& 0.002& 0.002& 6.858$ 19.11 $ 143.7 " 307.7 " 37.56 $ 4.814& 0.073& 14
15 0.052& 0.001& 0.000& 0.002& 0.002& 5.919$ 22.91 $ 142.4 " 321.2 " 35.22 $ 3.856& 0.043& 15
16 0.039& 0.000& 0.002& 0.001& 0.013& 5.331$ 43.60 $ 154.8 " 272.9 " 35.22 $ 3.145& 0.030& 16
17 0.032& 0.000& 0.001& 0.001& 0.127& 4.850& 64.81 $ 126.8 " 340.6 " 33.47 $ 2.935& 0.018& 17
18 0.019& 0.000& 0.001& 0.001& 1.826& 3.856& 48.26 $ 103.3 $ 298.6 " 32.38 $ 2.412& 0.014& 18
19 0.007& 0.000& 0.001& 0.002& 3.278& 4.147& 37.01 $ 85.92 $ 305.5 " 42.92 $ 1.939& 0.012& 19
20 0.006& 0.000& 0.001& 0.001& 4.099& 5.268$ 30.81 $ 74.48 $ 452.8 $ 82.05 $ 1.641& 0.009& 20
21 0.002& 0.000& 0.001& 0.001& 12.21 $ 5.321$ 27.22 $ 68.12 $ 391.5 $ 62.72 $ 1.353& 0.005& 21
22 0.002& 0.000& 0.000& 0.001& 12.93 $ 5.063$ 24.81 $ 61.33 $ 476.6 $ 44.50 $ 1.205& 0.006& 22
23 0.002& 0.000& 0.000& 0.001& 10.24 $ 6.293$ 28.23 $ 55.94 $ 741.1 $ 37.17 $ 1.090& 0.004& 23
24 0.002& 0.000& 0.000& 0.002& 8.386$ 13.52 $ 265.7 $ 50.36 $ 519.3 $ 32.36 $ 1.014& 0.003& 24
25 0.002& 0.000& 0.000& 0.001& 6.791$ 40.43 $ 150.0 " 48.33 $ 354.9 $ 29.73 $ 1.135& 0.003& 25
26 0.002& 0.000& 0.001& 0.001& 4.465& 33.03 $ 289.2 $ 61.05 $ 299.5 " 27.44 $ 1.234& 0.004& 26
27 0.002& 0.000& 0.002& 0.001& 3.938& 24.21 $ 400.5 $ 120.1 $ 262.1 " 25.24 $ 1.056& 0.002& 27
28 0.002& 0.000& 0.001& 0.001& 3.576& 20.77 $ 240.7 " 165.7 " 204.2 " 23.28 $ 0.826& 0.002& 28
29 0.001& 0.001& 0.001& 3.498& 19.82 $ 150.7 " 111.4 $ 173.7 " 21.24 $ 0.944& 0.002& 29
30 0.001& 0.001& 0.001& 6.166& 17.39 $ 148.0 " 117.7 " 180.7 " 19.51 $ 2.541& 0.003& 30
31 0.001& 0.001& 9.933$ 136.3 " 306.0 " 17.73 $ 0.003& 31
Mean 0.287& 0.001& 0.000& 0.001& 3.002& 10.48 & 74.65 $ 202.6 $ 279.8 $ 54.54 $ 5.320& 0.519&
Median 0.039& 0.001& 0.000& 0.001& 0.418& 6.395& 25.30 $ 117.7 $ 270.0 $ 42.92 $ 3.501& 0.030&
Maximum 1.791& 0.001& 0.002& 0.002& 12.93 & 40.43 & 400.5 $1134 $ 741.1 $ 141.9 $ 16.69 & 4.216&
Minimum 0.001& 0.000& 0.000& 0.000& 0.001& 3.856& 7.760$ 48.33 $ 85.14 $ 17.73 $ 0.826& 0.002&
Total 8.907& 0.018& 0.015& 0.028& 93.07 & 314.3 &2314 $6282 $8394 $1691 $ 159.6 & 16.08 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 52.80 & " ... Relative Uncertainty +/-10%
Ann. Median 3.278& $ ... Relative Uncertainty +/-20%
Annual Total 19272 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1134 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.003& 0.000& 0.000& 0.000& 0.000& 25.60 $ 38.68 $ 72.75 $ 222.4 " 50.98 $ 7.627$ 0.407& 1
2 0.002& 0.000& 0.000& 0.000& 0.000& 25.17 $ 276.2 $ 65.27 $ 161.4 " 43.87 $ 6.968$ 0.254& 2
3 0.002& 0.000& 0.000& 0.000& 0.000& 22.66 $ 267.9 " 57.95 $ 128.8 " 39.24 $ 6.930$ 0.176& 3
4 0.002& 0.000& 0.000& 0.000& 0.000& 19.82 $ 152.5 " 52.65 $ 104.4 $ 36.63 $ 7.032$ 0.120& 4
5 0.002& 0.000& 0.000& 0.000& 0.000& 17.96 $ 136.6 " 48.16 $ 88.90 $ 39.65 $ 6.775$ 0.073& 5
6 0.003& 0.000& 0.000& 0.000& 0.000& 15.26 $ 460.7 $ 43.97 $ 93.00 $ 49.65 $ 5.897$ 0.064& 6
7 0.003& 0.000& 0.000& 0.000& 0.000& 13.41 $ 522.4 $ 43.88 $ 164.8 " 42.20 $ 6.404$ 0.052& 7
8 0.004& 0.000& 0.000& 0.000& 0.009& 12.71 $ 454.2 $ 45.31 $ 351.7 " 36.66 $ 6.183$ 0.034& 8
9 0.002& 0.000& 0.000& 0.000& 0.100& 15.28 $ 273.9 " 40.29 $ 329.4 " 34.01 $ 5.982$ 0.027& 9
10 0.002& 0.000& 0.000& 0.000& 0.101& 36.95 $ 195.6 " 36.81 $ 221.9 " 31.02 $ 4.904& 0.018& 10
11 0.002& 0.000& 0.000& 0.000& 0.054& 37.87 $ 149.1 " 34.44 $ 164.0 " 28.53 $ 4.292& 0.029& 11
12 0.002& 0.000& 0.000& 0.000& 0.044& 32.50 $ 120.0 " 31.24 $ 133.0 " 26.42 $ 4.320& 0.015& 12
13 0.002& 0.000& 0.000& 0.000& 0.031& 27.78 $ 100.6 $ 28.64 $ 109.3 $ 24.29 $ 4.230& 0.005& 13
14 0.002& 0.000& 0.000& 0.000& 0.061& 23.98 $ 159.3 $ 26.24 $ 92.21 $ 21.82 $ 3.878& 0.003& 14
15 0.002& 0.000& 0.000& 0.000& 0.134& 21.24 $ 149.6 " 25.37 $ 80.30 $ 19.88 $ 3.486& 0.003& 15
16 0.001& 0.000& 0.000& 0.000& 0.320& 19.44 $ 111.8 $ 24.80 $ 68.92 $ 18.02 $ 3.158& 0.002& 16
17 0.001& 0.000& 0.000& 0.000& 0.204& 30.77 $ 90.47 $ 24.17 $ 60.35 $ 16.55 $ 2.556& 0.002& 17
18 0.001& 0.000& 0.000& 0.000& 0.160& 157.7 " 78.02 $ 184.8 $ 53.80 $ 15.75 $ 2.251& 0.002& 18
19 0.001& 0.000& 0.000& 0.000& 0.395& 91.77 $ 68.93 $ 169.2 " 48.48 $ 15.25 $ 2.056& 0.002& 19
20 0.001& 0.000& 0.000& 0.000& 8.195& 73.10 $ 68.03 $ 98.56 $ 44.63 $ 17.49 $ 1.999& 0.002& 20
21 0.001& 0.000& 0.000& 0.000& 31.86 $ 104.4 $ 67.70 $ 162.9 $ 52.04 $ 17.60 $ 2.189& 0.002& 21
22 0.001& 0.000& 0.000& 0.000& 24.99 $ 190.8 " 121.6 $ 169.6 " 103.1 $ 15.80 $ 1.985& 0.002& 22
23 0.000& 0.000& 0.000& 0.000& 82.30 $ 113.4 $ 114.5 $ 110.0 $ 72.01 $ 14.27 $ 1.887& 0.001& 23
24 0.000& 0.000& 0.000& 0.000& 101.2 $ 79.75 $ 99.19 $ 83.74 $ 56.04 $ 13.17 $ 1.590& 0.001& 24
25 0.000& 0.000& 0.000& 0.000& 112.9 $ 63.28 $ 86.74 $ 70.58 $ 50.03 $ 11.38 $ 1.254& 0.001& 25
26 0.000& 0.000& 0.000& 0.000& 69.74 $ 55.11 $ 126.3 $ 107.8 $ 47.07 $ 3.850& 0.960& 0.001& 26
27 0.000& 0.000& 0.000& 0.000& 50.41 $ 51.07 $ 192.7 " 104.0 $ 54.69 $ 5.757& 0.869& 0.001& 27
28 0.000& 0.000& 0.000& 0.000& 50.37 $ 43.42 $ 146.3 " 78.13 $ 70.45 $ 9.460$ 0.795& 0.001& 28
29 0.000& 0.000& 0.000& 38.97 $ 39.06 $ 117.5 " 308.3 $ 65.47 $ 9.039$ 0.531& 0.001& 29
30 0.000& 0.000& 0.000& 31.87 $ 36.14 $ 101.5 $ 598.8 $ 60.99 $ 8.417$ 0.590& 0.001& 30
31 0.000& 0.000& 27.15 $ 85.66 $ 329.1 $ 8.191$ 0.001& 31
Mean 0.001& 0.000& 0.000& 0.000& 20.37 & 49.91 $ 165.6 $ 105.7 $ 111.8 $ 23.38 & 3.653& 0.042&
Median 0.001& 0.000& 0.000& 0.000& 0.160& 34.32 $ 121.6 $ 65.27 $ 84.60 $ 18.02 & 3.322& 0.002&
Maximum 0.004& 0.000& 0.000& 0.000& 112.9 & 190.8 $ 522.4 $ 598.8 $ 351.7 $ 50.98 & 7.627& 0.407&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 12.71 $ 38.68 $ 24.17 $ 44.63 $ 3.850& 0.531& 0.001&
Total 0.045& 0.000& 0.000& 0.000& 631.5 &1497 $5134 $3278 $3354 $ 724.8 & 109.6 & 1.303&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 40.36 & " ... Relative Uncertainty +/-10%
Ann. Median 2.251& $ ... Relative Uncertainty +/-20%
Annual Total 14730 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 598.8 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.001& 0.000& 0.000& 0.000& 0.143& 0.218& 1.740& 104.3 $ 39.64 $ 10.81 $ 13.75 $ 0.001& 1
2 0.001& 0.000& 0.000& 0.000& 0.131& 1.063& 1.623& 51.57 $ 34.53 $ 10.11 $ 8.507$ 0.001& 2
3 0.001& 0.000& 0.000& 0.000& 0.407& 1.456& 1.686& 37.04 $ 29.60 $ 8.489& 5.094& 0.001& 3
