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Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 [ ] [ ] [ ] [ ] [ ] 11.21 & 35.07 & 46.87 & 414.3 & 21.82 & 11.12 & 15.15 & 1
2 [ ] [ ] [ ] [ ] [ ] 11.77 & 29.36 & 953.4 & 189.5 & 20.80 & 11.63 & 15.10 & 2
3 [ ] [ ] [ ] [ ] [ ] 13.14 & 105.2 & 380.1 & 123.8 & 21.45 & 11.59 & 12.94 & 3
4 [ ] [ ] [ ] [ ] [ ] 13.61 & 42.18 & 130.6 & 92.47 & 19.99 & 11.60 & 11.02 & 4
5 [ ] [ ] [ ] [ ] [ ] 15.18 & 31.22 & 64.15 & 104.9 & 24.12 & 12.22 & 9.938& 5
6 [ ] [ ] [ ] [ ] [ ] 15.56 & 22.42 & 52.48 & 121.2 & 385.9 & 12.36 & 9.039& 6
7 [ ] [ ] [ ] [ ] 11.35 & 16.73 & 18.45 & 72.54 & 86.43 & 163.0 & 24.32 & 8.664& 7
8 [ ] [ ] [ ] [ ] 10.89 & 15.08 & 16.17 & 47.18 & 65.96 & 93.48 & 26.09 & 8.399& 8
9 [ ] [ ] [ ] [ ] 11.82 & 13.85 & 15.55 & 53.53 & 72.18 & 85.89 & 16.04 & 17.68 & 9
10 [ ] [ ] [ ] [ ] 12.77 & 14.48 & 15.39 & 44.71 & 67.22 & 67.65 & 15.06 & 27.44 & 10
11 [ ] [ ] [ ] [ ] 12.37 & 41.58 & 14.46 & 58.01 & 58.36 & 50.95 & 14.61 & 14.48 & 11
12 [ ] [ ] [ ] [ ] 12.36 & 32.66 & 13.56 & 47.44 & 50.81 & 45.16 & 14.06 & 10.73 & 12
13 [ ] [ ] [ ] [ ] 13.19 & 20.88 & 15.58 & 34.29 & 53.13 & 37.27 & 14.62 & 13.21 & 13
14 [ ] [ ] [ ] [ ] 13.30 & 18.83 & 21.20 & 26.39 & 53.75 & 29.87 & 37.00 & 16.84 & 14
15 [ ] [ ] [ ] [ ] 13.21 & 17.50 & 19.05 & 50.15 & 50.81 & 25.99 & 48.41 & 12.57 & 15
16 [ ] [ ] [ ] [ ] 12.22 & 17.86 & 19.97 & 111.8 & 47.01 & 27.53 & 24.45 & 9.279& 16
17 [ ] [ ] [ ] [ ] 13.24 & 14.42 & 49.91 & 93.93 & 60.68 & 25.01 & 21.04 & 8.651& 17
18 [ ] [ ] [ ] [ ] 12.81 & 12.89 & 27.05 & 54.46 & 49.17 & 21.49 & 29.07 & 7.400& 18
19 [ ] [ ] [ ] [ ] 12.46 & 12.70 & 22.21 & 36.00 & 45.40 & 19.34 & 68.17 & 7.447& 19
20 [ ] [ ] [ ] [ ] 13.20 & 11.82 & 16.29 & 30.80 & 47.38 & 16.18 & 68.30 & 7.261& 20
21 [ ] [ ] [ ] [ ] 11.91 & 17.18 & 14.40 & 26.00 & 51.64 & 14.26 & 49.57 & 6.927& 21
22 [ ] [ ] [ ] [ ] 12.87 & 21.42 & 13.59 & 23.45 & 44.59 & 14.22 & 31.58 & 6.955& 22
23 [ ] [ ] [ ] [ ] 11.14 & 15.55 & 12.10 & 22.23 & 45.44 & 13.86 & 22.69 & 7.003& 23
24 [ ] [ ] [ ] [ ] 11.39 & 14.32 & 11.65 & 21.74 & 42.19 & 14.22 & 20.03 & 6.942& 24
25 [ ] [ ] [ ] [ ] 11.13 & 15.86 & 11.66 & 24.02 & 31.73 & 17.24 & 19.23 & 6.779& 25
26 [ ] [ ] [ ] [ ] 11.34 & 38.93 & 11.37 & 40.55 & 27.83 & 19.56 & 18.59 & 6.801& 26
27 [ ] [ ] [ ] [ ] 11.21 & 35.33 & 11.91 & 57.01 & 35.34 & 17.32 & 17.91 & 6.282& 27
28 [ ] [ ] [ ] [ ] 11.19 & 58.40 & 13.55 & 211.8 & 34.81 & 14.85 & 15.64 & 6.344& 28
29 [ ] [ ] [ ] [ ] 11.49 & 135.9 & 26.68 & 105.5 & 30.24 & 13.05 & 14.41 & 6.234& 29
30 [ ] [ ] [ ] 11.44 & 65.93 & 17.26 & 69.79 & 25.44 & 11.62 & 16.21 & 8.512& 30
31 [ ] [ ] 10.86 & 13.08 & 398.3 & 11.02 & 9.730& 31
Mean [ ] [ ] [ ] [ ] 12.05 & 25.35 & 22.82 & 109.3 & 74.13 & 44.01 & 23.92 & 10.38 &
Median [ ] [ ] [ ] [ ] 11.91 & 15.71 & 16.29 & 52.48 & 51.23 & 21.45 & 18.25 & 8.664&
Maximum [ ] [ ] [ ] [ ] 13.30 & 135.9 & 105.2 & 953.4 & 414.3 & 385.9 & 68.30 & 27.44 &
Minimum [ ] [ ] [ ] [ ] 10.86 & 11.21 & 11.37 & 21.74 & 25.44 & 11.02 & 11.12 & 6.234&
Total [ ] [ ] [ ] [ ] 301.2 & 760.6 & 707.5 &3389 &2224 &1364 & 717.6 & 321.7 &
Missing Days 31 29 31 30 6 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 40.94 & & ... Relative Uncertainty +/-30%
Ann. Median 18.59 & [ ... Not Available
Annual Total 9786 &
Missing Days 127
Maximum Minimum
Daily 953.4 & 6.234&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 10.44 & 7.484& 5.827& 6.915& 48.01 & 38.46 & 72.57 & [ ] [ ] [ ] [ ] [ ] 1
2 10.17 & 5.994& 5.848& 6.993& 44.48 & 32.85 & 178.1 & [ ] [ ] [ ] [ ] [ ] 2
3 10.32 & 4.983& 5.696& 7.691& 53.73 & 27.77 & 79.61 & [ ] [ ] [ ] [ ] [ ] 3
4 11.11 & 4.780& 4.764& 7.547& 79.68 & 25.36 & 96.41 & [ ] [ ] [ ] [ ] [ ] 4
5 10.57 & 4.752& 5.862& 7.882& 69.99 & 26.43 & [ ] [ ] [ ] [ ] [ ] [ ] 5
6 9.932& 8.723& 5.745& 8.790& 43.76 & 23.06 & [ ] [ ] [ ] [ ] [ ] [ ] 6
7 9.648& 7.370& 5.298& 8.162& 28.27 & 26.01 & [ ] [ ] [ ] [ ] [ ] [ ] 7
8 9.373& 6.365& 5.228& 7.221& 19.19 & 29.68 & [ ] [ ] [ ] [ ] [ ] [ ] 8
9 9.178& 5.924& 5.200& 7.256& 16.71 & 197.9 & [ ] [ ] [ ] [ ] [ ] [ ] 9
10 9.433& 5.465& 5.109& 7.838& 16.62 & 145.0 & [ ] [ ] [ ] [ ] [ ] 8.966& 10
11 9.407& 5.208& 5.085& 7.596& 19.73 & 58.73 & [ ] [ ] [ ] [ ] [ ] 8.935& 11
12 9.408& 5.044& 4.956& 9.600& 17.14 & 37.88 & [ ] [ ] [ ] [ ] [ ] 8.527& 12
13 9.188& 4.874& 4.936& 8.526& 17.67 & 27.80 & [ ] [ ] [ ] [ ] [ ] 8.601& 13
14 8.475& 4.791& 5.120& 9.472& 20.34 & 22.75 & [ ] [ ] [ ] [ ] [ ] 8.634& 14
15 8.861& 4.725& 5.147& 7.452& 18.78 & 21.74 & [ ] [ ] [ ] [ ] [ ] 8.079& 15
16 9.574& 4.723& 6.138& 7.116& 18.83 & 27.28 & [ ] [ ] [ ] [ ] [ ] 7.637& 16
17 9.300& 4.824& 7.782& 6.991& 17.83 & 27.49 & [ ] [ ] [ ] [ ] [ ] 7.297& 17
18 8.177& 5.512& 11.00 & 6.752& 26.30 & 62.38 & [ ] [ ] [ ] [ ] [ ] 7.382& 18
19 7.836& 4.854& 21.28 & 8.379& 36.13 & 42.38 & [ ] [ ] [ ] [ ] [ ] 7.389& 19
20 7.708& 4.710& 47.35 & 9.611& 31.21 & 41.72 & [ ] [ ] [ ] [ ] [ ] 7.540& 20
21 7.468& 4.682& 55.08 & 8.670& 28.51 & 33.05 & [ ] [ ] [ ] [ ] [ ] 7.524& 21
22 7.274& 4.780& 25.51 & 7.546& 21.89 & 26.99 & [ ] [ ] [ ] [ ] [ ] 7.424& 22
23 7.336& 4.701& 14.25 & 7.316& 23.57 & 26.35 & [ ] [ ] [ ] [ ] [ ] 7.298& 23
24 7.272& 4.797& 10.13 & 7.342& 23.42 & 35.29 & [ ] [ ] [ ] [ ] [ ] 7.301& 24
25 7.408& 5.213& 9.134& 7.486& 22.39 & 29.94 & [ ] [ ] [ ] [ ] [ ] 7.370& 25
26 6.695& 5.579& 8.253& 8.130& 18.42 & 59.49 & [ ] [ ] [ ] [ ] [ ] 6.910& 26
27 6.248& 6.134& 7.920& 7.361& 18.46 & 73.08 & [ ] [ ] [ ] [ ] [ ] 6.618& 27
28 6.013& 5.792& 7.120& 8.544& 97.15 & 69.98 & [ ] [ ] [ ] [ ] [ ] 6.439& 28
29 5.822& 6.983& 8.749& 212.0 & 88.32 & [ ] [ ] [ ] [ ] [ ] 7.081& 29
30 6.661& 7.003& 29.84 & 114.8 & 64.66 & [ ] [ ] [ ] [ ] [ ] 7.136& 30
31 6.818& 6.778& 58.86 & [ ] [ ] [ ] 6.525& 31
Mean 8.488& 5.457& 10.69 & 8.626& 41.41 & 48.33 & 106.7 & [ ] [ ] [ ] [ ] 7.573&
Median 8.861& 5.014& 6.138& 7.644& 23.57 & 32.95 & 88.01 & [ ] [ ] [ ] [ ] 7.385&
Maximum 11.11 & 8.723& 55.08 & 29.84 & 212.0 & 197.9 & 178.1 & [ ] [ ] [ ] [ ] 8.966&
Minimum 5.822& 4.682& 4.764& 6.752& 16.62 & 21.74 & 72.57 & [ ] [ ] [ ] [ ] 6.439&
Total 263.1 & 152.8 & 331.5 & 258.8 &1284 &1450 & 426.7 & [ ] [ ] [ ] [ ] 166.6 &
Missing Days 0 0 0 0 0 0 27 31 30 31 30 9
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.93 & & ... Relative Uncertainty +/-30%
Ann. Median 8.526& [ ... Not Available
Annual Total 4333 &
Missing Days 158
Maximum Minimum
Daily 212.0 & 4.682&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 6.666& 3.476& 5.118& 6.382! 7.305! 30.14 ! 27.87 ! 18.45 & 47.36 ! 14.18 & 4.845& 8.455& 1
2 6.638& 3.652& 4.874& 6.449! 7.206! 202.6 ! 31.72 ! 17.66 & 152.6 ! 17.42 & 7.101& 6.198& 2
3 6.634& 3.907& 4.652& 5.916! 7.063! 160.1 ! 25.69 ! 16.48 ! 121.5 ! 48.67 & 6.422& 4.252& 3
4 6.632& 4.162& 4.509& 5.617! 6.937! 115.8 ! 21.65 ! 235.5 ! 48.73 ! 35.57 & 6.320& 4.321& 4
5 6.232& 3.998& 4.346& 6.540! 6.944! 55.21 ! 17.91 & 294.0 ! 25.11 ! 28.98 & 6.560& 4.160& 5
6 6.150& 3.939& 4.250& 6.863! 7.183! 33.95 ! 23.70 & 254.9 ! 19.65 ! 43.70 & 5.915& 4.477& 6
7 6.537& 4.173& 4.300& 6.205! 7.144! 23.90 ! 25.52 & 70.46 ! 19.97 ! 28.19 & 5.225& 4.651& 7
8 6.493& 4.492& 4.235& 5.933! 6.897! 24.89 ! 53.53 & 34.02 ! 18.00 ! 15.46 & 4.736& 4.588& 8
9 6.008& 5.092& 4.155& 5.860! 6.848! 53.85 ! 42.07 & 39.44 ! 13.68 ! 10.97 & 4.101& 4.204& 9
10 5.872& 5.845& 4.151& 5.957! 6.906! 35.01 ! 105.6 & 92.87 ! 25.87 & 10.29 & 4.309& 4.096& 10