4 0.001& 0.000& 0.000& 0.000& 0.547& 2.973& 1.656& 30.57 $ 29.16 $ 2.134& 3.070& 0.001& 4
5 0.001& 0.000& 0.000& 0.000& 0.186& 2.730& 1.704& 26.51 $ 76.69 $ 1.697& 2.066& 0.001& 5
6 0.001& 0.000& 0.000& 0.000& 0.160& 2.424& 1.673& 23.43 $ 48.20 $ 4.750& 1.535& 0.001& 6
7 0.001& 0.000& 0.000& 0.000& 0.153& 1.803& 1.978& 21.84 $ 36.97 $ 5.754$ 1.090& 0.001& 7
8 0.000& 0.000& 0.000& 0.000& 0.129& 2.758& 2.034& 26.02 $ 31.49 $ 5.116$ 0.652& 0.001& 8
9 0.000& 0.000& 0.000& 0.000& 0.114& 2.870& 1.950& 32.04 $ 27.62 $ 4.436& 0.539& 0.001& 9
10 0.000& 0.000& 0.000& 0.857& 0.095& 2.477& 2.210& 29.20 $ 31.28 $ 3.652& 0.376& 0.001& 10
11 0.000& 0.000& 0.000& 0.096& 0.095& 2.135& 1.756& 29.16 $ 60.19 $ 3.362& 0.255& 0.001& 11
12 0.000& 0.000& 0.000& 0.045& 0.096& 2.027& 1.450& 25.16 $ 205.4 $ 2.838& 0.185& 0.000& 12
13 0.000& 0.000& 0.000& 0.035& 0.108& 1.778& 1.345& 22.83 $ 164.4 " 2.261& 0.112& 0.000& 13
14 0.000& 0.000& 0.000& 0.064& 0.101& 1.513& 1.223& 21.93 $ 99.03 $ 1.956& 0.050& 0.000& 14
15 0.000& 0.000& 0.000& 0.131& 0.099& 1.527& 1.052& 19.75 $ 74.21 $ 1.770& 0.026& 0.000& 15
16 0.000& 0.000& 0.000& 0.093& 0.285& 1.547& 0.928& 17.37 $ 57.71 $ 1.646& 0.007& 0.000& 16
17 0.000& 0.000& 0.000& 0.115& 1.267& 1.500& 0.833& 22.25 $ 44.98 $ 1.820& 0.003& 0.000& 17
18 0.000& 0.000& 0.000& 0.168& 0.443& 1.604& 0.975& 60.00 $ 39.09 $ 1.935& 0.002& 0.000& 18
19 0.000& 0.000& 0.000& 0.226& 0.203& 1.828& 4.082& 55.46 $ 34.74 $ 3.164& 0.002& 0.000& 19
20 0.000& 0.000& 0.000& 0.251& 0.156& 2.441& 54.62 $ 107.7 $ 30.49 $ 3.755& 0.002& 0.000& 20
21 0.000& 0.000& 0.000& 0.260& 0.162& 4.912& 49.90 $ 94.56 $ 27.25 $ 3.166& 0.002& 0.000& 21
22 0.000& 0.000& 0.000& 0.271& 0.173& 10.98 $ 32.23 $ 88.90 $ 24.61 $ 2.027& 0.002& 0.000& 22
23 0.000& 0.000& 0.000& 0.281& 0.204& 10.36 $ 33.86 $ 59.85 $ 21.92 $ 1.443& 0.002& 0.000& 23
24 0.000& 0.000& 0.000& 0.270& 0.187& 6.996$ 32.27 $ 45.24 $ 19.22 $ 1.122& 0.002& 0.000& 24
25 0.000& 0.000& 0.000& 0.264& 0.168& 4.935& 24.46 $ 38.31 $ 17.04 $ 0.602& 0.002& 0.000& 25
26 0.000& 0.000& 0.000& 0.273& 0.168& 3.833& 19.33 $ 34.00 $ 15.60 $ 0.323& 0.002& 0.000& 26
27 0.000& 0.000& 0.000& 0.255& 0.230& 2.926& 16.06 $ 30.56 $ 14.22 $ 0.239& 0.001& 0.000& 27
28 0.000& 0.000& 0.000& 0.228& 0.222& 2.347& 15.31 $ 28.84 $ 13.05 $ 0.273& 0.001& 0.000& 28
29 0.000& 0.000& 0.191& 0.223& 1.966& 15.10 $ 29.35 $ 12.15 $ 0.219& 0.001& 0.000& 29
30 0.000& 0.000& 0.175& 0.231& 1.814& 14.87 $ 37.33 $ 11.36 $ 1.176& 0.001& 0.000& 30
31 0.000& 0.000& 0.235& 103.8 $ 34.08 $ 10.27 & 0.000& 31
Mean 0.000& 0.000& 0.000& 0.152& 0.230& 2.991& 14.31 & 41.46 $ 45.73 $ 3.300& 1.245& 0.000&
Median 0.000& 0.000& 0.000& 0.123& 0.168& 2.241& 1.978& 30.57 $ 31.38 $ 2.134& 0.017& 0.000&
Maximum 0.001& 0.000& 0.000& 0.857& 1.267& 10.98 & 103.8 & 107.7 $ 205.4 $ 10.81 & 13.75 & 0.001&
Minimum 0.000& 0.000& 0.000& 0.000& 0.095& 0.218& 0.833& 17.37 $ 11.36 $ 0.219& 0.001& 0.000&
Total 0.006& 0.000& 0.000& 4.550& 7.121& 89.74 & 443.7 &1285 $1372 $ 102.3 & 37.34 & 0.014&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 9.155& " ... Relative Uncertainty +/-10%
Ann. Median 0.222& $ ... Relative Uncertainty +/-20%
Annual Total 3342 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 205.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.000& 0.001& 0.000& 0.000& 0.024& 8.301$ 26.46 $ 72.92 $ 199.1 " 70.19 $ 21.30 $ 0.263& 1
2 0.000& 0.001& 0.000& 0.000& 0.027& 7.544$ 23.55 $ 55.44 $ 160.2 " 89.25 $ 19.77 $ 0.203& 2
3 0.000& 0.001& 0.000& 0.000& 0.031& 8.101$ 21.13 $ 46.29 $ 135.8 " 78.17 $ 17.71 $ 0.154& 3
4 0.000& 0.001& 0.000& 0.000& 0.037& 10.80 $ 19.10 $ 154.5 $ 112.8 $ 78.42 $ 16.06 $ 0.132& 4
5 0.000& 0.001& 0.000& 0.000& 0.048& 17.88 $ 17.80 $ 142.1 " 95.29 $ 70.30 $ 13.74 $ 0.118& 5
6 0.000& 0.000& 0.000& 0.000& 0.058& 14.36 $ 16.60 $ 104.9 $ 83.48 $ 86.33 $ 4.215& 0.108& 6
7 0.000& 0.000& 0.000& 0.000& 0.114& 15.31 $ 15.90 $ 324.8 " 133.2 $ 217.0 # 6.529& 0.095& 7
8 0.000& 0.000& 0.000& 0.000& 0.065& 21.15 $ 47.56 $ 343.4 $ 143.7 " 349.5 $ 10.35 $ 0.063& 8
9 0.000& 0.000& 0.000& 0.000& 0.048& 18.81 $ 59.96 $ 211.4 $ 107.0 $ 301.8 # 10.15 $ 0.060& 9
10 0.000& 0.000& 0.000& 0.000& 0.064& 23.34 $ 60.33 $ 176.1 " 96.29 $ 203.6 # 9.947$ 0.041& 10
11 0.000& 0.000& 0.000& 0.001& 0.071& 31.00 $ 58.79 $ 149.2 " 84.57 $ 155.0 # 10.54 $ 0.016& 11
12 0.000& 0.000& 0.000& 0.038& 0.071& 26.21 $ 44.48 $ 153.6 " 69.50 $ 121.6 # 10.63 $ 0.044& 12
13 0.000& 0.000& 0.000& 0.022& 0.079& 35.88 $ 37.01 $ 125.9 " 60.18 $ 98.51 $ 9.812$ 0.090& 13
14 0.000& 0.000& 0.000& 0.002& 0.137& 38.62 $ 33.05 $ 103.0 $ 55.29 $ 87.05 $ 8.783$ 0.068& 14
15 0.000& 0.000& 0.000& 0.002& 0.113& 31.64 $ 33.65 $ 92.91 $ 52.17 $ 85.45 $ 7.563$ 0.038& 15
16 0.000& 0.000& 0.000& 0.002& 0.078& 26.61 $ 95.98 $ 90.46 $ 53.90 $ 76.44 $ 6.289$ 0.016& 16
17 0.000& 0.000& 0.000& 0.036& 0.046& 23.13 $ 230.1 " 157.7 $ 49.01 $ 67.19 $ 5.279$ 0.005& 17
18 0.000& 0.000& 0.000& 0.049& 0.060& 18.90 $ 231.2 " 193.6 " 46.66 $ 60.14 $ 5.050& 0.002& 18
19 0.000& 0.000& 0.000& 0.015& 0.073& 18.17 $ 134.0 " 144.1 " 80.37 $ 51.39 $ 4.655& 0.003& 19
20 0.004& 0.000& 0.000& 0.006& 0.080& 32.33 $ 102.7 $ 155.5 " 68.92 $ 50.02 $ 3.813& 0.007& 20
21 0.038& 0.000& 0.000& 0.005& 0.346& 29.23 $ 153.1 $ 131.7 " 54.00 $ 44.39 $ 3.098& 0.014& 21
22 0.002& 0.000& 0.000& 0.010& 0.186& 24.64 $ 142.5 " 125.2 $ 57.89 $ 39.80 $ 2.818& 0.006& 22
23 0.001& 0.000& 0.000& 0.013& 0.247& 23.44 $ 106.1 $ 99.89 $ 72.38 $ 36.84 $ 2.450& 0.006& 23
24 0.001& 0.000& 0.000& 0.013& 0.709& 21.35 $ 81.90 $ 82.05 $ 61.34 $ 33.53 $ 2.004& 0.003& 24
25 0.001& 0.000& 0.000& 0.029& 0.314& 20.19 $ 67.69 $ 70.55 $ 59.97 $ 31.19 $ 1.448& 0.002& 25
26 0.001& 0.000& 0.000& 0.038& 4.220& 19.40 $ 57.18 $ 64.47 $ 53.09 $ 29.99 $ 1.088& 0.002& 26
27 0.001& 0.000& 0.000& 0.026& 8.542$ 18.28 $ 50.04 $ 389.8 $ 55.93 $ 28.33 $ 0.817& 0.003& 27
28 0.000& 0.000& 0.000& 0.027& 9.161$ 21.16 $ 44.98 $ 303.1 " 81.32 $ 26.48 $ 0.678& 0.004& 28
29 0.000& 0.000& 0.000& 0.044& 15.07 $ 37.02 $ 41.68 $ 224.7 " 67.12 $ 25.10 $ 0.591& 0.002& 29
30 0.000& 0.000& 0.062& 13.77 $ 31.21 $ 44.16 $ 162.8 " 58.51 $ 25.61 $ 0.344& 0.002& 30
31 0.000& 0.000& 10.47 $ 76.85 $ 255.6 " 23.23 $ 0.002& 31
Mean 0.002& 0.000& 0.000& 0.015& 2.076& 22.47 $ 70.18 $ 158.3 $ 83.64 $ 88.44 $ 7.251& 0.051&
Median 0.000& 0.000& 0.000& 0.006& 0.079& 21.26 $ 50.04 $ 144.1 $ 69.21 $ 70.19 $ 5.784& 0.016&
Maximum 0.038& 0.001& 0.000& 0.062& 15.07 & 38.62 $ 231.2 $ 389.8 $ 199.1 $ 349.5 $ 21.30 & 0.263&
Minimum 0.000& 0.000& 0.000& 0.000& 0.024& 7.544$ 15.90 $ 46.29 $ 46.66 $ 23.23 $ 0.344& 0.002&
Total 0.050& 0.005& 0.000& 0.439& 64.36 & 674.0 $2176 $4908 $2509 $2742 $ 217.5 & 1.573&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 36.32 & " ... Relative Uncertainty +/-10%
Ann. Median 1.726& # ... Relative Uncertainty +/-15%
Annual Total 13292 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 389.8 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.002& 0.000& 0.000& 0.001& 0.000& 0.002& 0.989& 161.8 $ 51.66 $ 28.06 $ 7.574$ 0.002& 1
2 0.002& 0.000& 0.000& 0.001& 0.000& 0.002& 2.945& 148.2 $ 47.98 $ 25.71 $ 6.301$ 0.002& 2
3 0.002& 0.000& 0.000& 0.001& 0.000& 0.004& 3.896& 166.3 $ 42.81 $ 23.26 $ 5.150$ 0.002& 3
4 0.001& 0.000& 0.000& 0.001& 0.000& 0.003& 3.023& 153.7 $ 39.50 $ 20.55 $ 4.378& 0.002& 4
5 0.001& 0.000& 0.000& 0.001& 0.000& 0.002& 2.468& 180.4 $ 35.90 $ 18.81 $ 3.493& 0.010& 5
6 0.001& 0.000& 0.000& 0.001& 0.001& 0.002& 2.179& 164.4 $ 33.22 $ 18.01 $ 2.137& 0.018& 6
7 0.001& 0.000& 0.000& 0.001& 0.001& 0.002& 3.153& 164.1 $ 30.48 $ 18.38 $ 2.121& 0.005& 7
8 0.001& 0.000& 0.000& 0.001& 0.001& 0.002& 3.554& 374.9 $ 28.88 $ 18.43 $ 1.613& 0.002& 8
9 0.001& 0.000& 0.000& 0.001& 0.001& 0.002& 3.449& 715.7 $ 27.37 $ 17.41 $ 1.291& 0.002& 9
10 0.001& 0.000& 0.000& 0.001& 0.001& 0.002& 2.707& 389.9 $ 26.23 $ 16.51 $ 1.019& 0.002& 10
11 0.001& 0.008& 0.000& 0.001& 0.001& 0.002& 2.141& 271.6 $ 25.41 $ 16.40 $ 0.731& 0.002& 11
12 0.000& 0.007& 0.000& 0.001& 0.001& 0.002& 1.933& 897.3 $ 24.50 $ 15.58 $ 0.442& 0.001& 12
13 0.000& 0.002& 0.000& 0.001& 0.001& 0.002& 1.658& 537.2 $ 22.12 $ 14.34 $ 0.315& 0.001& 13
14 0.000& 0.001& 0.000& 0.001& 0.001& 0.005& 1.488& 588.1 $ 20.63 $ 13.04 $ 0.159& 0.001& 14
15 0.000& 0.001& 0.000& 0.001& 0.004& 0.003& 2.726& 591.0 $ 19.63 $ 11.87 $ 0.111& 0.001& 15
16 0.000& 0.001& 0.000& 0.001& 0.002& 0.002& 13.92 $ 379.6 $ 18.22 $ 13.66 $ 0.090& 0.001& 16
17 0.000& 0.000& 0.000& 0.001& 0.001& 0.005& 14.17 $ 279.9 " 17.30 $ 29.69 $ 0.070& 0.001& 17
18 0.000& 0.000& 0.000& 0.001& 0.001& 0.007& 11.38 $ 353.8 " 16.43 $ 34.64 $ 0.061& 0.002& 18
19 0.000& 0.000& 0.000& 0.001& 0.035& 0.005& 16.05 $ 386.7 $ 16.33 $ 28.35 $ 0.065& 0.010& 19
20 0.000& 0.000& 0.000& 0.001& 0.005& 0.003& 44.87 $ 300.7 " 17.67 $ 21.45 $ 0.047& 0.008& 20
21 0.000& 0.000& 0.000& 0.001& 0.015& 0.005& 76.71 $ 230.8 " 45.01 $ 16.84 $ 0.028& 0.003& 21
22 0.000& 0.000& 0.600& 0.001& 0.003& 0.099& 113.9 $ 182.0 " 102.9 $ 15.32 $ 0.060& 0.002& 22
23 0.000& 0.000& 0.007& 0.001& 0.002& 0.004& 116.2 $ 148.0 " 98.41 $ 14.36 $ 0.055& 0.001& 23
24 0.000& 0.000& 0.001& 0.001& 0.004& 0.001& 123.3 $ 119.9 " 63.84 $ 13.74 $ 0.024& 0.001& 24
25 0.000& 0.000& 0.001& 0.001& 0.002& 0.001& 106.7 $ 100.3 $ 60.89 $ 12.73 $ 0.005& 0.001& 25
26 0.000& 0.000& 0.001& 0.000& 0.004& 0.121& 123.0 $ 84.96 $ 49.25 $ 12.02 $ 0.003& 0.001& 26
27 0.000& 0.000& 0.001& 0.000& 0.002& 1.795& 135.9 $ 73.92 $ 38.25 $ 12.80 $ 0.007& 0.000& 27
28 0.000& 0.000& 0.001& 0.001& 0.002& 0.116& 206.6 $ 64.61 $ 35.26 $ 12.72 $ 0.005& 0.000& 28
29 0.000& 0.001& 0.001& 0.002& 0.045& 167.1 $ 58.79 $ 34.99 $ 2.924& 0.003& 0.000& 29
30 0.000& 0.001& 0.000& 0.002& 0.046& 153.9 $ 52.46 $ 31.33 $ 4.705& 0.003& 0.000& 30
31 0.000& 0.001& 0.002& 168.5 $ 52.38 $ 9.289$ 0.000& 31
Mean 0.001& 0.001& 0.020& 0.001& 0.003& 0.076& 52.59 & 270.1 $ 37.41 $ 17.15 & 1.245& 0.003&
Median 0.000& 0.000& 0.000& 0.001& 0.001& 0.003& 11.38 & 180.4 $ 32.27 $ 16.40 & 0.100& 0.002&
Maximum 0.002& 0.008& 0.600& 0.001& 0.035& 1.795& 206.6 & 897.3 $ 102.9 $ 34.64 & 7.574& 0.018&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 0.989& 52.38 $ 16.33 $ 2.924& 0.003& 0.000&
Total 0.016& 0.022& 0.614& 0.023& 0.100& 2.293&1630 &8374 $1122 $ 531.6 & 37.36 & 0.084&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 32.05 & " ... Relative Uncertainty +/-10%
Ann. Median 0.003& $ ... Relative Uncertainty +/-20%
Annual Total 11698 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 897.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.000& 0.000& 0.000& 0.000& 0.001& 0.001& 29.72 $ 174.9 " 140.2 " 23.58 $ 0.943& 0.226& 1
2 0.000& 0.000& 0.000& 0.000& 0.001& 0.001& 288.2 $ 196.2 " 113.8 $ 19.73 $ 2.835& 0.190& 2
3 0.000& 0.000& 0.000& 0.000& 0.001& 0.001& 427.4 $ 230.8 " 95.04 $ 17.61 $ 4.316& 0.162& 3
4 0.000& 0.000& 0.000& 0.000& 0.001& 0.001& 325.7 " 340.8 " 97.17 $ 18.09 $ 4.130& 0.086& 4
5 0.000& 0.000& 0.000& 0.000& 0.001& 0.121& 259.4 " 265.8 " 125.4 " 20.30 $ 3.696& 0.077& 5
6 0.000& 0.000& 0.000& 0.000& 0.001& 0.127& 151.7 " 198.8 " 104.2 $ 21.04 $ 3.235& 0.161& 6
7 0.000& 0.000& 0.000& 0.000& 0.002& 0.102& 105.4 $ 189.1 " 101.3 $ 19.15 $ 3.134& 0.110& 7
8 0.000& 0.000& 0.000& 0.000& 0.001& 0.261& 81.06 $ 182.9 " 97.43 $ 17.03 $ 2.927& 0.135& 8
9 0.000& 0.000& 0.000& 0.000& 0.001& 7.296& 65.09 $ 548.8 $ 87.61 $ 15.54 $ 2.750& 0.097& 9
10 0.000& 0.000& 0.000& 0.000& 0.001& 68.07 $ 54.24 $ 422.5 $ 79.64 $ 14.26 $ 2.548& 0.100& 10
11 0.000& 0.000& 0.000& 0.000& 0.001& 69.91 $ 46.16 $ 306.4 " 74.32 $ 13.26 $ 2.022& 0.105& 11
12 0.000& 0.000& 0.000& 0.000& 0.001& 38.13 $ 41.57 $ 236.8 " 65.66 $ 12.43 $ 1.682& 0.065& 12
13 0.000& 0.000& 0.000& 0.000& 0.001& 29.26 $ 66.99 $ 189.7 " 61.87 $ 15.46 $ 1.795& 0.037& 13
14 0.000& 0.000& 0.000& 0.000& 0.001& 24.06 $ 66.75 $ 268.9 " 58.28 $ 31.82 $ 1.683& 0.024& 14
15 0.000& 0.000& 0.000& 0.000& 0.001& 20.29 $ 117.4 " 224.7 " 50.71 $ 34.43 & 1.568& 0.020& 15
16 0.000& 0.000& 0.000& 0.000& 0.001& 17.69 $ 105.9 $ 173.1 " 46.04 $ 25.69 & 1.055& 0.035& 16
17 0.001& 0.000& 0.000& 0.000& 0.001& 15.46 $ 110.3 $ 153.5 " 40.87 $ 20.09 & 0.728& 0.047& 17
18 0.001& 0.000& 0.000& 0.000& 0.001& 24.21 $ 95.04 $ 128.1 " 39.08 $ 18.75 & 0.602& 0.022& 18
19 0.001& 0.000& 0.000& 0.000& 0.000& 47.19 $ 98.87 $ 108.2 $ 37.06 $ 19.41 & 0.542& 0.016& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 45.71 $ 78.88 $ 95.76 $ 34.75 $ 17.67 & 0.469& 0.011& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 35.09 $ 447.3 $ 88.81 $ 32.05 $ 17.72 & 0.558& 0.007& 21