11 5.536& 5.119& 4.990! 5.851! 18.95 ! 25.66 ! 112.6 & 273.7 ! 56.83 & 10.48 & 4.655& 4.181& 11
12 5.473& 4.636& 4.940! 5.542! 66.16 ! 26.68 ! 51.57 & 323.3 ! 41.13 & 10.75 & 4.368& 4.241& 12
13 5.609& 3.901& 4.578! 5.230! 25.30 ! 29.96 ! 41.65 & 118.6 ! 26.23 & 14.29 & 4.541& 4.408& 13
14 5.258& 3.947& 4.531! 5.511! 14.23 ! 28.68 ! 33.82 & 51.93 ! 18.26 & 119.7 & 4.679& 4.963& 14
15 5.253& 4.131& 4.698! 5.885! 11.45 ! 23.86 ! 27.00 & 38.52 ! 14.07 & 75.15 & 4.551& 5.280& 15
16 5.151& 4.343& 4.871! 6.477! 10.25 ! 19.96 ! 19.37 & 31.18 ! 13.49 & 44.13 & 4.559& 4.861& 16
17 5.120& 4.030& 5.106! 6.838! 9.607! 18.42 ! 27.13 & 75.52 ! 12.78 & 21.71 & 4.774& 4.606& 17
18 5.005& 3.846& 5.156! 6.177! 9.108! 17.97 ! 30.10 & 74.08 ! 11.42 & 12.12 & 8.145& 4.468& 18
19 4.807& 3.714& 5.165! 5.816! 9.026! 20.53 ! 25.00 & 45.38 ! 10.71 & 8.606& 16.72 & 4.384& 19
20 4.657& 3.516& 5.276! 5.380! 10.48 ! 21.27 ! 22.06 & 33.70 ! 9.876& 6.513& 18.17 & 4.309& 20
21 4.265& 3.732& 5.441! 5.596! 24.41 ! 59.59 ! 20.06 & 30.79 ! 8.172& 6.208& 11.68 & 4.403& 21
22 4.161& 3.907& 5.603! 6.409! 28.81 ! 83.41 ! 19.12 & 34.56 ! 8.547& 5.422& 8.679& 4.454& 22
23 4.004& 4.332& 5.878! 6.446! 31.30 ! 49.07 ! 19.21 & 30.49 ! 8.311& 4.680& 7.670& 4.466& 23
24 4.252& 4.529& 5.808! 6.987! 69.88 ! 41.88 ! 18.96 & 25.38 ! 8.015& 7.311& 7.438& 4.489& 24
25 4.322& 5.343& 5.586! 6.950! 92.34 ! 36.11 ! 18.25 & 22.00 ! 7.925& 44.67 & 9.643& 4.385& 25
26 4.533& 5.376& 5.821! 6.684! 30.38 ! 26.89 ! 20.82 & 18.82 ! 6.895& 22.82 & 16.74 & 4.394& 26
27 4.325& 5.383& 5.791! 7.316! 16.89 ! 24.78 ! 20.33 & 17.74 ! 7.115& 12.59 & 23.06 & 4.381& 27
28 4.249& 5.242& 6.138! 7.403! 14.31 ! 23.39 ! 16.07 & 19.55 ! 6.918& 10.15 & 17.20 & 4.550& 28
29 3.922& 5.925! 6.798! 66.36 ! 20.57 ! 23.77 & 16.63 ! 7.076& 6.891& 12.24 & 5.036& 29
30 3.480& 5.921! 6.719! 177.0 ! 18.89 ! 25.70 & 15.84 ! 9.594& 5.495& 9.375& 4.923& 30
31 3.276& 6.140! 53.29 ! 23.77 & 17.76 ! 4.697& 5.016& 31
Mean 5.178& 4.349& 5.095! 6.258! 27.74 ! 45.10 ! 31.99 ! 77.07 ! 26.19 ! 22.83 & 8.481& 4.697&
Median 5.151& 4.147& 5.106! 6.294! 11.45 ! 27.79 ! 25.00 ! 34.02 ! 13.58 ! 12.59 & 6.491& 4.466&
Maximum 6.666& 5.845& 6.140! 7.403! 177.0 ! 202.6 ! 112.6 ! 323.3 ! 152.6 ! 119.7 & 23.06 & 8.455&
Minimum 3.276& 3.476& 4.151! 5.230! 6.848! 17.97 ! 16.07 ! 15.84 ! 6.895! 4.680& 4.101& 4.096&
Total 160.5 & 121.8 & 158.0 ! 187.7 ! 860.0 !1353 ! 991.6 !2389 ! 785.8 ! 707.8 & 254.4 & 145.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.23 ! ! ... Not reviewed / Quality not known
Ann. Median 7.144! & ... Relative Uncertainty +/-30%
Annual Total 8116 !
Maximum Minimum
Daily 323.3 ! 3.276!
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 4.890& [ ] [ ] [ ] [ ] 11.89 # 18.87 # 24.74 " 21.34 " 51.13 $ 14.42 # 9.174# 1
2 4.766& [ ] [ ] [ ] [ ] 11.36 # 17.95 # 19.92 # 24.99 " 29.50 " 15.79 # 8.597# 2
3 4.572& [ ] [ ] [ ] [ ] 12.25 # 16.53 # 17.53 # 85.02 $ 19.16 # 16.76 # 8.150# 3
4 4.513& [ ] [ ] [ ] [ ] 12.48 # 15.38 # 15.87 # 103.7 $ 16.42 # 13.51 # 7.820# 4
5 [ ] [ ] [ ] [ ] [ ] 12.12 # 14.47 # 15.02 # 52.93 $ 16.90 # 11.16 # 7.374$ 5
6 [ ] [ ] [ ] [ ] [ ] 12.26 # 14.50 # 14.38 # 90.53 $ 15.42 # 11.49 # 7.042$ 6
7 [ ] [ ] [ ] [ ] [ ] 12.54 # 14.13 # 14.16 # 66.27 $ 14.20 # 10.28 # 6.836$ 7
8 [ ] [ ] [ ] [ ] [ ] 14.30 # 22.76 # 13.71 # 38.56 $ 13.32 # 15.61 # 6.857$ 8
9 [ ] [ ] [ ] [ ] [ ] 37.85 " 31.21 " 13.47 # 27.83 " 12.04 # 29.50 " 6.895$ 9
10 [ ] [ ] [ ] [ ] [ ] 32.53 " 31.56 " 13.30 # 21.35 # 11.96 # 20.92 # 6.895$ 10
11 [ ] [ ] [ ] [ ] [ ] 23.16 # 24.69 " 13.99 # 18.00 # 13.62 # 14.43 # 6.895$ 11
12 [ ] [ ] [ ] [ ] [ ] 16.34 # 30.56 " 21.75 # 16.39 # 14.24 # 10.90 # 6.585$ 12
13 [ ] [ ] [ ] [ ] [ ] 25.23 # 32.97 " 37.04 $ 15.83 # 13.27 # 9.642# 5.620$ 13
14 [ ] [ ] [ ] [ ] [ ] 31.21 " 26.03 " 25.86 " 16.34 # 11.67 # 9.043# 5.223$ 14
15 [ ] [ ] [ ] [ ] [ ] [ ] 22.59 " 18.62 # 22.94 " 10.40 # 8.493# 5.684$ 15
16 [ ] [ ] [ ] [ ] [ ] [ ] 32.52 " 15.38 # 19.31 # 12.29 # 8.407# 5.657$ 16
17 [ ] [ ] [ ] [ ] [ ] 15.22 # 30.60 " 36.59 $ 16.32 # 20.31 $ 6.882$ 5.368$ 17
18 [ ] [ ] [ ] [ ] 18.68 # 13.69 # 22.01 " 28.89 " 15.30 # 52.13 $ 8.271$ 5.275$ 18
19 [ ] [ ] [ ] [ ] 16.19 # 12.88 # 18.29 # 21.72 " 14.57 # 39.29 $ 8.395# 4.902$ 19
20 [ ] [ ] [ ] [ ] 12.95 # 12.50 # 38.36 $ 32.09 " 14.94 # 22.79 # 7.743$ 4.512$ 20
21 [ ] [ ] [ ] [ ] 11.03 # 12.29 # 53.28 $ 24.35 " 14.47 # 15.73 # 7.349$ 7.082$ 21
22 [ ] [ ] [ ] [ ] 12.35 # 12.86 # 44.00 $ 18.42 # 14.45 # 13.18 # 6.223$ 8.861# 22
23 [ ] [ ] [ ] [ ] 24.01 # 14.80 # 31.36 " 18.14 # 14.53 # 11.73 # 5.668$ 11.92 # 23
24 [ ] [ ] [ ] [ ] 36.13 " 20.64 # 23.74 " 38.99 $ 13.82 # 10.83 # 5.965$ 23.76 # 24
25 [ ] [ ] [ ] [ ] 27.28 " 41.09 $ 32.24 " 36.79 $ 12.82 # 10.14 # 9.597$ 28.37 " 25
26 [ ] [ ] [ ] [ ] 19.56 # 55.87 $ 26.95 " 30.62 " 12.07 # 10.24 # 11.40 # 27.30 " 26
27 [ ] [ ] [ ] [ ] 14.88 # 43.47 $ 23.25 " 23.70 " 11.89 # 10.42 # 13.46 # 21.26 # 27
28 [ ] [ ] [ ] [ ] 13.60 # 29.03 " 21.11 " 19.54 # 12.91 # 10.21 # 11.37 # 14.75 # 28
29 [ ] [ ] [ ] 13.89 # 21.33 " 29.87 $ 24.01 # 21.14 # 10.33 # 10.83 # 14.72 # 29
30 [ ] [ ] [ ] 14.27 # 19.32 # 35.49 " 28.74 " 53.05 $ 12.57 # 10.04 # 14.65 # 30
31 [ ] [ ] 12.78 # 33.00 " 27.47 " 16.13 # 12.71 # 31
Mean 4.685& [ ] [ ] [ ] 17.69 # 21.09 $ 26.78 $ 22.74 $ 29.45 $ 17.47 $ 11.45 $ 10.22 $
Median 4.669& [ ] [ ] [ ] 14.58 # 15.01 $ 26.03 $ 21.72 $ 17.20 $ 13.32 $ 10.56 $ 7.082$
Maximum 4.890& [ ] [ ] [ ] 36.13 # 55.87 $ 53.28 $ 38.99 $ 103.7 $ 52.13 $ 29.50 $ 28.37 $
Minimum 4.513& [ ] [ ] [ ] 11.03 # 11.36 $ 14.13 $ 13.30 $ 11.89 $ 10.14 $ 5.668$ 4.512$
Total 18.74 & [ ] [ ] [ ] 247.6 # 590.5 $ 830.3 $ 704.8 $ 883.6 $ 541.6 $ 343.5 $ 316.7 $
Missing Days 27 28 31 30 17 2 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.47 & " ... Relative Uncertainty +/-10%
Ann. Median 14.91 & # ... Relative Uncertainty +/-15%
Annual Total 4477 & $ ... Relative Uncertainty +/-20%
Missing Days 135 & ... Relative Uncertainty +/-30%
[ ... Not Available
Maximum Minimum
Daily 103.7 & 4.512&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 28.45 $ 5.444$ 3.552$ 6.424$ 7.241$ 14.90 # 20.34 # 31.30 " 17.83 # 34.89 " 11.42 # 18.71 # 1
2 16.91 # 4.930$ 4.031$ 6.083$ 7.805# 13.50 # 15.68 # 29.83 " 16.21 # 26.51 " 11.09 # 17.74 # 2
3 9.482# 4.485$ 4.579$ 6.695$ 7.870# 13.34 # 25.33 # 49.12 $ 14.47 # 23.36 " 9.933# 11.19 # 3
4 7.534$ 4.530$ 5.157$ 6.410$ 7.482$ 12.27 # 27.26 " 77.79 $ 15.30 # 20.11 # 9.502# 8.259$ 4
5 7.364$ 4.592$ 5.295$ 6.256$ 11.63 # 11.40 # 19.30 # 41.87 $ 13.98 # 16.69 # 9.193# 7.269$ 5
6 6.986$ 4.208$ 5.232$ 6.599$ 12.41 # 11.04 # 15.25 # 26.87 " 15.00 # 15.03 # 9.141# 7.287$ 6
7 6.578$ 4.090$ 5.160$ 6.629$ 10.99 # 11.43 # 12.97 # 54.03 $ 15.77 # 13.73 # 11.59 # 7.427$ 7
8 6.097$ 4.340$ 4.940$ 6.583$ 10.48 # 11.46 # 26.82 # 38.37 $ 14.48 # 12.56 # 11.11 # 7.440$ 8
9 6.244$ 4.085$ 4.721$ 6.568$ 9.629# 11.15 # 26.56 " 24.87 " 14.23 # 13.79 # 9.309# 7.204$ 9
10 6.330$ 3.636$ 4.632$ 6.517$ 9.695# 11.20 # 19.59 # 23.23 # 67.44 $ 19.50 # 8.130$ 7.412$ 10
11 6.025$ 3.530$ 5.120$ 7.095$ 10.93 # 10.83 # 15.92 # 29.82 " 63.54 $ 28.67 " 7.475$ 9.055$ 11
12 5.907$ 3.163$ 4.048$ 6.607$ 10.19 # 13.81 # 12.13 # 22.94 " 39.20 $ 23.75 " 6.622$ 43.42 $ 12
13 6.281$ 3.003$ 3.628$ 8.210$ 9.908# 14.97 # 12.17 # 48.73 $ 25.03 " 17.46 # 6.403$ 51.46 $ 13