22 0.000& 0.000& 0.000& 0.883& 0.000& 29.99 $ 547.7 $ 85.30 $ 30.41 $ 18.11 & 0.701& 0.003& 22
23 0.000& 0.000& 0.000& 0.132& 0.000& 25.66 $ 369.9 $ 74.90 $ 28.34 $ 16.59 & 0.597& 0.002& 23
24 0.000& 0.000& 0.000& 0.001& 0.025& 22.25 $ 296.7 " 67.46 $ 26.37 $ 14.80 & 0.424& 0.002& 24
25 0.000& 0.000& 0.000& 0.000& 1.363& 19.59 $ 376.1 $ 62.78 $ 25.28 $ 13.57 & 0.340& 0.002& 25
26 0.000& 0.000& 0.000& 0.000& 0.355& 20.32 $ 660.7 $ 56.89 $ 24.00 $ 12.53 & 0.330& 0.002& 26
27 0.000& 0.000& 0.000& 0.000& 0.025& 64.94 $ 369.5 $ 54.27 $ 22.90 $ 10.97 & 0.321& 0.002& 27
28 0.000& 0.000& 0.000& 0.001& 0.003& 67.16 $ 266.9 " 121.6 $ 21.23 $ 9.676& 0.315& 0.002& 28
29 0.000& 0.000& 0.001& 0.002& 44.76 $ 204.9 " 290.1 $ 20.53 $ 7.548& 0.377& 0.002& 29
30 0.000& 0.000& 0.001& 0.002& 35.00 $ 194.0 " 297.7 $ 25.27 $ 1.553& 0.300& 0.002& 30
31 0.000& 0.000& 0.001& 150.8 " 186.7 " 1.031& 0.002& 31
Mean 0.000& 0.000& 0.000& 0.034& 0.058& 25.75 & 209.7 $ 194.3 $ 60.23 $ 16.76 & 1.564& 0.057&
Median 0.000& 0.000& 0.000& 0.000& 0.001& 23.16 & 150.8 $ 186.7 $ 48.37 $ 17.61 & 0.999& 0.024&
Maximum 0.001& 0.000& 0.000& 0.883& 1.363& 69.91 & 660.7 $ 548.8 $ 140.2 $ 34.43 & 4.316& 0.226&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 29.72 $ 54.27 $ 20.53 $ 1.031& 0.300& 0.002&
Total 0.004& 0.000& 0.000& 1.018& 1.794& 772.6 &6500 $6022 $1807 $ 519.4 & 46.92 & 1.756&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.94 & " ... Relative Uncertainty +/-10%
Ann. Median 0.161& $ ... Relative Uncertainty +/-20%
Annual Total 15673 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 660.7 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.002& 0.000& 0.000& 0.000& 0.001& 0.001& 36.32 $ 10.33 $ 278.5 $ 8.688$ 12.31 $ 0.001& 1
2 0.002& 0.000& 0.000& 0.000& 0.001& 0.001& 29.13 $ 9.595$ 312.5 " 8.415$ 11.42 $ 0.001& 2
3 0.002& 0.000& 0.000& 0.000& 0.001& 0.001& 22.56 $ 9.282$ 273.3 " 7.843$ 8.216$ 0.001& 3
4 0.002& 0.000& 0.000& 0.000& 0.001& 0.001& 35.79 $ 10.07 $ 189.8 " 8.435$ 5.222& 0.001& 4
5 0.002& 0.000& 0.000& 0.000& 0.001& 0.001& 90.95 $ 12.58 $ 128.4 " 14.29 $ 3.202& 0.000& 5
6 0.002& 0.000& 0.000& 0.000& 0.014& 0.001& 60.32 $ 14.54 $ 93.02 $ 13.70 $ 2.194& 0.000& 6
7 0.002& 0.000& 0.000& 0.000& 0.002& 0.143& 46.89 $ 12.73 $ 72.47 $ 10.65 $ 1.620& 0.000& 7
8 0.001& 0.000& 0.000& 0.000& 0.001& 0.052& 51.96 $ 10.94 $ 57.49 $ 7.788& 1.058& 0.000& 8
9 0.001& 0.000& 0.000& 0.000& 0.001& 0.081& 49.61 $ 10.28 $ 49.00 $ 1.258& 0.717& 0.000& 9
10 0.001& 0.000& 0.000& 0.000& 0.001& 0.067& 39.31 $ 9.818$ 43.48 $ 0.779& 0.491& 0.000& 10
11 0.001& 0.000& 0.000& 0.000& 0.001& 0.112& 33.52 $ 9.137$ 36.96 $ 2.202& 0.290& 0.000& 11
12 0.001& 0.000& 0.000& 0.000& 0.001& 0.035& 29.32 $ 9.357$ 32.70 $ 3.767& 0.119& 0.000& 12
13 0.001& 0.000& 0.000& 0.000& 0.001& 0.021& 26.12 $ 9.994$ 30.38 $ 3.622& 0.039& 0.000& 13
14 0.001& 0.000& 0.000& 0.000& 0.001& 0.016& 23.49 $ 14.47 $ 28.76 $ 3.249& 0.022& 0.000& 14
15 0.001& 0.000& 0.000& 0.000& 0.001& 0.007& 20.64 $ 23.42 $ 26.95 $ 3.655& 0.013& 0.000& 15
16 0.001& 0.000& 0.000& 0.000& 0.002& 0.016& 18.58 $ 22.44 $ 24.31 $ 3.825& 0.003& 0.000& 16
17 0.001& 0.000& 0.000& 0.000& 0.002& 0.012& 17.26 $ 58.73 $ 21.70 $ 3.175& 0.002& 0.000& 17
18 0.001& 0.000& 0.000& 0.000& 0.002& 0.002& 16.04 $ 47.43 $ 20.29 $ 2.687& 0.002& 0.000& 18
19 0.001& 0.000& 0.000& 0.193& 0.001& 0.002& 17.16 $ 33.65 $ 24.79 $ 2.271& 0.002& 0.000& 19
20 0.001& 0.000& 0.000& 0.006& 0.002& 0.002& 30.78 $ 27.11 $ 24.24 $ 1.856& 0.001& 0.000& 20
21 0.001& 0.000& 0.000& 0.001& 0.002& 0.002& 31.89 $ 23.18 $ 21.32 $ 1.508& 0.001& 0.000& 21
22 0.000& 0.000& 0.000& 0.001& 0.001& 3.871& 27.75 $ 20.05 $ 18.85 $ 1.259& 0.001& 0.000& 22
23 0.000& 0.000& 0.000& 0.001& 0.001& 15.26 & 23.52 $ 25.92 $ 16.76 $ 1.152& 0.001& 0.000& 23
24 0.001& 0.000& 0.000& 0.001& 0.002& 41.59 $ 20.88 $ 26.70 $ 15.36 $ 1.087& 0.001& 0.000& 24
25 0.001& 0.000& 0.000& 0.001& 0.001& 27.93 $ 19.59 $ 22.52 $ 13.90 $ 0.946& 0.001& 0.000& 25
26 0.001& 0.000& 0.000& 0.001& 0.001& 19.56 $ 18.06 $ 19.03 $ 12.81 $ 0.908& 0.001& 0.000& 26
27 0.001& 0.000& 0.000& 0.001& 0.001& 21.09 $ 16.39 $ 16.59 $ 11.84 $ 0.799& 0.001& 0.000& 27
28 0.001& 0.000& 0.000& 0.001& 0.001& 26.60 $ 14.54 $ 17.01 $ 10.82 $ 0.529& 0.001& 0.000& 28
29 0.001& 0.000& 0.001& 0.001& 24.21 $ 13.07 $ 18.69 $ 10.12 $ 0.471& 0.001& 0.000& 29
30 0.000& 0.000& 0.001& 0.001& 28.08 $ 12.08 $ 99.32 $ 9.224$ 0.680& 0.001& 0.000& 30
31 0.000& 0.000& 0.001& 11.30 $ 301.3 " 3.716& 0.000& 31
Mean 0.001& 0.000& 0.000& 0.007& 0.002& 6.959& 29.19 $ 30.84 $ 63.67 $ 4.039& 1.565& 0.000&
Median 0.001& 0.000& 0.000& 0.000& 0.001& 0.028& 23.52 $ 17.01 $ 25.87 $ 2.687& 0.008& 0.000&
Maximum 0.002& 0.000& 0.000& 0.193& 0.014& 41.59 & 90.95 $ 301.3 $ 312.5 $ 14.29 & 12.31 & 0.001&
Minimum 0.000& 0.000& 0.000& 0.000& 0.001& 0.001& 11.30 $ 9.137$ 9.224$ 0.471& 0.001& 0.000&
Total 0.029& 0.000& 0.000& 0.207& 0.054& 208.8 & 904.9 $ 956.2 $1910 $ 125.2 & 46.95 & 0.005&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.38 & " ... Relative Uncertainty +/-10%
Ann. Median 0.002& $ ... Relative Uncertainty +/-20%
Annual Total 4152 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 312.5 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 134.8 $ 94.30 $ 40.30 $ 36.39 $ 0.926& 0.341& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 84.07 $ 81.29 $ 65.53 $ 35.87 $ 5.241& 0.265& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 58.68 $ 85.61 $ 63.18 $ 32.37 $ 9.562$ 0.289& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 45.53 $ 76.65 $ 49.08 $ 28.34 $ 6.402$ 0.206& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 39.13 $ 66.53 $ 45.05 $ 25.47 $ 3.975& 0.111& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 144.5 $ 56.36 $ 163.1 $ 23.65 $ 2.460& 0.046& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 269.4 " 49.71 $ 462.8 $ 23.12 $ 1.768& 0.023& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 214.2 " 45.12 $ 268.3 " 37.51 $ 1.368& 0.007& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 138.1 " 62.98 $ 186.8 " 33.67 $ 3.263& 0.002& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 96.23 $ 216.4 " 362.0 $ 27.42 $ 13.90 $ 0.002& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 3.573& 72.28 $ 207.7 " 250.3 " 23.41 $ 12.49 $ 0.001& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.104& 60.51 $ 141.0 " 170.3 " 20.33 $ 8.367$ 0.001& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.015& 141.0 $ 103.9 $ 128.3 " 18.40 $ 7.943$ 0.001& 13