14 6.461$ 3.382$ 4.112$ 8.525# 9.442# 13.65 # 12.10 # 33.93 " 25.31 $ 14.60 # 6.821$ 36.46 $ 14
15 6.118$ 3.694$ 5.544$ 7.547$ 9.246# 12.92 # 12.87 # 28.61 " 54.72 $ 14.79 # 15.52 $ 21.13 # 15
16 5.797$ 3.984$ 6.906$ 7.111$ 9.276# 23.00 # 12.55 # 20.26 # 36.91 $ 14.92 # 39.34 $ 14.89 # 16
17 5.636$ 4.564$ 6.885$ 6.282$ 14.97 # 20.84 # 33.88 $ 17.06 # 24.53 " 14.95 # 43.72 $ 11.82 # 17
18 5.558$ 4.851$ 6.353$ 6.130$ 14.44 # 24.11 " 30.47 $ 16.28 # 43.45 $ 14.14 # 24.76 # 10.09 # 18
19 5.535$ 5.099$ 5.917$ 5.616$ 12.49 # 22.54 " 40.50 $ 14.76 # 45.04 $ 14.44 # 14.42 # 8.796# 19
20 5.306$ 5.220$ 4.880$ 5.690$ 11.11 # 18.25 # 25.60 " 17.95 # 28.11 " 13.81 # 11.14 # 7.794$ 20
21 4.994$ 4.446$ 4.830$ 6.244$ 10.45 # [ ] 19.11 # 26.04 " 21.31 # 26.34 $ 9.536# 7.177$ 21
22 4.866$ 3.936$ 4.769$ 6.166$ 10.90 # [ ] 44.69 $ 22.94 " 80.21 $ 39.45 $ 8.235# 6.893$ 22
23 4.674$ 4.224$ 4.688$ 6.715$ 10.75 # [ ] 48.23 $ 21.98 " 48.53 $ 59.96 $ 9.633# 6.987$ 23
24 5.273$ 4.520$ 4.994$ 6.074$ 10.59 # 18.44 # 55.98 $ 21.72 # 31.31 " 105.6 $ 13.06 # 6.789$ 24
25 5.179$ 4.528$ 5.097$ 7.180$ 10.27 # 13.96 # 43.42 $ 19.63 # 22.05 # 46.19 $ 8.662# 6.602$ 25
26 4.463$ 4.340$ 4.756$ 10.03 # 9.824# 11.46 # 28.72 " 16.36 # 20.47 $ 28.78 " 6.197$ 6.589$ 26
27 4.525$ 4.381$ 4.592$ 10.48 # 9.515# 11.95 # 29.46 $ 16.74 # 64.86 $ 18.76 # 5.339$ 6.404$ 27
28 4.409$ 4.341$ 5.382$ 9.616# 9.729# 15.14 # 32.02 " 52.58 $ 44.89 $ 14.73 # 6.024$ 6.328$ 28
29 4.434$ 3.843$ 6.078$ 8.501# 9.712# 13.91 # 22.34 " 41.00 $ 102.5 $ 12.68 # 4.965$ 6.454$ 29
30 5.339$ 6.873$ 7.397$ 9.382# 17.34 # 26.19 " 26.50 " 52.41 $ 11.65 # 6.194$ 5.981$ 30
31 5.497$ 7.039$ 14.51 # 25.89 " 20.31 # 11.20 # 5.518$ 31
Mean 6.911$ 4.255$ 5.155$ 7.066$ 10.41 $ 14.77 # 25.59 $ 30.11 $ 35.97 $ 23.97 $ 11.82 $ 12.47 $
Median 5.797$ 4.340$ 4.994$ 6.603$ 10.19 $ 13.65 # 25.60 $ 26.04 $ 26.71 $ 16.69 $ 9.406$ 7.427$
Maximum 28.45 $ 5.444$ 7.039$ 10.48 $ 14.97 $ 24.11 # 55.98 $ 77.79 $ 102.5 $ 105.6 $ 43.72 $ 51.46 $
Minimum 4.409$ 3.003$ 3.552$ 5.616$ 7.241$ 10.83 # 12.10 $ 14.76 $ 13.98 $ 11.20 $ 4.965$ 5.518$
Total 214.3 $ 123.4 $ 159.8 $ 212.0 $ 322.8 $ 398.8 # 793.3 $ 933.4 $1079 $ 743.1 $ 354.5 $ 386.6 $
Missing Days 0 0 0 0 0 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 15.76 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.83 $ # ... Relative Uncertainty +/-15%
Annual Total 5721 $ $ ... Relative Uncertainty +/-20%
Missing Days 3 [ ... Not Available
Maximum Minimum
Daily 105.6 $ 3.003$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 5.322$ 3.788$ 6.567$ 12.94 # 11.48 # 12.80 # 13.87 # 10.47 # 20.52 # 13.06 # 8.648# 6.366$ 1
2 5.151$ 3.479$ 5.945$ 9.898# 12.02 # 12.85 # 13.07 # 10.07 # 121.8 $ 13.30 # 8.684# 5.982$ 2
3 4.677$ 3.597$ 5.594$ 8.677# 11.20 # 17.29 # 12.76 # 9.840# 248.8 $ 14.70 # 8.425# 6.621$ 3
4 4.401$ 3.534$ 5.321$ 10.20 # 11.78 # 25.63 $ 13.18 # 13.29 # 82.33 $ 14.46 # 8.186# 8.808# 4
5 4.429$ 3.520$ 4.825$ 10.63 # 11.62 # 51.36 $ 13.80 # 85.74 $ 49.28 $ 14.15 # 8.614# 9.654# 5
6 4.373$ 3.374$ 4.771$ 9.011# 11.51 # 53.59 $ 15.55 # 151.3 $ 112.8 $ 12.91 # 8.977# 9.156# 6
7 4.490$ 3.287$ 4.846$ 8.475# 10.95 # 32.78 $ 38.49 $ 61.14 $ 71.29 $ 11.79 # 8.815# 7.854$ 7
8 4.624$ 4.517$ 4.900$ 8.067# 10.64 # 19.88 # 70.07 $ 36.47 $ 30.51 $ 11.60 # 8.621# 7.188$ 8
9 4.474$ 4.687$ 4.886$ 7.791# 10.66 # 45.47 $ 67.45 $ 39.59 $ 22.05 # 12.85 # 8.624# 6.447$ 9
10 4.246$ 4.761$ 4.935$ 8.723# 10.71 # 44.10 $ 35.08 $ 114.4 $ 57.03 $ 30.01 # 8.368# 5.690$ 10
11 3.826$ 4.705$ 5.013$ 8.732# 15.66 # 29.50 " 22.48 " 85.22 $ 83.60 $ 27.36 " 9.239# 5.493$ 11
12 3.727$ 4.431$ 4.644$ 8.420# 19.36 # 44.11 $ 17.94 # 45.62 $ 82.48 $ 18.71 # 10.08 # 5.721$ 12
13 3.904$ 4.255$ 4.673$ 7.940# 15.53 # 44.41 $ 32.48 $ 30.35 " 209.4 $ 14.89 # 10.01 # 5.634$ 13
14 3.910$ 4.088$ 5.079$ 7.482$ 13.65 # 28.23 " 49.32 $ 22.85 " 119.5 $ 12.88 # 9.209# 5.392$ 14
15 3.964$ 3.849$ 5.286$ 9.872# 12.79 # 19.65 # 34.53 " 31.01 " [ ] 11.75 # 8.818# 5.038$ 15
16 3.939$ 3.706$ 7.048$ 8.555# 12.94 # 16.15 # 22.61 # 37.61 " [ ] 11.55 # 8.626# 6.708$ 16
17 3.848$ 3.935$ 7.654$ 7.799# 13.01 # 13.96 # 17.13 # 37.77 $ 23.79 " 11.51 # 8.303# 14.07 # 17
18 3.810$ 4.084$ 7.067$ 8.819# 21.48 # 12.58 # 14.42 # 26.26 " 28.65 " 10.91 # 7.387$ 14.37 # 18
19 3.944$ 4.394$ 6.290$ 9.061# 31.05 " 16.01 # 13.16 # 20.44 # 36.42 $ 9.933# 6.724$ 10.29 # 19
20 3.994$ 10.78 $ 6.247$ 9.302# 24.91 " 18.69 # 12.12 # 18.62 # 34.42 " 9.192# 6.864$ 7.982$ 20
21 4.869$ 10.24 # 5.988$ 11.77 # 18.45 # 17.90 # 11.45 # 15.92 # 25.97 " 8.849# 9.033$ 6.740$ 21
22 4.639$ 9.818# 8.591$ 11.82 # 14.84 # 16.80 # 11.35 # 35.19 $ 20.84 # 8.833# 17.48 # 6.001$ 22
23 4.602$ 10.66 # 8.340$ 10.38 # 13.36 # 19.86 # 11.26 # 27.29 " 18.93 # 8.406$ 13.51 # 5.252$ 23
24 4.418$ 14.12 # 7.684$ 9.808# 14.06 # 17.31 # 11.65 # 17.81 # 23.34 " 8.929# 9.540# 4.370$ 24
25 4.226$ 26.33 # 7.447$ 9.670# 15.94 # 14.91 # 30.93 $ 16.27 # 21.73 " 8.298$ 7.863# 4.119$ 25
26 4.300$ 19.72 # 8.472$ 9.740# 17.86 # 13.53 # 33.44 $ 16.27 # 19.43 # 7.354$ 8.117# 4.008$ 26
27 4.067$ 13.56 # 7.601$ 10.38 # 15.05 # 13.08 # 45.80 $ 16.94 # 17.24 # 7.691$ 7.628$ 4.008$ 27
28 3.825$ 8.813$ 7.003$ 10.97 # 19.18 # 16.64 # 32.34 $ 44.14 $ 15.71 # 7.842# 7.345$ 3.937$ 28
29 3.474$ 7.647$ 10.04 # 18.34 # 16.33 # 19.00 # 195.1 $ 14.21 # 8.293# 7.268$ 3.916$ 29
30 3.308$ 9.693# 9.553# 14.57 # 15.07 # 15.50 # 68.94 $ 12.82 # 9.175# 6.834$ 3.932$ 30
31 3.340$ 14.10 # 13.19 # 11.68 # 27.57 # 8.654# 4.058$ 31
Mean 4.197$ 7.144$ 6.586$ 9.484$ 15.09 # 24.02 $ 24.64 $ 44.17 $ 58.03 $ 12.25 $ 8.861$ 6.607$
Median 4.226$ 4.412$ 6.247$ 9.427$ 13.65 # 17.60 $ 17.13 $ 30.35 $ 29.58 $ 11.55 $ 8.622$ 5.982$
Maximum 5.322$ 26.33 $ 14.10 $ 12.94 $ 31.05 # 53.59 $ 70.07 $ 195.1 $ 248.8 $ 30.01 $ 17.48 $ 14.37 $
Minimum 3.308$ 3.287$ 4.644$ 7.482$ 10.64 # 12.58 $ 11.26 $ 9.840$ 12.82 $ 7.354$ 6.724$ 3.916$
Total 130.1 $ 200.0 $ 204.2 $ 284.5 $ 467.8 # 720.5 $ 763.9 $1369 $1625 $ 379.8 $ 265.8 $ 204.8 $
Missing Days 0 0 0 0 0 0 0 0 2 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.23 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.63 $ # ... Relative Uncertainty +/-15%
Annual Total 6616 $ $ ... Relative Uncertainty +/-20%
Missing Days 2 [ ... Not Available
Maximum Minimum
Daily 248.8 $ 3.287$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 4.219$ 3.224$ 2.686$ 6.017$ 10.31 # 12.00 # 16.17 # 28.06 " 52.40 $ 39.64 " 8.951# 8.035$ 1
2 4.415$ 3.190$ 2.645$ 5.894$ 10.18 # 12.40 # 16.25 # 25.69 " 48.89 $ 33.09 " 8.719# 13.66 # 2
3 4.430$ 3.302$ 3.039$ 5.174$ 9.924# 12.36 # 16.32 # 21.30 # 119.8 $ 24.74 " 10.00 # 14.25 # 3
4 4.370$ 3.410$ 3.202$ 5.136$ 9.851# 11.95 # 16.40 # 18.20 # 102.9 $ 19.93 # 10.33 # 11.73 # 4
5 4.165$ 3.362$ 3.099$ 5.621$ 9.939# 19.54 # 16.47 # 22.94 # 53.01 $ 18.50 # 9.639# 9.408# 5
6 3.942$ 3.286$ 2.824$ 6.202$ 9.355# 21.91 " 16.55 # 26.72 " 60.67 $ 18.91 # 8.942# 8.757# 6
7 3.560$ 3.301$ 2.453$ 7.242$ 9.288# 17.36 # 16.62 # 22.20 " 51.40 $ 22.14 # 8.614# 8.291# 7
8 3.234$ 3.224$ 2.534$ 9.604# 9.935# 26.59 # 16.70 # 18.51 # 42.12 $ 44.23 $ 8.324# 10.14 $ 8
9 3.332$ 3.245$ 3.479$ 10.93 # 23.16 # 22.84 " 16.77 # 16.22 # 35.15 " 32.32 " 8.067# 6.387$ 9
10 3.363$ 2.914$ 5.109$ 11.58 # 34.47 " 30.94 " 16.85 # 21.08 # 30.32 " 21.17 # 7.827# 8.127$ 10
11 3.570$ 2.589$ 9.174$ 11.23 # 28.48 " 42.09 $ 16.93 # 28.85 " 28.86 " 20.42 # 7.660$ 21.05 # 11
12 3.614$ 2.504$ 8.951# 10.18 # 19.31 # 31.21 " 17.00 # 29.96 " 29.16 " 22.55 " 7.460$ 14.75 # 12
13 3.494$ 2.487$ 7.405$ 9.458# 14.82 # 23.20 " 17.08 # 37.30 " 42.29 " 20.55 " 7.412$ 10.80 # 13
14 2.793$ 2.472$ 5.915$ 8.747# 13.65 # 20.38 # 17.16 # 28.16 " 34.35 " 19.31 # 10.56 # 8.470# 14
15 2.782$ 2.585$ 5.049$ 7.677$ 13.30 # 16.78 # 17.23 # 25.66 " 27.99 " 16.72 # 12.02 # 7.619$ 15
16 3.305$ 2.652$ 4.661$ 8.867$ 11.91 # 14.70 # 17.31 # 22.08 " 23.57 " 14.44 # 10.14 # 5.877$ 16
17 3.967$ 2.664$ 4.332$ 42.66 $ 10.33 # 13.67 # 17.39 # 27.18 " 25.15 " 13.86 # 9.440# 4.925$ 17
18 3.821$ 2.694$ 4.114$ 51.83 $ 16.13 # 17.79 $ 17.47 # 47.56 $ 31.01 " 17.81 # 11.38 # 4.767$ 18
19 3.748$ 2.582$ 3.820$ 38.33 $ 18.91 # 71.44 $ 17.55 # 320.7 $ 26.19 " 22.10 " 13.27 # 4.762$ 19
20 3.782$ 2.537$ 8.235$ 22.94 # 15.14 # 38.58 $ 17.62 # 74.26 $ 20.47 # 19.38 # 13.56 # 4.749$ 20
21 3.838$ 2.634$ 27.88 " 16.18 # 15.38 # 25.40 " 17.70 # 52.08 $ 38.57 $ 15.65 # 13.39 # 4.699$ 21
22 3.842$ 2.583$ 24.67 " 13.38 # 34.80 " 18.30 # 17.78 # 48.41 $ 95.35 $ 13.83 # 13.66 # 4.420$ 22
23 3.816$ 2.539$ 15.33 # 13.09 # 23.71 " 15.76 # 17.81 # 34.60 " 63.06 $ 12.89 # 13.10 # 4.551$ 23
24 3.971$ 2.671$ 10.53 # 14.02 # 17.15 # 15.66 # 16.73 # 28.73 " 43.86 $ 11.69 # 11.87 # 5.159$ 24
25 3.790$ 3.078$ 8.336$ 12.66 # 15.13 # 15.73 # 16.15 # 26.57 " 57.90 $ 10.24 # 10.40 # 5.316$ 25
26 3.742$ 3.205$ 7.141$ 12.04 # 14.21 # 15.80 # 100.1 $ 24.42 " 52.17 $ 11.16 # 9.493# 5.326$ 26
27 3.657$ 3.104$ 6.637$ 11.28 # 13.36 # 15.88 # 68.00 $ 28.65 " 48.58 $ 11.13 # 9.175# 4.910$ 27
28 3.525$ 2.828$ 6.319$ 11.06 # 12.51 # 15.95 # 48.09 $ 39.08 $ 41.12 $ 12.31 # 8.371# 5.098$ 28
29 3.510$ 6.077$ 10.95 # 12.74 # 16.02 # 33.72 " 156.3 $ 32.46 " 12.64 # 7.474$ 5.023$ 29
30 3.478$ 6.030$ 10.56 # 12.11 # 16.10 # 23.24 " 79.91 $ 31.15 " 11.39 # 7.041$ 5.041$ 30
31 3.371$ 6.024$ 11.69 # 20.68 # 43.72 $ 9.940# 5.259$ 31
Mean 3.692$ 2.888$ 7.023$ 13.69 $ 15.52 # 21.61 $ 23.16 $ 45.97 $ 46.33 $ 19.18 $ 9.876$ 7.786$
Median 3.742$ 2.761$ 5.915$ 10.94 $ 13.36 # 17.07 $ 17.16 $ 28.16 $ 41.62 $ 18.50 $ 9.467$ 5.877$
Maximum 4.430$ 3.410$ 27.88 $ 51.83 $ 34.80 # 71.44 $ 100.1 $ 320.7 $ 119.8 $ 44.23 $ 13.66 $ 21.05 $
Minimum 2.782$ 2.472$ 2.453$ 5.136$ 9.288# 11.95 $ 16.15 $ 16.22 $ 20.47 $ 9.940$ 7.041$ 4.420$
Total 114.4 $ 80.87 $ 217.7 $ 410.6 $ 481.2 # 648.3 $ 717.9 $1425 $1390 $ 594.7 $ 296.3 $ 241.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.13 $ " ... Relative Uncertainty +/-10%
Ann. Median 12.40 $ # ... Relative Uncertainty +/-15%
Annual Total 6618 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 320.7 $ 2.453$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 5.329$ 8.581# 2.221$ 8.261# 7.296$ 21.37 # 24.27 " 16.49 # 16.65 # 44.74 $ 11.00 # 6.156$ 1
2 5.770$ 9.078# 2.232$ 7.204$ 7.342$ 20.96 # 19.38 # 15.35 # 16.50 # 31.90 " 10.06 # 5.988$ 2
3 5.727$ 7.826$ 2.332$ 6.497$ 7.600$ 20.85 # 17.05 # 16.60 # 40.94 $ 20.29 # 9.424# 5.784$ 3
4 4.974$ 6.364$ 2.326$ 5.761$ 7.814# 37.56 " 19.92 # 16.57 # 54.37 $ 16.04 # 8.589# 5.507$ 4
5 4.991$ 5.197$ 2.475$ 5.514$ 7.718$ 26.26 " 64.90 $ 14.64 # 39.84 $ 14.79 # 7.783$ 5.797$ 5
6 6.803$ 4.471$ 2.908$ 6.321$ 18.95 # 18.14 # 50.30 $ 16.45 # 26.12 " 14.44 # 9.753# 6.226$ 6
7 7.796$ 3.984$ 3.102$ 7.527$ 20.40 # 14.85 # 58.76 $ 21.54 " 21.11 " 26.12 $ 10.72 # 6.066$ 7
8 8.829# 3.438$ 3.407$ 6.705$ 14.04 # 14.44 # 39.02 $ 19.49 # 21.06 " 59.45 $ 9.865# 5.704$ 8
9 7.811$ 3.013$ 4.674$ 6.950$ 11.21 # 20.00 # 25.19 $ 17.43 # 18.78 # 53.12 $ 9.270# 5.620$ 9
10 6.558$ 3.199$ 4.692$ 7.453$ 15.05 # 17.14 # 21.38 " 19.41 $ 21.95 $ 33.14 " 8.689# 5.383$ 10
11 5.375$ 3.038$ 4.426$ 7.436$ 24.19 " 21.19 # 19.49 # 60.46 $ 60.68 $ 22.91 " 7.914# 5.358$ 11
12 4.569$ 2.893$ 4.421$ 6.458$ 17.22 # 45.01 $ 18.20 # 49.44 $ 41.75 $ 19.15 # 7.250$ 5.521$ 12
13 3.839$ 2.858$ 5.645$ 5.981$ 13.83 # 31.76 " 20.73 # 34.02 " 30.86 " 17.66 # 6.934$ 7.188$ 13
14 3.410$ 3.230$ 6.447$ 5.993$ 13.63 # 22.31 " 35.23 " 23.45 " 40.28 $ 72.91 $ 7.384$ 10.59 # 14
15 3.187$ 3.611$ 6.193$ 5.968$ 12.69 # 19.52 # 34.25 " 23.08 " 110.0 $ 51.89 $ 8.343# 10.05 # 15
16 3.019$ 3.590$ 7.548$ 5.435$ 11.09 # 41.65 $ 43.84 $ 27.53 " 51.74 $ 39.02 " 9.344# 7.586$ 16
17 2.875$ 3.320$ 10.22 # 5.047$ 10.54 # 33.63 " 45.34 $ 23.47 " 31.85 " 32.69 " 10.22 # 6.159$ 17
18 3.104$ 3.451$ 10.56 # 5.062$ 11.04 # 25.38 " 34.61 " 23.56 " 22.49 " 23.72 " 13.10 # 5.292$ 18
19 3.091$ 3.280$ 9.277# 5.093$ 12.44 # 52.53 $ 30.79 " 43.54 $ 19.01 # 18.00 # 16.86 # 4.684$ 19
20 2.998$ 3.407$ 12.24 # 6.233$ 12.53 # 43.54 $ 27.08 " 39.12 $ 19.75 # 15.09 # 16.78 # 4.590$ 20
21 2.888$ 3.659$ 21.21 # 7.575$ 12.65 # 29.18 " 22.47 " 27.79 " 28.33 " 13.50 # 13.40 # 5.229$ 21
22 3.347$ 3.891$ 18.25 # 7.328$ 16.28 # 26.86 $ 18.13 # 22.11 " 28.36 " 12.09 # 10.37 # 5.189$ 22
23 4.422$ 4.195$ 12.59 # 6.686$ 14.44 # 47.92 $ 15.23 # 18.98 # 25.36 " 11.37 # 8.837# 4.968$ 23
24 5.594$ 4.134$ 10.36 # 6.667$ 12.40 # 33.70 " 14.86 # 26.63 # 21.56 " 11.23 # 7.861$ 5.170$ 24
25 6.200$ 3.832$ 8.829# 6.992$ 12.62 # 28.83 $ 14.61 # 43.46 $ 18.42 # 11.21 # 6.843$ 5.084$ 25
26 6.665$ 3.234$ 8.236# 7.566$ 24.36 " 47.91 $ 19.07 # 33.76 " 17.41 # 11.16 # 6.349$ 5.023$ 26
27 5.502$ 2.665$ 7.343$ 7.900# 44.59 $ 31.70 " 19.60 # 23.19 " 16.03 # 10.54 # 5.981$ 4.983$ 27
28 5.235$ 2.363$ 6.513$ 7.787# 63.43 $ 31.54 $ 28.83 $ 18.88 # 17.17 # 10.64 # 5.734$ 5.015$ 28
29 13.17 # 5.818$ 7.610$ 135.8 $ 47.82 $ 34.79 " 20.87 # 16.84 # 11.11 # 5.709$ 4.970$ 29
30 12.34 # 6.777$ 7.456$ 41.32 $ 35.41 " 25.91 " 20.56 " 22.21 $ 11.45 # 5.833$ 5.131$ 30
31 8.551# 7.726$ 22.90 # 19.69 # 18.64 # 11.71 # 4.686$ 31
Mean 5.612$ 4.136$ 7.129$ 6.682$ 21.21 $ 30.30 $ 28.48 $ 25.69 $ 30.58 $ 24.29 $ 9.207$ 5.829$
Median 5.329$ 3.520$ 6.447$ 6.695$ 13.63 $ 29.01 $ 24.27 $ 22.11 $ 22.35 $ 17.66 $ 8.763$ 5.383$
Maximum 13.17 $ 9.078$ 21.21 $ 8.261$ 135.8 $ 52.53 $ 64.90 $ 60.46 $ 110.0 $ 72.91 $ 16.86 $ 10.59 $
Minimum 2.875$ 2.363$ 2.221$ 5.047$ 7.296$ 14.44 $ 14.61 $ 14.64 $ 16.03 $ 10.54 $ 5.709$ 4.590$
Total 174.0 $ 115.8 $ 221.0 $ 200.5 $ 657.4 $ 908.9 $ 882.9 $ 796.5 $ 917.4 $ 753.1 $ 276.2 $ 180.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.67 $ " ... Relative Uncertainty +/-10%
Ann. Median 11.16 $ # ... Relative Uncertainty +/-15%
Annual Total 6084 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 135.8 $ 2.221$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 4.263$ 4.921$ 4.233$ 9.822# 17.32 # 9.559# 15.26 # 20.68 " 30.65 " 11.69 # 7.256$ 5.766$ 1
2 3.821$ 4.843$ 3.658$ 9.411# 14.70 # 9.816# 36.23 $ 42.12 $ 30.35 " 11.35 # 6.716$ 4.967$ 2
3 3.519$ 4.669$ 3.179$ 13.06 # 13.61 # 10.27 # 44.16 $ 43.66 $ 23.93 " 10.84 # 6.104$ 4.529$ 3
4 3.677$ 4.240$ 2.972$ 14.35 # 12.66 # 10.55 # 101.6 $ 29.38 " 20.40 " 10.54 # 5.824$ 4.331$ 4
5 3.503$ 3.782$ 2.781$ 11.53 # 11.42 # 10.32 # 87.58 $ 22.57 " 24.34 $ 10.62 # 5.752$ 4.612$ 5
6 2.701$ 3.388$ 2.679$ 9.627# 10.60 # 10.14 # 42.14 $ 23.01 " 119.7 $ 10.84 # 5.525$ 4.413$ 6
7 2.509$ 3.243$ 2.682$ 8.566# 10.02 # 10.09 # 50.36 $ 70.28 $ 52.59 $ 10.83 # 5.673$ 4.063$ 7
8 2.323$ 3.272$ 2.691$ 8.315# 10.71 # 9.853# 37.24 " 46.25 $ 30.97 " 11.55 # 9.444$ 3.570$ 8
9 2.202$ 10.55 $ 3.117$ 8.247# 14.96 # 9.622# 27.26 " 51.69 $ 20.65 # 10.95 # 10.55 # 3.407$ 9
10 2.098$ 16.77 # 49.99 $ 8.580# 14.10 # 8.592# 27.09 " 47.39 $ 16.76 # 10.02 # 9.309# 3.483$ 10
11 2.088$ 12.32 # 55.65 $ 8.694# 22.23 $ 6.130$ 39.94 " 33.29 " 14.74 # 9.609# 8.146# 3.290$ 11