14 0.000& 0.000& 0.000& 0.000& 0.001& 0.004& 167.4 " 83.66 $ 101.1 $ 16.88 $ 8.484$ 0.001& 14
15 0.000& 0.000& 0.000& 0.000& 0.001& 0.002& 170.9 " 80.32 $ 84.64 $ 15.42 $ 10.37 $ 0.001& 15
16 0.000& 0.000& 0.000& 0.000& 0.001& 0.002& 462.4 $ 240.6 " 70.70 $ 13.97 $ 10.14 $ 0.001& 16
17 0.000& 0.000& 0.000& 0.000& 0.001& 0.276& 699.9 $ 173.1 " 61.61 $ 12.74 $ 8.004$ 0.001& 17
18 0.000& 0.000& 0.000& 0.000& 0.001& 0.157& 397.5 $ 132.4 " 54.03 $ 11.65 $ 6.661$ 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.001& 3.935& 252.6 " 99.54 $ 54.43 $ 10.45 $ 5.852$ 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.001& 8.435$ 173.9 " 82.72 $ 65.91 $ 9.219$ 5.074& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.001& 6.346$ 130.2 " 73.15 $ 55.91 $ 8.246$ 3.861& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.001& 7.777& 99.98 $ 63.93 $ 49.86 $ 7.185$ 2.862& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.001& 132.5 $ 115.5 $ 57.69 $ 44.81 $ 6.293$ 2.125& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.002& 87.34 $ 96.69 $ 52.14 $ 39.33 $ 5.405$ 1.533& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.046& 48.24 $ 75.99 $ 46.37 $ 34.89 $ 4.818& 0.940& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.002& 39.90 $ 78.50 $ 40.41 $ 33.03 $ 4.220& 0.661& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.001& 85.48 $ 111.5 $ 37.23 $ 36.59 $ 3.551& 0.437& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.004& 76.49 $ 375.4 $ 35.09 $ 38.08 $ 3.021& 0.349& 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 0.044& 174.1 $ 227.9 " 33.46 $ 40.80 $ 0.545& 0.315& 0.000& 29
30 0.000& 0.000& 0.000& 0.009& 190.3 " 154.9 " 30.84 $ 37.30 $ 0.255& 0.365& 0.000& 30
31 0.000& 0.000& 0.002& 118.6 $ 29.30 $ 0.182& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.004& 28.83 & 174.5 $ 86.44 $ 105.3 $ 16.13 & 4.857& 0.042&
Median 0.000& 0.000& 0.000& 0.000& 0.001& 0.131& 134.8 $ 73.15 $ 58.76 $ 13.97 & 3.918& 0.001&
Maximum 0.000& 0.000& 0.000& 0.000& 0.046& 190.3 & 699.9 $ 240.6 $ 462.8 $ 37.51 & 13.90 & 0.341&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 39.13 $ 29.30 $ 33.03 $ 0.182& 0.315& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 0.119& 865.0 &5408 $2679 $3158 $ 500.0 & 145.7 & 1.301&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.86 & " ... Relative Uncertainty +/-10%
Ann. Median 0.003& $ ... Relative Uncertainty +/-20%
Annual Total 12758 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 699.9 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.000& 0.000& 0.000& 0.000& 0.001& 30.68 $ 69.38 $ 528.1 $ 87.05 $ 56.19 $ 39.17 $ 1.638& 1
2 0.000& 0.000& 0.000& 0.000& 0.001& 22.03 $ 61.37 $ 410.4 $ 131.2 " 82.24 $ 36.12 $ 1.323& 2
3 0.000& 0.000& 0.000& 0.000& 0.001& 16.70 $ 50.95 $ 291.9 " 110.8 $ 74.89 $ 32.83 $ 1.040& 3
4 0.000& 0.000& 5.090& 0.000& 0.001& 13.46 $ 54.12 $ 228.5 " 88.61 $ 63.47 $ 31.76 $ 0.833& 4
5 0.000& 0.000& 0.063& 0.000& 1.501& 11.77 $ 160.3 $ 182.6 " 72.33 $ 63.62 $ 29.64 $ 0.696& 5
6 0.000& 0.000& 0.001& 0.000& 0.057& 11.63 $ 177.5 " 150.8 " 62.23 $ 56.11 $ 26.95 $ 0.456& 6
7 0.000& 0.000& 0.000& 0.000& 0.003& 15.64 $ 287.5 " 129.2 " 54.18 $ 48.19 $ 24.88 $ 0.296& 7
8 0.000& 0.000& 0.000& 0.000& 0.002& 15.34 $ 208.1 " 160.3 " 48.00 $ 51.01 $ 22.77 $ 0.178& 8
9 0.000& 0.000& 0.000& 0.000& 0.002& 13.90 $ 386.0 $ 300.5 " 95.48 $ 45.25 $ 20.08 $ 0.091& 9
10 0.000& 0.000& 0.000& 0.000& 0.002& 16.38 $ 663.6 $ 407.9 $ 136.5 " 39.61 $ 17.80 $ 0.050& 10
11 0.000& 0.000& 0.000& 0.001& 0.001& 30.15 $ 327.0 $ 316.4 " 97.55 $ 38.96 $ 16.33 $ 0.027& 11
12 0.000& 0.000& 0.000& 0.595& 0.002& 30.67 $ 280.2 " 244.2 " 75.26 $ 47.13 $ 14.96 $ 0.010& 12
13 0.000& 0.000& 0.000& 0.004& 0.002& 25.40 $ 404.3 $ 202.6 " 63.57 $ 40.93 $ 13.67 $ 0.003& 13
14 0.000& 0.000& 0.000& 0.001& 0.002& 23.82 $ 388.3 $ 166.4 " 55.41 $ 36.37 $ 12.14 $ 0.002& 14
15 0.000& 0.000& 0.000& 0.000& 0.002& 24.89 $ 293.3 " 139.6 " 52.41 $ 33.17 $ 3.271& 0.002& 15
16 0.000& 0.000& 0.000& 0.000& 0.002& 21.91 $ 218.2 " 118.1 " 174.4 $ 30.36 $ 1.326& 0.002& 16
17 0.000& 0.000& 0.000& 0.000& 0.006& 17.88 $ 171.9 " 105.2 $ 156.8 " 27.52 $ 3.238& 0.002& 17
18 0.000& 0.000& 0.000& 0.000& 0.019& 15.80 $ 154.6 " 94.77 $ 131.8 " 25.63 $ 7.173$ 0.002& 18
19 0.000& 0.000& 0.000& 0.000& 0.003& 14.54 $ 146.3 " 126.9 $ 159.9 " 42.85 $ 7.275$ 0.001& 19
20 0.000& 0.000& 0.000& 0.000& 0.002& 35.00 $ 124.5 " 143.7 " 120.7 $ 209.6 $ 7.593$ 0.001& 20
21 0.000& 0.000& 0.000& 0.000& 0.002& 79.97 $ 149.5 " 108.0 $ 93.29 $ 221.5 " 9.371$ 0.001& 21
22 0.000& 0.000& 0.000& 0.000& 0.086& 55.59 $ 130.8 " 92.86 $ 77.60 $ 150.0 " 32.78 $ 0.001& 22
23 0.000& 0.000& 0.000& 0.000& 0.351& 41.91 $ 117.1 " 79.80 $ 66.26 $ 102.2 $ 17.47 $ 0.001& 23
24 0.000& 0.000& 0.000& 0.000& 3.874& 35.22 $ 109.5 $ 70.03 $ 56.72 $ 77.73 $ 12.28 $ 0.001& 24
25 0.000& 0.000& 0.000& 0.000& 5.687$ 30.64 $ 94.93 $ 62.02 $ 50.09 $ 66.51 $ 9.258$ 0.001& 25
26 0.000& 0.000& 0.000& 0.000& 4.639& 27.70 $ 87.70 $ 60.31 $ 46.21 $ 60.34 $ 6.977$ 0.001& 26
27 0.000& 0.000& 0.000& 0.000& 3.506& 27.62 $ 134.2 $ 58.87 $ 43.57 $ 78.05 $ 5.044& 0.001& 27
28 0.000& 0.000& 0.000& 0.000& 3.136& 50.14 $ 148.0 " 51.59 $ 45.11 $ 71.90 $ 3.800& 0.000& 28
29 0.000& 0.000& 0.001& 8.570$ 88.17 $ 242.6 " 52.67 $ 42.91 $ 56.31 $ 2.786& 0.000& 29
30 0.000& 0.000& 0.005& 32.84 $ 85.28 $ 341.4 " 56.55 $ 44.14 $ 47.20 $ 2.042& 0.000& 30
31 0.000& 0.000& 41.06 $ 352.8 " 59.39 $ 42.10 $ 0.000& 31
Mean 0.000& 0.000& 0.166& 0.020& 3.399& 30.99 $ 210.8 $ 167.7 $ 84.66 $ 67.32 $ 15.69 & 0.215&
Median 0.000& 0.000& 0.000& 0.000& 0.003& 25.15 $ 160.3 $ 129.2 $ 73.80 $ 56.11 $ 12.98 & 0.002&
Maximum 0.000& 0.000& 5.090& 0.595& 41.06 & 88.17 $ 663.6 $ 528.1 $ 174.4 $ 221.5 $ 39.17 & 1.638&
Minimum 0.000& 0.000& 0.000& 0.000& 0.001& 11.63 $ 50.95 $ 51.59 $ 42.91 $ 25.63 $ 1.326& 0.000&
Total 0.000& 0.000& 5.157& 0.610& 105.4 & 929.8 $6536 $5200 $2540 $2087 $ 470.8 & 6.660&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.99 & " ... Relative Uncertainty +/-10%
Ann. Median 4.639& $ ... Relative Uncertainty +/-20%