12 2.540$ 7.950$ 34.78 $ 8.790# 44.40 $ 9.241$ 33.20 " 23.77 " 14.37 # 9.679# 7.296$ 3.253$ 12
13 2.911$ 6.137$ 20.07 # 8.704# 34.66 " 9.591# 27.02 " 19.38 # 18.61 # 10.70 # 6.453$ 3.544$ 13
14 2.872$ 5.242$ 13.06 # 10.05 # 23.99 " 9.790# 34.77 $ 17.69 # 17.99 # 10.67 # 5.896$ 3.387$ 14
15 4.964$ 4.743$ 9.916# 10.55 # 21.46 # 11.79 # 37.65 $ 26.11 # 16.81 # 9.759# 5.898$ 3.233$ 15
16 9.613# 4.495$ 8.372# 10.26 # 16.77 # 12.76 # 27.46 " 40.50 $ 17.59 # 8.982# 5.511$ 2.897$ 16
17 9.796# 4.126$ 7.902# 9.697# 14.83 # 11.97 # 22.58 " 52.17 $ 15.16 # 8.924# 5.078$ 2.540$ 17
18 10.48 # 3.735$ 7.497$ 9.388# 13.65 # 11.31 # 35.88 $ 42.69 $ 13.79 # 8.775# 4.594$ 2.516$ 18
19 8.383$ 3.958$ 7.066$ 9.196# 12.53 # 22.79 # 32.33 " 27.15 " 13.65 # 8.306# 4.198$ 2.658$ 19
20 6.011$ 3.653$ 6.543$ 8.472# 11.98 # 47.52 $ 31.61 " 22.72 " 13.25 # 7.345$ 4.348$ 2.820$ 20
21 4.794$ 3.637$ 9.321$ 7.598$ 11.60 # 44.13 $ 24.97 " 21.41 " 12.97 # 7.337$ 4.565$ 3.638$ 21
22 4.870$ 3.592$ 19.92 # 7.137$ 11.27 # 28.68 " 24.71 " 19.05 # 12.54 # 7.670$ 4.797$ 3.534$ 22
23 7.644$ 3.736$ 16.53 # 6.899$ 11.32 # 20.30 # 36.96 " 17.48 # 12.16 # 7.901$ 4.630$ 3.511$ 23
24 13.01 # 3.426$ 11.52 # 6.547$ 11.78 # 18.18 # 33.73 " 20.38 # 12.15 # 7.535$ 4.386$ 3.912$ 24
25 11.88 # 3.146$ 8.954# 5.589$ 11.97 # 34.34 $ 28.24 " 21.05 " 13.03 # 7.489$ 4.355$ 3.815$ 25
26 9.134# 2.971$ 9.217# 6.600$ 11.93 # 45.17 $ 21.76 " 34.82 $ 12.91 # 7.534$ 4.239$ 3.477$ 26
27 7.132$ 3.177$ 13.58 # 7.167$ 12.08 # 34.34 " 18.01 # 30.29 " 13.02 # 7.312$ 4.705$ 3.127$ 27
28 5.745$ 3.493$ 13.40 # 8.676# 12.19 # 24.86 " 33.54 $ 24.18 " 12.81 # 6.718$ 7.503$ 2.784$ 28
29 4.909$ 4.377$ 11.18 # 31.00 # 11.60 # 20.33 # 47.67 $ 21.41 " 12.07 # 6.286$ 8.751# 3.470$ 29
30 4.180$ 10.08 # 23.69 " 10.91 # 17.09 # 31.73 " 20.03 # 11.90 # 6.204$ 7.148$ 4.249$ 30
31 4.144$ 9.742# 9.810# 23.40 " 20.51 # 6.587$ 4.127$ 31
Mean 5.410$ 5.089$ 12.33 $ 10.21 $ 15.26 $ 17.97 $ 36.00 $ 30.75 $ 21.73 $ 9.050$ 6.155$ 3.643$
Median 4.263$ 3.958$ 9.217$ 8.747$ 12.19 $ 11.55 $ 33.20 $ 24.18 $ 14.95 $ 8.982$ 5.788$ 3.511$
Maximum 13.01 $ 16.77 $ 55.65 $ 31.00 $ 44.40 $ 47.52 $ 101.6 $ 70.28 $ 119.7 $ 11.69 $ 10.55 $ 5.766$
Minimum 2.088$ 2.971$ 2.679$ 5.589$ 9.810$ 6.130$ 15.26 $ 17.48 $ 11.90 $ 6.204$ 4.198$ 2.516$
Total 167.7 $ 147.6 $ 382.3 $ 306.2 $ 473.0 $ 539.1 $1116 $ 953.1 $ 651.9 $ 280.6 $ 184.6 $ 112.9 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.52 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.884$ # ... Relative Uncertainty +/-15%
Annual Total 5315 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 119.7 $ 2.088$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 3.848$ 3.107$ 3.032$ 5.076$ 6.103$ 10.88 # 13.80 # 26.25 " 27.68 " 43.97 $ 8.584# 23.34 # 1
2 3.536$ 3.240$ 2.735$ 5.068$ 6.336$ 11.41 # 12.56 # 19.14 # 22.17 " 25.87 " 7.895# 21.97 # 2
3 3.172$ 3.016$ 2.706$ 4.583$ 6.246$ 11.03 # 12.62 # 16.76 # 20.16 # 18.39 # 7.327$ 13.14 # 3
4 2.522$ 2.789$ 2.845$ 4.499$ 6.177$ 35.56 $ 24.49 # 27.79 # 18.10 # 14.70 # 8.253# 115.2 $ 4
5 2.113$ 2.600$ 2.657$ 4.194$ 5.931$ 38.11 " 22.56 " 24.29 " 15.91 # 12.84 # 8.718# 728.0 $ 5
6 1.865$ 2.426$ 2.583$ 4.095$ 33.78 $ 26.89 " 17.18 # 23.56 " 28.32 # 12.08 # 8.548# 128.5 $ 6
7 2.188$ 2.582$ 2.510$ 4.211$ 38.84 " 19.72 # 14.87 # 22.74 " 38.19 " 11.14 # 8.552# 46.93 $ 7
8 2.630$ 2.565$ 2.824$ 4.173$ 23.51 # 20.54 # 14.72 # 19.61 # 28.42 " 10.55 # 8.737# 27.68 " 8
9 2.852$ 2.678$ 2.987$ 4.353$ 14.01 # 19.79 # 70.66 $ 36.17 $ 25.20 " 20.46 # 8.395# 19.39 # 9
10 2.854$ 2.669$ 3.108$ 4.402$ 10.88 # 34.87 $ 37.92 $ 29.95 " 37.52 " 23.45 " 7.582$ 17.33 # 10
11 3.075$ 2.371$ 2.821$ 4.419$ 10.12 # 40.86 $ 22.48 # 21.93 " 27.13 " 18.69 # 6.855$ 15.23 # 11
12 3.909$ 2.352$ 2.669$ 4.356$ 15.82 # 43.12 $ 26.30 # 19.88 # 20.43 # 22.02 # 6.084$ 13.13 # 12
13 3.850$ 2.159$ 2.834$ 4.241$ 34.96 $ 28.00 " 35.70 " 17.65 # 17.44 # 18.74 # 5.753$ 11.10 # 13
14 3.587$ 2.124$ 3.234$ 4.449$ 39.97 $ 19.38 # 22.99 " 29.04 " 15.38 # 14.59 # 5.364$ 9.517# 14
15 3.213$ 1.921$ 3.455$ 4.616$ 25.79 " 17.38 # 24.35 " 40.17 $ 14.03 # 13.18 # 6.633$ 8.606# 15
16 3.028$ 1.813$ 3.945$ 4.843$ 16.25 # 17.28 # 20.19 # 40.84 $ 14.13 # 12.17 # 13.31 # 7.946# 16
17 2.960$ 1.700$ 4.196$ 5.253$ 12.42 # 15.82 # 17.15 # 27.91 " 13.94 # 11.99 # 21.64 # 7.470$ 17
18 2.794$ 1.688$ 4.414$ 5.534$ 10.81 # 13.90 # 15.04 # 20.51 # 12.96 # 11.57 # 30.42 " 7.226$ 18
19 2.812$ 1.487$ 4.362$ 5.699$ 9.978# 12.85 # 14.05 # 17.62 # 12.31 # 10.95 # 23.81 " 13.14 # 19
20 2.581$ 1.668$ 4.165$ 5.712$ 10.10 # 12.67 # 13.62 # 16.12 # 11.91 # 10.28 # 21.91 # 15.82 # 20
21 2.202$ 1.928$ 4.057$ 5.801$ 11.49 # 12.16 # 15.66 # 15.98 # 11.23 # 12.03 # 15.73 # 11.62 # 21
22 1.945$ 1.864$ 4.052$ 5.518$ 11.50 # 10.92 # 17.75 # 15.07 # 15.14 # 39.61 $ 11.31 # 9.576# 22
23 1.990$ 1.784$ 4.195$ 5.279$ 10.75 # 10.52 # 16.46 # 15.16 # 46.13 $ 36.31 " 9.268# 8.450# 23
24 2.048$ 2.532$ 4.294$ 5.126$ 11.39 # 10.48 # 15.08 # 33.80 $ 38.99 $ 23.21 # 8.702# 7.745# 24
25 2.769$ 3.116$ 6.291$ 5.154$ 25.36 # 11.19 # 14.06 # 30.75 " 23.96 # 16.62 # 7.921# 7.287$ 25
26 3.665$ 3.662$ 10.58 # 5.493$ 21.27 # 12.57 # 12.71 # 24.25 " 16.97 # 13.06 # 6.975$ 6.896$ 26
27 3.782$ 3.646$ 9.077$ 5.789$ 15.81 # 12.16 # 12.71 # 17.93 # 14.23 # 11.70 # 6.277$ 6.820$ 27
28 3.671$ 3.378$ 6.005$ 5.779$ 13.28 # 11.60 # 12.96 # 15.22 # 13.22 # 11.17 # 6.062$ 6.547$ 28
29 3.382$ 4.891$ 5.762$ 11.93 # 11.21 # 16.06 # 21.51 $ 86.75 $ 10.63 # 5.906$ 6.591$ 29
30 3.162$ 4.547$ 5.831$ 11.20 # 13.42 # 19.64 # 47.18 $ 94.60 $ 9.940# 6.421$ 6.772$ 30
31 2.849$ 4.944$ 10.57 # 37.68 $ 38.55 " 9.207# 6.938$ 31
Mean 2.931$ 2.459$ 4.097$ 4.977$ 15.89 $ 18.88 $ 20.78 $ 24.95 $ 26.08 $ 17.13 $ 10.30 $ 43.10 $
Median 2.854$ 2.479$ 3.945$ 5.072$ 11.50 $ 13.66 $ 16.46 $ 22.74 $ 19.13 $ 13.06 $ 8.324$ 11.10 $
Maximum 3.909$ 3.662$ 10.58 $ 5.831$ 39.97 $ 43.12 $ 70.66 $ 47.18 $ 94.60 $ 43.97 $ 30.42 $ 728.0 $
Minimum 1.865$ 1.487$ 2.510$ 4.095$ 5.931$ 10.48 $ 12.56 $ 15.07 $ 11.23 $ 9.207$ 5.364$ 6.547$
Total 90.85 $ 68.86 $ 127.0 $ 149.3 $ 492.6 $ 566.3 $ 644.0 $ 773.3 $ 782.5 $ 531.1 $ 308.9 $1336 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.08 $ " ... Relative Uncertainty +/-10%
Ann. Median 11.14 $ # ... Relative Uncertainty +/-15%
Annual Total 5871 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 728.0 $ 1.487$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 6.378$ 2.628$ 1.691$ 2.840$ 8.289# 8.759# 11.39 # 35.09 $ 25.33 # 10.70 # 27.08 # 3.992$ 1
2 6.104$ 2.616$ 1.562$ 2.832$ 7.895$ 8.681# 15.30 # 32.72 " 27.80 " 11.58 # 27.93 " 4.160$ 2
3 6.068$ 2.595$ 1.539$ 2.920$ 7.009$ 8.948# 14.89 # 22.93 " 23.94 " 12.01 # 17.07 # 4.623$ 3
4 5.748$ 2.766$ 1.758$ 2.909$ 6.255$ 13.23 # 14.84 # 25.11 # 19.85 # 11.30 # 12.03 # 4.873$ 4
5 5.667$ 2.286$ 1.976$ 2.828$ 6.209$ 18.51 # 17.51 # 39.18 " 18.51 # 10.44 # 9.797# 4.676$ 5
6 5.095$ 1.550$ 1.966$ 2.792$ 6.815$ 36.73 " 15.08 # 30.31 " 16.71 # 26.06 # 8.598# 4.233$ 6
7 4.973$ 1.457$ 1.777$ 3.039$ 7.311$ 33.33 " 15.27 # 21.77 # 15.29 # 41.67 $ 7.426$ 3.893$ 7
8 4.831$ 1.457$ 1.538$ 3.951$ 7.189$ 22.26 # 13.27 # 17.36 # 14.49 # 26.25 " 6.583$ 3.480$ 8
9 4.459$ 1.343$ 1.338$ 4.527$ 6.383$ 16.02 # 12.68 # 16.01 # 16.19 # 16.58 # 6.309$ 3.254$ 9
10 4.437$ 1.349$ 1.316$ 4.627$ 6.088$ 13.25 # 13.22 # 26.81 $ 16.70 # 12.71 # 6.327$ 3.120$ 10
11 4.667$ 1.589$ 1.544$ 4.411$ 7.382$ 12.08 # 19.85 # 35.68 $ 15.43 # 13.70 # 6.400$ 2.863$ 11
12 4.566$ 1.556$ 1.812$ 4.054$ 8.946# 11.48 # 79.46 $ 23.47 " 13.96 # 15.34 # 5.913$ 2.384$ 12
13 4.430$ 1.601$ 1.903$ 3.787$ 8.557# 13.49 # 50.12 $ 18.07 # 12.91 # 12.89 # 5.484$ 1.960$ 13
14 4.154$ 1.540$ 1.840$ 3.740$ 8.282# 33.96 $ 33.26 " 15.81 # 15.44 # 10.86 # 5.256$ 1.886$ 14
15 3.882$ 1.481$ 2.039$ 3.705$ 8.072$ 50.73 $ 22.89 # 23.01 # 47.52 $ 9.466# 4.786$ 1.990$ 15
16 3.764$ 1.357$ 2.495$ 14.72 $ 7.133$ 32.84 " 17.08 # 27.43 " 33.72 " 8.587# 4.111$ 2.360$ 16
17 3.745$ 1.702$ 2.713$ 40.81 $ 6.896$ 19.52 # 14.60 # 23.53 " 22.07 # 9.238# 3.758$ 2.334$ 17
18 3.727$ 2.000$ 2.825$ 37.07 " 7.268$ 24.64 # 15.30 # 20.27 # 16.63 # 17.63 # 4.097$ 2.027$ 18
19 10.06 $ 2.428$ 2.953$ 29.45 " 7.653$ 29.16 " 18.40 # 17.39 # 14.23 # 16.75 # 4.538$ 1.679$ 19
20 10.89 $ 2.515$ 2.773$ 15.58 # 7.631$ 20.57 # 16.18 # 16.35 # 13.26 # 12.60 # 4.482$ 1.516$ 20
21 5.573$ 2.430$ 2.635$ 10.15 # 11.79 # 15.33 # 15.02 # 19.57 # 12.28 # 10.24 # 4.246$ 1.447$ 21
22 3.623$ 2.296$ 2.871$ 20.53 $ 14.39 # 13.77 # 15.71 # 28.91 " 12.07 # 9.335# 4.420$ 1.606$ 22
23 2.343$ 1.835$ 4.322$ 39.51 $ 13.74 # 12.81 # 15.04 # 23.79 " 15.49 # 8.711# 5.448$ 1.795$ 23
24 1.725$ 1.680$ 4.703$ 24.01 # 11.83 # 12.72 # 14.16 # 19.30 # 23.39 # 8.321# 6.377$ 2.010$ 24
25 2.085$ 1.702$ 4.680$ 13.70 # 10.28 # 13.48 # 16.91 # 16.87 # 25.16 " 8.443# 6.378$ 2.105$ 25
26 2.619$ 1.991$ 4.483$ 10.57 # 9.578# 13.86 # 15.72 # 24.82 $ 21.34 " 8.455# 5.442$ 2.217$ 26
27 2.811$ 2.047$ 4.077$ 9.613# 9.333# 14.53 # 32.86 # 54.55 $ 17.81 # 8.205# 4.834$ 2.239$ 27
28 2.791$ 2.070$ 3.696$ 9.022# 9.314# 13.38 # 25.00 " 36.08 $ 14.88 # 11.88 # 4.292$ 2.807$ 28
29 2.858$ 3.359$ 8.224# 9.331# 12.01 # 18.60 # 24.30 " 12.37 # 22.89 # 3.948$ 3.024$ 29
30 2.863$ 2.966$ 8.089# 9.150# 11.27 # 16.00 # 26.40 " 10.92 # 17.11 # 3.893$ 3.120$ 30
31 2.722$ 2.771$ 8.901# 19.44 # 23.45 " 12.59 # 2.868$ 31
Mean 4.505$ 1.924$ 2.578$ 11.47 $ 8.545$ 18.71 $ 20.49 $ 25.37 $ 18.86 $ 13.95 $ 7.575$ 2.792$
Median 4.430$ 1.769$ 2.495$ 6.358$ 8.072$ 13.82 $ 15.72 $ 23.53 $ 16.41 $ 11.88 $ 5.466$ 2.384$
Maximum 10.89 $ 2.766$ 4.703$ 40.81 $ 14.39 $ 50.73 $ 79.46 $ 54.55 $ 47.52 $ 41.67 $ 27.93 $ 4.873$
Minimum 1.725$ 1.343$ 1.316$ 2.792$ 6.088$ 8.681$ 11.39 $ 15.81 $ 10.92 $ 8.205$ 3.758$ 1.447$
Total 139.7 $ 53.87 $ 79.92 $ 344.0 $ 264.9 $ 561.4 $ 635.1 $ 786.4 $ 565.7 $ 432.5 $ 227.3 $ 86.54 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.44 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.557$ # ... Relative Uncertainty +/-15%
Annual Total 4177 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 79.46 $ 1.316$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 2.438$ 0.886$ 3.061$ 6.233$ 5.385$ 10.61 # 20.46 # 15.53 # 15.11 # 97.59 $ 15.36 # 8.189# 1
2 2.094$ 0.780$ 3.137$ 6.827$ 4.982$ 15.55 # 18.00 # 13.93 # 13.84 # 50.17 $ 14.04 # 7.548$ 2
3 2.048$ 0.949$ 2.993$ 5.741$ 4.376$ 30.86 " 17.16 # 97.73 $ 12.64 # 49.94 $ 12.27 # 7.165$ 3
4 2.127$ 1.206$ 2.972$ 4.644$ 3.842$ 30.95 " 25.26 " 50.85 $ 13.18 # 45.69 $ 10.99 # 6.237$ 4
5 2.385$ 1.397$ 2.976$ 3.983$ 3.819$ 25.54 " 24.71 " 42.50 $ 15.15 # 40.69 $ 10.28 # 5.595$ 5
6 2.580$ 1.410$ 2.803$ 3.923$ 4.032$ 31.90 " 34.84 " 32.63 " 14.25 # 44.90 $ 9.727# 5.318$ 6
7 2.487$ 1.548$ 2.754$ 5.579$ 4.325$ 23.43 # 30.22 " 22.04 # 12.93 # 34.74 " 9.165# 6.369$ 7
8 2.181$ 1.709$ 2.556$ 7.249$ 4.434$ 15.96 # 20.47 # 17.35 # 13.72 # 27.49 " 8.915# 7.711$ 8
9 1.771$ 1.686$ 2.195$ 5.844$ 4.823$ 12.76 # 16.87 # 15.31 # 20.47 # 23.30 " 9.049# 8.211# 9
10 1.635$ 2.393$ 2.021$ 5.211$ 4.950$ 11.62 # 30.44 $ 14.42 # 24.74 " 18.96 # 8.951# 7.524$ 10
11 1.557$ 2.479$ 2.142$ 4.858$ 4.986$ 23.09 # 54.90 $ 18.20 # 38.05 " 15.50 # 8.671# 6.825$ 11
12 1.387$ 2.822$ 1.780$ 18.58 $ 6.043$ 32.60 " 36.93 $ 20.91 # 31.34 " 13.71 # 7.983$ 6.394$ 12
13 1.374$ 3.283$ 1.243$ 48.79 $ 9.943# 23.00 " 21.66 # 20.02 # 34.89 " 12.96 # 7.058$ 5.762$ 13
14 1.487$ 3.194$ 1.439$ 31.28 " 11.00 # 16.87 # 19.12 # 20.21 # 25.81 " 15.38 # 6.628$ 5.572$ 14
15 1.566$ 3.345$ 1.699$ 16.75 # 9.534# 13.72 # 24.44 " 17.64 # 19.21 # 16.39 # 6.349$ 5.770$ 15
16 1.687$ 3.544$ 1.990$ 11.80 # 10.11 # 11.98 # 20.77 # 21.60 # 16.34 # 13.77 # 6.924$ 5.568$ 16
17 1.646$ 6.109$ 2.305$ 9.141# 25.64 # 10.81 # 16.54 # 24.90 " 14.36 # 12.16 # 7.904$ 4.771$ 17
18 1.506$ 13.28 # 2.661$ 8.461# 33.49 " 10.10 # 15.14 # 43.50 $ 13.00 # 14.69 # 12.29 # 4.669$ 18
19 1.293$ 13.85 # 2.692$ 8.041# 21.33 # 9.615# 14.48 # 27.32 " 12.88 # 16.22 # 17.17 # 5.084$ 19
20 1.255$ 9.148# 2.625$ 7.919# 14.43 # 9.492# 20.57 # 36.08 $ 16.24 # 13.55 # 17.76 # 5.390$ 20
21 1.261$ 6.807$ 2.314$ 7.312$ 13.56 # 9.417# 33.37 $ 34.10 " 24.36 $ 12.49 # 13.16 # 5.950$ 21
22 1.572$ 5.272$ 1.973$ 7.036$ 12.45 # 9.635# 56.86 $ 148.6 $ 42.12 $ 11.96 # 10.17 # 5.455$ 22
23 1.679$ 4.277$ 2.223$ 6.531$ 10.77 # 11.75 # 40.28 $ 84.88 $ 83.23 $ 11.31 # 8.652# 4.931$ 23
24 1.452$ 3.934$ 2.330$ 6.353$ 9.326# 11.34 # 27.25 " 53.10 $ 44.33 $ 11.03 # 7.540$ 4.280$ 24
25 1.224$ 3.629$ 2.491$ 8.283$ 8.521# 13.57 # 24.16 " 38.96 $ 32.45 " 10.52 # 7.516$ 3.566$ 25
26 1.037$ 3.368$ 2.422$ 8.507# 7.986# 14.24 # 18.44 # 26.39 " 23.17 " 10.01 # 8.176# 3.139$ 26
27 0.888$ 3.107$ 2.306$ 7.989# 7.814# 12.89 # 15.15 # 20.02 # 18.53 # 102.8 $ 8.858# 2.878$ 27
28 1.017$ 3.016$ 2.137$ 7.303$ 7.417$ 11.85 # 14.39 # 17.45 # 15.56 # 59.61 $ 9.509# 2.550$ 28
29 1.178$ 2.371$ 6.651$ 7.008$ 12.97 # 13.98 # 19.08 # 297.7 $ 34.63 $ 9.036# 2.765$ 29
30 1.102$ 2.874$ 5.967$ 7.348$ 23.22 " 15.69 # 17.31 # 384.9 $ 21.72 # 8.216# 2.495$ 30
31 0.981$ 3.985$ 9.918# 18.68 # 16.00 # 17.21 # 2.333$ 31
Mean 1.610$ 3.873$ 2.435$ 9.760$ 9.471$ 16.71 # 24.56 $ 33.83 $ 44.82 $ 28.42 $ 9.944$ 5.355$
Median 1.557$ 3.151$ 2.371$ 7.143$ 7.814$ 13.27 # 20.57 $ 21.60 $ 18.87 $ 16.39 $ 8.994$ 5.568$
Maximum 2.580$ 13.85 $ 3.985$ 48.79 $ 33.49 $ 32.60 # 56.86 $ 148.6 $ 384.9 $ 102.8 $ 17.76 $ 8.211$
Minimum 0.888$ 0.780$ 1.243$ 3.923$ 3.819$ 9.417# 13.98 $ 13.93 $ 12.64 $ 10.01 $ 6.349$ 2.333$
Total 49.89 $ 108.4 $ 75.47 $ 292.8 $ 293.6 $ 501.4 # 761.2 $1049 $1345 $ 881.1 $ 298.3 $ 166.0 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.95 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.492$ # ... Relative Uncertainty +/-15%
Annual Total 5821 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 384.9 $ 0.780$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 2.443$ 4.830$ 3.165$ 3.688$ 6.991$ 17.91 # 18.55 # 23.67 # 17.23 # 8.754# 3.946$ 3.093$ 1
2 2.410$ 4.973$ 4.051$ 3.894$ 7.229$ 13.11 # 27.82 $ 40.43 " 15.34 # 8.757# 4.521$ 2.790$ 2
3 2.438$ 3.877$ 3.882$ 3.637$ 6.849$ 10.80 # 45.36 $ 34.98 " 14.29 # 8.478# 7.525$ 2.505$ 3
4 2.252$ 3.212$ 4.502$ 3.622$ 6.104$ 10.14 # 39.66 $ 28.52 " 13.63 # 8.034# 9.631# 2.177$ 4
5 2.355$ 2.954$ 4.547$ 3.598$ 5.636$ 15.14 $ 24.19 " 33.29 $ 16.57 # 7.642$ 7.552$ 2.174$ 5
6 3.270$ 2.531$ 4.350$ 3.376$ 5.436$ 38.89 $ 17.14 # 40.03 $ 28.00 # 7.996# 5.740$ 2.308$ 6
7 3.332$ 2.331$ 4.331$ 3.069$ 5.275$ 28.77 " 32.62 $ 29.88 " 39.40 $ 9.877# 4.806$ 2.009$ 7
8 3.493$ 2.128$ 5.686$ 3.015$ 5.451$ 25.51 " 47.13 $ 21.28 # 33.87 " 10.09 # 4.217$ 1.846$ 8
9 3.842$ 2.480$ 5.223$ 3.149$ 5.664$ 22.20 # 36.49 " 17.85 # 28.46 " 8.641# 4.403$ 1.879$ 9
10 3.591$ 2.875$ 5.388$ 3.169$ 6.649$ 16.07 # 23.16 " 15.65 # 25.94 " 7.788$ 5.857$ 1.986$ 10
11 3.038$ 2.707$ 5.220$ 3.394$ 6.395$ 21.28 # 18.37 # 14.29 # 20.84 # 6.861$ 7.278$ 1.880$ 11