Annual Total 17881 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 663.6 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.004& 7.955$ 158.9 " 36.20 $ 16.08 $ 5.350& 0.001& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.010& 6.914$ 192.5 " 33.62 $ 15.25 $ 4.080& 0.001& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.011& 6.065$ 217.0 " 31.75 $ 14.37 $ 3.050& 0.001& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.011& 5.397$ 181.2 " 30.17 $ 13.43 $ 2.029& 0.001& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.014& 6.254$ 138.9 " 35.98 $ 13.90 $ 1.593& 0.001& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.015& 6.794$ 112.5 " 36.37 $ 14.92 $ 1.389& 0.001& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.016& 7.013$ 199.1 " 36.77 $ 13.84 $ 1.118& 0.001& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.022& 6.375$ 278.2 $ 32.07 $ 12.76 $ 0.860& 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.060& 9.758$ 386.9 $ 29.50 $ 11.77 $ 0.712& 0.001& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.105& 48.96 $ 297.6 " 27.05 $ 11.42 $ 0.659& 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.151& 42.45 $ 215.0 " 25.14 $ 10.97 $ 0.708& 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.233& 31.96 $ 157.8 " 23.80 $ 10.65 $ 0.566& 0.000& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.188& 26.08 $ 170.0 " 46.06 $ 9.827$ 0.652& 0.000& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.121& 28.34 $ 260.3 " 57.11 $ 9.286$ 0.439& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.145& 48.77 $ 175.9 " 42.86 $ 8.815$ 0.295& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.137& 46.49 $ 178.9 " 35.95 $ 8.279$ 0.234& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.180& 42.50 $ 437.7 $ 31.41 $ 7.399$ 0.193& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 0.068& 0.366& 142.1 $ 368.3 $ 29.23 $ 6.523$ 0.214& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.009& 6.364& 118.3 $ 258.5 " 36.35 $ 5.989$ 0.269& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.001& 12.47 $ 74.39 $ 188.1 " 42.90 $ 5.348$ 0.165& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.001& 9.821$ 109.5 $ 150.9 " 39.38 $ 5.140$ 0.154& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.001& 13.27 $ 129.2 " 120.4 " 34.51 $ 4.722& 0.269& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.613& 17.88 $ 140.9 $ 98.75 $ 30.98 $ 0.747& 0.169& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.360& 19.34 $ 213.4 " 84.18 $ 30.20 $ 0.527& 0.084& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.019& 17.04 $ 155.8 " 74.36 $ 29.12 $ 0.502& 0.039& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.003& 13.67 $ 564.3 $ 66.48 $ 26.95 $ 1.322& 0.020& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.003& 11.46 $ 382.8 $ 62.03 $ 24.84 $ 2.816& 0.005& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.003& 10.54 $ 224.4 " 52.31 $ 22.94 $ 2.661& 0.002& 0.000& 28
29 0.000& 0.000& 0.000& 0.002& 10.29 $ 252.5 " 46.78 $ 20.58 $ 3.500& 0.002& 0.000& 29
30 0.000& 0.000& 0.000& 0.002& 9.106$ 263.4 " 42.64 $ 18.10 $ 4.450& 0.001& 0.000& 30
31 0.000& 0.000& 0.003& 192.3 " 39.09 $ 5.244& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.035& 5.101& 107.8 $ 174.6 $ 32.60 $ 8.144& 0.844& 0.000&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.184& 48.77 $ 170.0 $ 31.58 $ 8.279& 0.282& 0.000&
Maximum 0.000& 0.000& 0.000& 0.000& 0.613& 19.34 & 564.3 $ 437.7 $ 57.11 $ 16.08 & 5.350& 0.001&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.004& 5.397$ 39.09 $ 18.10 $ 0.502& 0.001& 0.000&
Total 0.001& 0.000& 0.000& 0.000& 1.089& 153.0 &3341 $5411 $ 977.9 $ 252.5 & 25.32 & 0.010&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27.84 & " ... Relative Uncertainty +/-10%
Ann. Median 0.009& $ ... Relative Uncertainty +/-20%
Annual Total 10162 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 564.3 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge 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 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.364& 31.49 $ 21.42 $ 19.23 $ 0.335& 0.001& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.306& 144.4 $ 28.47 $ 30.09 $ 0.258& 0.001& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.385& 562.9 $ 43.92 $ 32.46 $ 0.153& 0.001& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.023& 11.50 & 266.0 " 43.48 $ 26.23 $ 0.062& 0.001& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.065& 24.36 $ 154.1 " 40.29 $ 22.38 $ 0.032& 0.000& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.012& 22.75 $ 105.6 $ 43.62 $ 19.54 $ 0.025& 0.000& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 18.61 $ 79.69 $ 39.29 $ 16.92 $ 0.012& 0.000& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 15.39 $ 160.5 $ 33.82 $ 14.74 $ 0.006& 0.000& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 13.23 $ 201.5 " 29.49 $ 13.32 $ 0.003& 0.000& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 11.48 $ 121.3 " 26.34 $ 12.23 $ 0.002& 0.000& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 10.36 $ 100.9 $ 24.44 $ 10.92 $ 0.002& 0.000& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 9.336$ 77.70 $ 23.24 $ 9.681$ 0.002& 0.000& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 10.71 $ 64.37 $ 119.3 $ 8.705$ 0.002& 0.000& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 15.40 $ 54.21 $ 325.8 " 7.636$ 0.002& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 13.73 $ 83.79 $ 233.3 " 3.040& 0.001& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 11.43 $ 218.5 " 183.2 " 1.914& 0.001& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.100& 10.26 $ 145.3 " 158.3 " 2.657& 0.001& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 0.142& 10.28 $ 100.8 $ 110.6 $ 2.059& 0.001& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 0.157& 44.90 $ 80.32 $ 91.63 $ 2.607& 0.001& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 0.231& 61.16 $ 66.89 $ 78.56 $ 2.244& 0.001& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 0.266& 42.23 $ 59.99 $ 65.78 $ 1.960& 0.001& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 0.853& 38.14 $ 52.30 $ 54.78 $ 1.710& 0.001& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 1.082& 31.95 $ 47.18 $ 45.58 $ 1.597& 0.001& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 1.194& 28.50 $ 43.17 $ 39.60 $ 1.420& 0.000& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 1.471& 24.78 $ 38.27 $ 36.08 $ 1.320& 0.000& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 1.231& 29.82 $ 34.59 $ 32.41 $ 1.005& 0.000& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 0.950& 33.77 $ 29.54 $ 29.40 $ 0.739& 0.001& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 0.766& 30.65 $ 27.17 $ 26.16 $ 0.541& 0.001& 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 0.559& 36.18 $ 24.80 $ 23.06 $ 0.476& 0.001& 0.000& 29