12 2.539$ 2.626$ 4.921$ 3.572$ 7.027$ 24.66 " 16.93 # 17.35 # 16.59 # 6.284$ 6.298$ 1.703$ 12
13 2.258$ 2.514$ 4.515$ 4.536$ 7.208$ 24.54 " 15.60 # 19.74 # 13.90 # 6.322$ 5.183$ 1.596$ 13
14 1.936$ 2.228$ 4.132$ 5.665$ 7.198$ 21.46 # 14.55 # 25.61 # 12.42 # 6.966$ 4.632$ 1.405$ 14
15 1.990$ 1.839$ 3.769$ 6.206$ 7.288$ 15.55 # 14.18 # 30.78 " 12.01 # 6.881$ 4.137$ 1.197$ 15
16 2.218$ 1.678$ 3.983$ 5.658$ 7.231$ 14.23 # 15.13 # 25.51 " 11.82 # 6.465$ 5.173$ 1.320$ 16
17 2.105$ 18.33 $ 3.624$ 5.331$ 14.60 $ 20.83 # 14.26 # 20.04 # 11.84 # 6.146$ 5.036$ 1.420$ 17
18 1.970$ 13.07 # 3.347$ 5.545$ 29.53 " 18.18 # 13.26 # 27.40 " 12.07 # 5.611$ 4.770$ 1.485$ 18
19 1.909$ 10.25 # 3.373$ 5.666$ 23.40 # 16.64 # 12.38 # 23.34 " 11.58 # 5.147$ 5.402$ 1.532$ 19
20 1.943$ 7.222$ 3.634$ 5.296$ 13.82 # 13.88 # 12.02 # 18.81 # 10.41 # 4.981$ 5.461$ 1.747$ 20
21 1.815$ 5.577$ 3.752$ 5.693$ 11.80 # 12.23 # 16.53 # 22.97 # 9.751# 5.376$ 4.556$ 1.721$ 21
22 2.221$ 4.952$ 3.758$ 8.912# 31.47 # 13.94 # 20.71 # 20.70 # 10.93 # 5.653$ 3.891$ 1.842$ 22
23 2.307$ 4.542$ 3.474$ 9.062# 26.77 " 19.49 # 19.03 # 20.10 # 12.19 # 5.616$ 3.164$ 1.825$ 23
24 2.543$ 3.982$ 3.284$ 7.440$ 16.99 # 15.38 # 18.90 # 30.36 " 11.58 # 5.684$ 2.816$ 1.704$ 24
25 2.593$ 3.486$ 3.310$ 6.746$ 12.09 # 14.19 # 30.62 " 44.60 $ 10.60 # 6.018$ 2.830$ 1.398$ 25
26 2.706$ 3.336$ 3.203$ 6.340$ 9.945# 12.95 # 22.88 " 44.79 $ 11.01 # 5.734$ 2.896$ 1.161$ 26
27 3.016$ 3.123$ 3.962$ 5.884$ 9.049# 32.55 $ 17.33 # 38.92 $ 10.21 # 5.261$ 3.452$ 1.063$ 27
28 3.063$ 2.901$ 4.051$ 5.467$ 8.732# 42.69 $ 14.75 # 51.82 $ 9.473# 5.120$ 3.449$ 1.007$ 28
29 3.278$ 2.795$ 3.979$ 5.502$ 8.716# 27.22 " 13.40 # 36.96 " 9.246# 5.183$ 3.189$ 1.164$ 29
30 3.453$ 3.709$ 6.074$ 8.541# 20.69 # 15.12 # 25.10 " 8.817# 4.496$ 3.058$ 1.582$ 30
31 4.072$ 3.587$ 19.48 # 17.79 # 20.02 # 4.082$ 1.732$ 31
Mean 2.658$ 4.461$ 4.055$ 5.074$ 11.24 $ 20.04 $ 21.48 $ 27.90 $ 15.67 $ 6.644$ 4.829$ 1.750$
Median 2.443$ 3.123$ 3.962$ 5.399$ 7.288$ 18.05 $ 17.79 $ 25.51 $ 12.13 $ 6.284$ 4.594$ 1.721$
Maximum 4.072$ 18.33 $ 5.686$ 9.062$ 31.47 $ 42.69 $ 47.13 $ 51.82 $ 39.40 $ 10.09 $ 9.631$ 3.093$
Minimum 1.815$ 1.678$ 3.165$ 3.015$ 5.275$ 10.14 $ 12.02 $ 14.29 $ 8.817$ 4.082$ 2.816$ 1.007$
Total 82.40 $ 129.4 $ 125.7 $ 152.2 $ 348.5 $ 601.1 $ 665.9 $ 864.8 $ 470.0 $ 206.0 $ 144.9 $ 54.25 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.51 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.871$ # ... Relative Uncertainty +/-15%
Annual Total 3845 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 51.82 $ 1.007$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.709$ 1.295$ 2.332$ 561.1 $ 12.59 # 13.73 # 24.38 " 15.90 # 19.03 # 29.22 " 19.33 # 8.360# 1
2 2.044$ 1.093$ 2.148$ 737.6 $ 14.41 # 12.74 # 22.20 " 29.91 # 16.56 # 25.30 " 12.90 # 7.016$ 2
3 2.661$ 0.922$ 2.048$ 110.4 $ 24.62 " 12.56 # 21.50 " 31.35 " 15.42 # 18.93 # 10.34 # 5.743$ 3
4 2.514$ 0.799$ 2.028$ 38.72 $ 23.81 " 21.19 # 37.84 $ 23.71 " 14.87 # 16.87 # 8.927# 4.407$ 4
5 2.489$ 0.830$ 2.078$ 20.94 # 19.52 # 49.71 $ 59.68 $ 20.50 # 14.42 # 16.96 # 8.808# 3.540$ 5
6 2.303$ 0.935$ 2.167$ 16.10 # 15.84 # 36.87 $ 53.61 $ 18.14 # 22.38 # 14.56 # 9.210# 4.036$ 6
7 2.166$ 1.025$ 2.360$ 13.95 # 15.03 # 79.21 $ 50.18 $ 17.66 # 22.61 # 11.82 # 8.445# 4.128$ 7
8 2.163$ 1.039$ 2.314$ 12.66 # 14.48 # 50.39 $ 42.21 $ 16.69 # 21.52 " 11.83 # 10.75 # 4.507$ 8
9 2.058$ 1.108$ 2.295$ 14.88 # 13.86 # 38.17 $ 35.12 " 15.73 # 45.82 $ 12.78 # 10.35 # 4.461$ 9
10 2.155$ 1.068$ 2.575$ 14.63 # 12.89 # 69.55 $ 31.29 " 15.03 # 39.49 $ 16.55 # 8.935# 3.947$ 10
11 1.960$ 0.998$ 2.930$ 12.73 # 12.26 # 167.0 $ 27.53 " 14.22 # 25.72 " 18.28 # 7.851$ 4.261$ 11
12 1.651$ 1.095$ 2.937$ 10.77 # 14.50 # 434.3 $ 24.62 " 13.74 # 20.62 " 16.37 # 7.192$ 4.754$ 12
13 1.578$ 1.232$ 2.978$ 9.701# 14.31 # 423.8 $ 32.59 " 15.26 # 18.61 # 14.62 # 6.571$ 5.573$ 13
14 1.255$ 12.10 $ 3.404$ 9.236# 11.69 # 325.1 $ 34.23 " 46.26 $ 21.06 " 12.97 # 5.744$ 5.219$ 14
15 0.928$ 18.31 # 3.459$ 9.061# 12.14 # 179.3 $ 31.71 " 36.42 $ 20.50 # 11.78 # 5.021$ 4.878$ 15
16 0.741$ 21.17 # 3.143$ 9.120# 26.69 $ 109.0 $ 30.29 " 25.38 " 17.41 # 11.04 # 4.657$ 4.063$ 16
17 0.679$ 11.61 # 2.897$ 9.425# 39.54 $ 61.78 $ 24.60 " 32.90 " 18.55 # 12.25 # 4.477$ 3.613$ 17
18 0.762$ 7.631$ 2.661$ 9.493# 31.14 $ 126.5 $ 20.70 # 51.11 $ 28.26 " 14.00 # 4.302$ 3.844$ 18
19 0.682$ 5.417$ 2.748$ 8.928# 86.30 $ 140.5 # 18.43 # 40.07 $ 22.04 # 13.31 # 3.967$ 3.437$ 19
20 0.726$ 4.165$ 2.753$ 8.648# 43.11 $ 154.4 # 17.33 # 27.03 " 17.07 # 11.28 # 3.682$ 2.992$ 20
21 0.771$ 3.521$ 2.635$ 14.18 $ 33.07 " 132.0 # 19.74 # 22.67 " 30.81 # 10.26 # 3.801$ 2.856$ 21
22 0.788$ 3.182$ 2.884$ 55.39 $ 41.27 $ 86.26 $ 19.72 # 21.17 " 31.68 " 11.55 # 3.353$ 2.605$ 22
23 0.840$ 2.894$ 2.499$ 40.47 $ 48.92 $ 56.38 $ 17.82 # 20.63 " 22.54 " 11.35 # 3.232$ 3.320$ 23
24 0.980$ 2.776$ 2.190$ 25.20 " 38.01 " 53.17 $ 15.98 # 24.21 " 20.56 " 9.881# 3.447$ 3.356$ 24
25 1.159$ 2.836$ 2.107$ 18.27 # 29.97 " 50.56 $ 15.17 # 28.43 " 19.14 # 8.721# 3.194$ 2.790$ 25
26 1.290$ 2.808$ 2.162$ 14.40 # 27.66 " 43.78 $ 14.69 # 39.96 $ 17.36 # 8.783# 2.826$ 2.785$ 26
27 1.226$ 2.655$ 2.513$ 12.95 # 22.79 " 37.24 " 14.06 # 28.43 " 17.36 # 9.273# 5.624$ 2.696$ 27
28 1.235$ 2.482$ 2.736$ 13.05 # 19.44 # 31.51 " 14.14 # 21.62 " 33.72 " 10.11 # 12.22 # 2.483$ 28
29 1.320$ 2.855$ 13.36 # 17.55 # 27.56 " 15.42 # 18.01 # 35.72 " 9.962# 13.19 # 2.265$ 29
30 1.271$ 2.893$ 12.78 # 15.64 # 26.27 " 17.23 # 22.27 # 27.26 " 8.915# 9.755# 2.255$ 30
31 1.184$ 15.07 $ 14.59 # 17.40 # 22.82 " 18.43 # 2.227$ 31
Mean 1.461$ 4.178$ 2.994$ 61.94 $ 24.76 $ 101.7 $ 26.50 $ 25.07 $ 23.27 $ 13.80 # 7.403$ 3.949$
Median 1.271$ 2.569$ 2.635$ 13.65 $ 19.44 $ 54.77 $ 22.20 $ 22.67 $ 20.84 $ 12.25 # 6.881$ 3.844$
Maximum 2.661$ 21.17 $ 15.07 $ 737.6 $ 86.30 $ 434.3 $ 59.68 $ 51.11 $ 45.82 $ 29.22 # 19.33 $ 8.360$
Minimum 0.679$ 0.799$ 2.028$ 8.648$ 11.69 $ 12.56 $ 14.06 $ 13.74 $ 14.42 $ 8.721# 2.826$ 2.227$
Total 45.29 $ 117.0 $ 92.81 $1858 $ 767.7 $3051 $ 821.4 $ 777.2 $ 698.1 $ 427.9 # 222.1 $ 122.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.66 $ " ... Relative Uncertainty +/-10%
Ann. Median 12.95 $ # ... Relative Uncertainty +/-15%
Annual Total 9001 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 737.6 $ 0.679$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 2.047$ 3.258$ 1.621$ 5.631$ 10.98 # 20.35 # 21.42 # 16.04 # 13.08 # 7.662$ 6.171$ 2.812$ 1
2 2.022$ 3.170$ 1.796$ 14.55 # 9.843# 14.96 # 19.94 # 15.41 # 13.01 # 7.183$ 5.878$ 2.743$ 2
3 2.265$ 2.928$ 1.602$ 16.70 # 9.384# 12.34 # 15.63 # 14.22 # 12.26 # 7.883$ 5.646$ 2.804$ 3
4 2.663$ 2.724$ 1.500$ 13.88 # 9.022# 10.82 # 16.67 # 13.00 # 14.33 # 20.74 # 5.138$ 2.859$ 4
5 3.182$ 2.503$ 1.506$ 10.87 # 10.61 # 9.767# 14.35 # 12.06 # 17.69 # 18.18 # 4.668$ 2.787$ 5
6 3.675$ 2.291$ 1.551$ 8.898# 14.07 # 8.931# 12.40 # 11.64 # 16.02 # 12.47 # 4.084$ 2.462$ 6
7 3.778$ 2.567$ 1.620$ 7.841$ 13.79 # 11.94 # 11.22 # 11.15 # 13.57 # 9.837# 5.648$ 2.300$ 7
8 3.373$ 2.658$ 1.341$ 6.974$ 11.66 # 13.18 # 10.46 # 10.96 # 12.52 # 8.367# 6.317$ 2.342$ 8
9 2.965$ 2.537$ 1.239$ 6.311$ 9.864# 12.88 # 10.88 # 12.02 # 12.53 # 7.625$ 5.354$ 2.353$ 9
10 2.550$ 2.769$ 1.142$ 6.021$ 9.178# 11.99 # 28.18 $ 12.16 # 12.68 # 6.869$ 6.179$ 2.291$ 10
11 2.264$ 2.740$ 1.013$ 6.276$ 8.469# 12.30 # 51.38 $ 11.38 # 12.84 # 7.004$ 7.179$ 2.303$ 11