30 0.000& 0.000& 0.000& 0.000& 0.452& 36.69 $ 22.64 $ 20.49 $ 0.452& 0.001& 0.000& 30
31 0.000& 0.000& 0.001& 34.06 $ 20.95 $ 0.364& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 0.319& 22.06 & 103.9 $ 69.06 $ 8.715& 0.030& 0.000&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.044& 18.61 & 77.70 $ 39.95 $ 2.657& 0.001& 0.000&
Maximum 0.000& 0.000& 0.000& 0.000& 0.001& 1.471& 61.16 & 562.9 $ 325.8 $ 32.46 & 0.335& 0.001&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 0.306& 20.95 $ 20.49 $ 0.364& 0.000& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 0.004& 9.562& 683.7 &3221 $2072 $ 270.2 & 0.906& 0.005&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.14 & " ... Relative Uncertainty +/-10%
Ann. Median 0.000& $ ... Relative Uncertainty +/-20%
Annual Total 6257 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 562.9 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2024
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.635& 518.5 $ 141.8 " 17.46 $ 2.842& 3.524& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.611& 2.200& 275.9 " 118.2 $ 38.60 $ 2.231& 2.886& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.004& 2.291& 171.5 " 101.7 $ 87.92 $ 1.815& 2.501& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 3.349& 116.4 $ 115.4 $ 66.67 $ 1.603& 2.614& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 2.822& 89.20 $ 153.2 " 51.60 $ 1.480& 2.205& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.183& 2.309& 86.71 $ 153.6 " 41.64 $ 1.271& 1.914& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.131& 2.817& 432.9 $ 123.2 " 35.42 $ 1.162& 1.327& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 2.945& 255.9 " 100.3 $ 30.16 $ 1.207& 0.905& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.109& 6.236& 161.0 " 88.55 $ 26.58 $ 1.045& 0.600& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.066& 24.52 $ 123.3 " 77.72 $ 23.09 $ 0.838& 0.371& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.025& 26.74 $ 98.57 $ 64.43 $ 19.94 $ 0.731& 0.255& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.079& 19.71 $ 98.29 $ 55.66 $ 17.89 $ 0.597& 0.185& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.015& 15.72 $ 97.74 $ 48.73 $ 16.20 $ 0.468& 0.109& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.005& 13.05 $ 176.7 " 42.90 $ 15.26 $ 0.364& 0.063& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.003& 11.28 $ 185.4 " 38.67 $ 15.34 $ 0.268& 0.030& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.004& 9.895$ 130.8 " 35.38 $ 14.96 $ 0.160& 0.009& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.099& 9.164$ 380.7 $ 32.73 $ 13.96 $ 0.106& 0.003& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 0.095& 19.33 $ 646.3 $ 30.59 $ 13.12 $ 0.072& 0.002& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 0.063& 36.37 $ 370.6 $ 28.07 $ 12.24 $ 13.99 & 0.002& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 0.038& 34.28 $ 272.0 " 25.93 $ 12.01 $ 458.5 $ 0.001& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 0.020& 33.33 $ 250.3 " 24.45 $ 14.93 $ 95.70 $ 0.001& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 0.457& 40.62 $ 246.7 " 23.54 $ 15.94 $ 43.84 $ 0.001& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 3.122& 201.5 $ 400.0 $ 21.68 $ 13.06 $ 29.82 $ 0.001& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 2.850& 129.0 $ 734.5 $ 20.40 $ 11.43 $ 21.64 $ 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 1.694& 93.11 $ 480.8 $ 18.71 $ 10.08 $ 15.68 $ 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 2.656& 77.43 $ 326.4 " 17.56 $ 8.544$ 11.75 $ 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 4.106& 57.30 $ 274.1 " 21.90 $ 7.492$ 9.504$ 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 2.903& 93.45 $ 223.8 " 25.16 $ 6.426$ 7.605$ 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 0.000& 2.446& 194.3 " 262.6 " 20.80 $ 5.318& 5.761$ 0.000& 29
30 0.000& 0.000& 0.000& 0.000& 1.949& 130.3 " 226.4 " 18.67 $ 4.122& 4.649& 0.000& 30
31 0.000& 0.000& 0.000& 339.4 $ 166.0 " 3.293& 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 0.791& 52.79 & 267.1 $ 59.66 $ 21.64 & 24.56 & 0.629&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.087& 19.71 & 246.7 $ 37.03 $ 15.26 & 1.709& 0.009&
Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 4.106& 339.4 & 734.5 $ 153.6 $ 87.92 & 458.5 & 3.524&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.635& 86.71 $ 17.56 $ 3.293& 0.072& 0.000&
Total 0.000& 0.000& 0.000& 0.000& 0.000& 23.74 &1636 &8280 $1790 $ 670.7 & 736.7 & 19.51 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.95 & " ... Relative Uncertainty +/-10%
Ann. Median 0.064& $ ... Relative Uncertainty +/-20%
Annual Total 13157 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 734.5 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2025
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.985& 92.39 $ 80.86 $ 29.03 $ 18.81 $ 0.221& 1
2 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 3.603& 427.4 $ 72.29 $ 27.14 $ 18.33 $ 0.115& 2
3 0.000& 0.000& 0.000& 0.000& 0.000& 0.021& 54.90 $ 604.6 $ 66.36 $ 25.51 $ 12.84 $ 0.055& 3
4 0.000& 0.000& 0.000& 0.000& 0.000& 0.255& 54.70 $ 410.7 $ 60.09 $ 30.27 $ 10.07 $ 0.017& 4
5 0.000& 0.000& 0.000& 0.000& 0.000& 0.015& 35.23 $ 283.6 " 157.8 $ 40.46 $ 8.820$ 0.007& 5
6 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 34.62 $ 203.9 " 327.0 " 32.25 $ 31.18 $ 0.003& 6
7 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 93.91 $ 151.1 " 238.8 " 27.86 $ 22.19 $ 0.002& 7
8 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 64.27 $ 209.3 $ 179.7 " 25.46 $ 13.91 $ 0.002& 8
9 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 44.51 $ 310.6 " 130.4 " 23.09 $ 10.24 $ 0.002& 9
10 0.000& 0.000& 0.000& 0.000& 0.000& 0.107& 35.93 $ 291.2 " 104.4 $ 20.97 $ 7.566$ 0.001& 10
11 0.000& 0.000& 0.000& 0.000& 0.000& 0.017& 31.60 $ 208.8 " 88.70 $ 19.95 $ 5.658$ 0.001& 11
12 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 110.5 $ 155.4 " 77.09 $ 18.45 $ 4.463& 0.001& 12
13 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 108.9 $ 125.8 " 131.5 $ 17.19 $ 3.202& 0.001& 13
14 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 85.03 $ 270.3 " 254.5 " 15.91 $ 2.533& 0.000& 14
15 0.000& 0.000& 0.000& 0.000& 0.000& 0.001& 70.53 $ 212.4 " 244.5 " 14.21 $ 2.134& 0.000& 15
16 0.000& 0.000& 0.000& 0.000& 0.000& 0.002& 118.6 $ 149.6 " 165.6 " 13.97 $ 1.818& 0.000& 16
17 0.000& 0.000& 0.000& 0.000& 0.000& 0.003& 97.65 $ 117.9 " 178.9 " 14.90 $ 1.600& 0.000& 17
18 0.000& 0.000& 0.000& 0.000& 0.000& 0.126& 91.04 $ 97.79 $ 154.3 " 14.84 $ 1.310& 0.000& 18
19 0.000& 0.000& 0.000& 0.000& 0.000& 0.044& 83.70 $ 409.6 $ 116.3 " 14.87 $ 1.001& 0.000& 19
20 0.000& 0.000& 0.000& 0.000& 0.000& 0.253& 128.5 $ 519.3 $ 99.24 $ 19.49 $ 0.739& 0.000& 20
21 0.000& 0.000& 0.000& 0.000& 0.000& 0.559& 186.4 " 348.4 $ 84.30 $ 19.94 $ 0.569& 0.000& 21
22 0.000& 0.000& 0.000& 0.000& 0.000& 0.440& 118.1 $ 258.1 " 71.78 $ 17.21 $ 0.737& 0.000& 22
23 0.000& 0.000& 0.000& 0.000& 0.000& 6.024& 218.5 " 195.0 " 61.90 $ 14.48 $ 1.155& 0.000& 23
24 0.000& 0.000& 0.000& 0.000& 0.000& 7.968$ 296.5 " 181.3 " 54.68 $ 13.99 $ 1.261& 0.000& 24
25 0.000& 0.000& 0.000& 0.000& 0.000& 6.347$ 167.6 " 301.2 " 46.11 $ 17.68 $ 1.469& 0.000& 25
26 0.000& 0.000& 0.000& 0.000& 0.000& 4.558& 117.6 $ 248.5 " 41.05 $ 15.70 $ 1.458& 0.000& 26
27 0.000& 0.000& 0.000& 0.000& 0.000& 3.156& 214.1 $ 188.3 " 37.55 $ 12.76 $ 1.091& 0.000& 27
28 0.000& 0.000& 0.000& 0.000& 0.000& 2.144& 344.1 " 168.9 " 35.69 $ 10.97 $ 0.762& 0.000& 28
29 0.000& 0.000& 0.000& 0.000& 2.171& 220.6 " 129.2 " 32.38 $ 9.647$ 0.585& 0.000& 29
30 0.000& 0.000& 0.000& 0.000& 1.909& 147.7 " 105.3 $ 30.37 $ 9.135$ 0.380& 0.000& 30
31 0.000& 0.000& 0.000& 115.0 $ 91.00 $ 9.898$ 0.000& 31
Mean 0.000& 0.000& 0.000& 0.000& 0.000& 1.204& 112.8 & 240.9 $ 114.1 $ 19.27 $ 6.263& 0.014&
Median 0.000& 0.000& 0.000& 0.000& 0.000& 0.032& 97.65 & 208.8 $ 86.50 $ 17.21 $ 1.976& 0.000&
Maximum 0.000& 0.000& 0.000& 0.000& 0.000& 7.968& 344.1 & 604.6 $ 327.0 $ 40.46 $ 31.18 & 0.221&
Minimum 0.000& 0.000& 0.000& 0.000& 0.000& 0.000& 1.985& 91.00 $ 30.37 $ 9.135$ 0.380& 0.000&
Total 0.001& 0.000& 0.000& 0.000& 0.000& 36.13 &3496 &7467 $3424 $ 597.2 $ 187.9 & 0.431&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 41.67 & " ... Relative Uncertainty +/-10%
Ann. Median 0.002& $ ... Relative Uncertainty +/-20%
Annual Total 15209 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 604.6 & 0.000&
Department of Water and Environmental Regulation HYDAY V146 Output 11/09/2026
Site 611026 Ferguson River - Dowdells Rd Bridge Year 2026
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000& 0.000B 0.000B 0.000B 0.000B 0.004^ 32.83 $ 15.81 $ 43.06 $ [ ] [ ] [ ] 1
2 0.000& 0.000B 0.000B 0.000B 0.000B 0.002^ 22.37 $ 15.10 $ 39.57 $ [ ] [ ] [ ] 2
3 0.000& 0.000B 0.000B 0.000B 0.000B 0.001^ 15.91 $ 13.79 $ 39.18 $ [ ] [ ] [ ] 3
4 0.000& 0.000B 0.000B 0.000B 0.000B 0.002^ 12.50 $ 15.17 $ 37.17 $ [ ] [ ] [ ] 4
5 0.000& 0.000B 0.000B 0.000B 0.000B 0.002^ 11.02 $ 19.05 $ 34.39 $ [ ] [ ] [ ] 5
6 0.000& 0.000B 0.000B 0.000B 0.000B 0.002^ 10.42 $ 19.83 $ 31.47 $ [ ] [ ] [ ] 6
7 0.000& 0.000B 0.000B 0.000B 0.000B 0.002^ 11.02 $ 18.00 $ 28.14 $ [ ] [ ] [ ] 7
8 0.000& 0.000B 0.000B 0.000B 0.000B 0.021^ 10.41 $ 27.57 $ 24.54 $ [ ] [ ] [ ] 8
9 0.000& 0.000B 0.000B 0.000B 0.000^ 0.025^ 9.501$ 34.40 $ 21.12 $ [ ] [ ] [ ] 9
10 0.000& 0.000B 0.000B 0.000B 0.000^ 0.002^ 9.832$ 36.00 $ [ ] [ ] [ ] [ ] 10
11 0.000& 0.000B 0.000B 0.000B 0.000^ 0.016^ 8.808$ 43.48 $ [ ] [ ] [ ] [ ] 11
12 0.000& 0.000B 0.000B 0.000B 0.000^ 0.015^ 7.682$ 38.06 $ [ ] [ ] [ ] [ ] 12
13 0.000& 0.000B 0.000B 0.000B 0.000^ 0.002^ 6.386& 32.75 $ [ ] [ ] [ ] [ ] 13
14 0.000& 0.000B 0.000B 0.000B 0.000^ 0.037^ 6.315& 29.28 $ [ ] [ ] [ ] [ ] 14
15 0.000& 0.000B 0.000B 0.000B 0.000^ 0.034^ 5.890& 24.31 $ [ ] [ ] [ ] [ ] 15
16 0.000& 0.000B 0.000B 0.000B 0.000^ 0.003^ 14.13 & 19.88 $ [ ] [ ] [ ] [ ] 16
17 0.000& 0.000B 0.000B 0.000B 0.000^ 0.003^ 109.6 $ 21.34 & [ ] [ ] [ ] [ ] 17
18 0.000& 0.000B 0.000B 0.000B 0.000^ 0.003^ 150.9 " 32.97 $ [ ] [ ] [ ] [ ] 18
19 0.000& 0.000B 0.000B 0.000B 0.000^ 0.003^ 136.9 $ 29.68 $ [ ] [ ] [ ] [ ] 19
20 0.000& 0.000B 0.000B 0.000B 0.000^ 0.002^ 79.83 $ 28.40 $ [ ] [ ] [ ] [ ] 20
21 0.000& 0.000B 0.000B 0.000B 0.000^ 0.007^ 54.51 $ 24.89 $ [ ] [ ] [ ] [ ] 21
22 0.000B 0.000B 0.000B 0.000B 0.000^ 0.009^ 42.24 $ 22.09 $ [ ] [ ] [ ] [ ] 22
23 0.000B 0.000B 0.000B 0.000B 0.000^ 0.002^ 35.70 $ 19.45 $ [ ] [ ] [ ] [ ] 23
24 0.000B 0.000B 0.000B 0.000B 0.000^ 0.002^ 30.89 $ 17.37 $ [ ] [ ] [ ] [ ] 24
25 0.000B 0.000B 0.000B 0.000B 0.000^ 0.002^ 27.84 $ 17.93 $ [ ] [ ] [ ] [ ] 25
26 0.000B 0.000B 0.000B 0.000B 0.000^ 0.019^ 27.05 $ 113.7 $ [ ] [ ] [ ] [ ] 26
27 0.000B 0.000B 0.000B 0.000B 0.001^ 0.118^ 25.12 $ 229.9 " [ ] [ ] [ ] [ ] 27
28 0.000B 0.000B 0.000B 0.000B 0.029^ 16.84 ^ 21.60 $ 132.6 $ [ ] [ ] [ ] [ ] 28
29 0.000B 0.000B 0.000B 0.001^ 21.23 $ 19.04 $ 80.64 $ [ ] [ ] [ ] [ ] 29
30 0.000B 0.000B 0.000B 0.001^ 24.99 $ 17.05 $ 60.29 $ [ ] [ ] [ ] [ ] 30
31 0.000B 0.000B 0.035^ 15.78 $ 48.51 $ [ ] [ ] 31
Mean 0.000B 0.000B 0.000B 0.000B 0.002B 2.113^ 31.90 & 41.36 & 33.18 $ [ ] [ ] [ ]
Median 0.000B 0.000B 0.000B 0.000B 0.000B 0.003^ 17.05 & 27.57 & 34.39 $ [ ] [ ] [ ]
Maximum 0.000B 0.000B 0.000B 0.000B 0.035B 24.99 ^ 150.9 & 229.9 & 43.06 $ [ ] [ ] [ ]
Minimum 0.000B 0.000B 0.000B 0.000B 0.000B 0.001^ 5.890& 13.79 & 21.12 $ [ ] [ ] [ ]
Total 0.000B 0.000B 0.000B 0.000B 0.072B 63.40 ^ 989.1 &1282 & 298.6 $ [ ] [ ] [ ]
Missing Days 0 0 0 0 0 0 0 0 21 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.45 B " ... Relative Uncertainty +/-10%
Ann. Median 0.000B $ ... Relative Uncertainty +/-20%
Annual Total 2633 B & ... Relative Uncertainty +/-30%
Missing Days 113 B ... Outside measured range
[ ... Not Available
Maximum Minimum ^ ... Relative Uncertainty +/-50%
Daily 229.9 B 0.000B