12 2.010$ 2.438$ 0.964$ 6.951$ 8.123# 11.63 # 36.18 $ 11.08 # 12.47 # 8.683# 6.842$ 2.114$ 12
13 2.673$ 2.171$ 1.081$ 7.666$ 7.434$ 10.24 # 23.09 " 10.97 # 12.44 # 9.759# 5.973$ 2.124$ 13
14 4.698$ 1.996$ 1.216$ 8.389# 7.199$ 9.519# 19.94 # 10.84 # 11.69 # 8.846# 5.156$ 2.101$ 14
15 4.317$ 2.298$ 1.361$ 8.106# 7.308$ 9.202# 19.57 # 11.08 # 10.22 # 8.087# 4.643$ 1.864$ 15
16 4.296$ 2.341$ 1.381$ 7.518$ 8.253# 9.126# 15.50 # 16.94 # 9.181# 7.727# 4.045$ 1.613$ 16
17 4.625$ 2.281$ 1.241$ 7.798# 8.234# 8.961# 13.09 # 16.76 # 8.808# 7.631$ 4.169$ 1.523$ 17
18 4.795$ 2.279$ 1.194$ 8.302# 8.087# 9.082# 11.82 # 14.14 # 9.013# 7.250$ 4.449$ 1.494$ 18
19 4.502$ 2.272$ 1.310$ 8.367# 8.158# 9.289# 11.09 # 19.20 # 10.08 # 6.849$ 4.242$ 1.441$ 19
20 4.168$ 2.166$ 1.369$ 7.936# 8.601# 11.94 # 10.68 # 25.65 " 10.28 # 6.434$ 4.208$ 1.445$ 20
21 3.552$ 2.097$ 1.249$ 7.482$ 8.507# 12.31 # 47.90 $ 18.85 # 10.61 # 8.280$ 3.863$ 1.770$ 21
22 2.919$ 1.878$ 1.434$ 11.71 # 7.956# 11.92 # 54.82 $ 32.97 $ 15.08 # 23.22 # 3.533$ 2.023$ 22
23 2.701$ 2.003$ 7.825$ 13.13 # 8.186$ 11.50 # 32.56 " 35.41 " 14.99 # 19.25 # 3.342$ 1.914$ 23
24 2.590$ 1.954$ 14.52 # 12.03 # 13.13 # 10.70 # 20.41 # 23.31 # 14.02 # 14.54 # 3.174$ 1.878$ 24
25 2.732$ 1.821$ 10.66 # 10.55 # 12.97 # 10.08 # 20.65 # 16.85 # 12.57 # 10.67 # 2.723$ 1.703$ 25
26 3.964$ 1.791$ 10.05 # 14.73 # 11.04 # 12.89 # 17.85 # 14.72 # 11.39 # 8.879# 2.373$ 1.496$ 26
27 3.447$ 1.809$ 8.058$ 17.12 # 9.547# 16.84 # 22.16 $ 13.70 # 10.32 # 8.271# 2.370$ 1.331$ 27
28 3.631$ 1.758$ 6.127$ 18.39 # 8.815# 41.01 $ 48.97 $ 12.61 # 9.489# 7.688$ 2.411$ 1.252$ 28
29 3.607$ 4.863$ 17.43 # 8.623# 33.64 $ 37.74 $ 11.40 # 8.916# 7.296$ 2.664$ 1.103$ 29
30 3.802$ 4.077$ 13.28 # 14.75 # 18.29 # 24.50 " 10.37 # 8.283# 7.044$ 2.651$ 1.026$ 30
31 3.443$ 3.767$ 24.03 " 18.76 # 11.72 # 6.495$ 0.900$ 31
Mean 3.331$ 2.339$ 3.215$ 10.36 $ 10.19 $ 13.59 $ 23.22 $ 15.44 $ 12.01 # 9.894$ 4.503$ 1.941$
Median 3.443$ 2.286$ 1.500$ 8.378$ 9.022$ 11.93 $ 19.94 $ 13.00 $ 12.45 # 8.087$ 4.345$ 1.914$
Maximum 4.795$ 3.258$ 14.52 $ 18.39 $ 24.03 $ 41.01 $ 54.82 $ 35.41 $ 17.69 # 23.22 $ 7.179$ 2.859$
Minimum 2.010$ 1.758$ 0.964$ 5.631$ 7.199$ 8.931$ 10.46 $ 10.37 $ 8.283# 6.434$ 2.370$ 0.900$
Total 103.3 $ 65.50 $ 99.68 $ 310.8 $ 315.8 $ 407.6 $ 719.8 $ 478.6 $ 360.4 # 306.7 $ 135.1 $ 60.17 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 9.215$ " ... Relative Uncertainty +/-10%
Ann. Median 8.123$ # ... Relative Uncertainty +/-15%
Annual Total 3363 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 54.82 $ 0.900$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 0.833$ 1.473$ 1.843$ 3.263$ 7.284$ 9.480# 15.63 # 23.06 # 19.15 # 10.48 # 26.01 " 2.893$ 1
2 0.827$ 1.403$ 2.428$ 3.451$ 10.20 # 8.247# 30.18 $ 23.12 " 14.93 # 9.219# 16.36 # 3.666$ 2
3 1.290$ 1.196$ 2.025$ 3.446$ 14.39 # 7.759# 42.43 $ 18.68 # 12.42 # 8.486# 12.22 # 3.809$ 3
4 1.698$ 1.119$ 2.098$ 4.436$ 11.21 # 8.323# 41.71 $ 15.44 # 11.80 # 8.066# 10.21 # 3.954$ 4
5 1.732$ 1.012$ 2.259$ 3.963$ 9.155# 9.422# 24.14 " 13.17 # 14.05 # 8.081# 8.830# 4.668$ 5
6 1.855$ 0.898$ 2.097$ 3.484$ 7.904$ 8.588# 18.81 # 18.91 # 13.45 # 8.535# 8.976# 11.71 # 6
7 2.018$ 0.898$ 1.946$ 3.257$ 7.197$ 8.341# 14.13 # 34.11 " 12.52 # 8.456# 15.95 # 8.078# 7
8 2.059$ 0.972$ 1.643$ 3.219$ 6.610$ 8.206# 13.29 # 22.68 # 38.85 $ 12.77 # 13.22 # 7.499$ 8
9 1.880$ 1.007$ 1.526$ 3.493$ 6.039$ 8.684# 13.16 # 16.16 # 43.74 $ 29.14 " 11.31 # 6.076$ 9
10 1.774$ 0.996$ 1.481$ 3.570$ 5.707$ 11.38 # 12.81 # 15.32 # 26.79 " 29.63 " 9.357# 5.095$ 10
11 2.206$ 0.973$ 1.525$ 5.454$ 5.562$ 10.42 # 11.68 # 21.87 # 17.95 # 19.79 # 8.025$ 4.389$ 11
12 1.977$ 0.881$ 1.679$ 4.630$ 6.011$ 9.213# 11.15 # 19.03 # 36.51 $ 14.44 # 7.159$ 4.083$ 12
13 1.917$ 0.847$ 1.754$ 4.244$ 6.662$ 8.440# 10.91 # 16.56 # 54.38 $ 11.33 # 6.639$ 3.971$ 13
14 1.745$ 0.908$ 1.602$ 4.070$ 6.752$ 8.676# 10.55 # 20.74 # 38.70 $ 9.444# 6.551$ 4.038$ 14
15 1.460$ 0.940$ 1.661$ 4.275$ 6.826$ 9.399# 10.16 # 26.13 # 34.48 $ 8.146# 6.155$ 3.841$ 15
16 1.263$ 0.925$ 1.802$ 10.56 $ 6.777$ 9.329# 10.46 # 33.99 " 27.10 " 7.184$ 5.709$ 4.018$ 16
17 0.993$ 0.870$ 1.943$ 8.212$ 7.053$ 9.072# 12.68 # 22.95 " 18.57 # 6.805$ 5.408$ 13.30 $ 17
18 0.962$ 0.892$ 1.941$ 9.424# 7.580$ 9.409# 12.15 # 17.10 # 16.36 # 7.604$ 4.823$ 16.90 # 18
19 1.174$ 0.901$ 2.781$ 8.725# 8.609# 13.47 # 11.21 # 14.72 # 15.03 # 7.772# 4.155$ 23.63 " 19
20 1.191$ 0.767$ 2.451$ 7.704$ 10.05 # 16.78 # 11.31 # 22.18 # 12.57 # 7.453$ 5.456$ 18.02 # 20
21 0.978$ 0.759$ 2.279$ 7.111$ 9.912# 14.01 # 11.26 # 20.31 # 11.46 # 7.416$ 5.025$ 11.91 # 21
22 1.001$ 0.711$ 2.308$ 6.173$ 9.143# 11.68 # 11.67 # 17.35 # 12.55 # 7.766# 4.517$ 9.584# 22
23 1.080$ 0.631$ 2.354$ 5.447$ 7.903$ 10.49 # 12.15 # 15.17 # 11.84 # 7.627$ 4.574$ 7.457$ 23
24 1.087$ 0.633$ 2.391$ 5.221$ 7.016$ 65.71 $ 16.35 # 13.13 # 19.56 $ 7.190$ 5.451$ 6.065$ 24
25 1.134$ 0.794$ 2.338$ 5.207$ 6.308$ 77.47 $ 16.06 # 12.39 # 45.07 $ 6.848$ 5.324$ 5.365$ 25
26 1.127$ 1.005$ 2.443$ 4.956$ 8.253$ 30.90 " 14.70 # 12.43 # 28.09 " 7.570$ 4.927$ 4.452$ 26
27 1.012$ 1.079$ 4.786$ 4.786$ 10.26 # 18.18 # 13.96 # 15.14 # 21.38 " 29.97 # 4.314$ 3.821$ 27
28 1.069$ 1.255$ 4.047$ 4.563$ 24.63 # 22.21 # 34.47 $ 14.28 # 18.41 # 38.43 " 3.489$ 3.606$ 28
29 1.199$ 3.516$ 4.276$ 21.23 # 18.28 # 21.98 # 19.03 $ 14.69 # 27.97 " 3.123$ 3.132$ 29
30 1.518$ 3.456$ 4.863$ 14.85 # 15.27 # 19.58 # 47.95 $ 12.26 # 22.43 # 2.990$ 2.656$ 30
31 1.551$ 3.288$ 11.26 # 21.28 # 30.93 " 38.05 " 2.487$ 31
Mean 1.407$ 0.955$ 2.313$ 5.183$ 9.302$ 15.89 $ 17.16 $ 20.45 $ 22.49 $ 14.00 $ 7.875$ 6.909$
Median 1.263$ 0.917$ 2.098$ 4.596$ 7.903$ 9.451$ 13.29 $ 18.91 $ 18.18 $ 8.486$ 5.932$ 4.452$
Maximum 2.206$ 1.473$ 4.786$ 10.56 $ 24.63 $ 77.47 $ 42.43 $ 47.95 $ 54.38 $ 38.43 $ 26.01 $ 23.63 $
Minimum 0.827$ 0.631$ 1.481$ 3.219$ 5.562$ 7.759$ 10.16 $ 12.39 $ 11.46 $ 6.805$ 2.990$ 2.487$
Total 43.61 $ 26.75 $ 71.69 $ 155.5 $ 288.3 $ 476.8 $ 532.0 $ 634.1 $ 674.7 $ 434.1 $ 236.3 $ 214.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.38 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.759$ # ... Relative Uncertainty +/-15%
Annual Total 3788 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 77.47 $ 0.631$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 2.377$ 2.215$ 1.669$ 30.18 $ 7.075$ 15.04 # 17.69 # 46.65 $ 25.62 # 13.67 # 21.05 # 13.73 # 1
2 2.366$ 2.459$ 1.643$ 12.80 # 6.819$ 13.20 # 14.01 # 48.82 $ 23.31 " 15.25 # 12.73 # 13.49 # 2
3 2.683$ 2.541$ 1.561$ 13.85 # 6.591$ 11.69 # 12.04 # 43.35 $ 17.91 # 17.76 # 9.398# 12.21 # 3
4 2.975$ 3.343$ 1.552$ 8.324$ 6.375$ 10.33 # 11.18 # 32.19 " 14.32 # 16.31 # 7.659$ 10.55 # 4
5 3.064$ 3.516$ 1.441$ 5.699$ 6.138$ 9.532# 13.36 # 22.47 " 12.68 # 20.48 # 6.991$ 9.907# 5
6 2.864$ 3.289$ 1.403$ 4.501$ 5.849$ 9.065# 16.89 # 23.10 " 12.04 # 18.77 # 11.39 $ 9.022# 6
7 2.692$ 3.081$ 1.433$ 3.916$ 5.766$ 8.741# 14.79 # 30.90 " 11.65 # 15.52 # 28.63 " 7.539$ 7
8 2.556$ 2.693$ 1.505$ 5.070$ 5.891$ 8.507# 12.35 # 22.95 " 11.20 # 12.65 # 18.92 # 6.862$ 8
9 2.733$ 2.330$ 1.537$ 4.924$ 5.955$ 8.301# 14.55 # 22.62 " 10.52 # 11.00 # 12.24 # 6.763$ 9
10 2.472$ 2.128$ 1.633$ 4.704$ 6.012$ 9.966# 26.15 $ 30.30 " 9.953# 10.04 # 9.776# 21.88 $ 10
11 2.370$ 1.968$ 1.614$ 4.931$ 7.840$ 13.12 # 71.99 $ 19.91 # 9.805# 9.344# 9.089# 44.06 $ 11
12 2.220$ 1.992$ 1.660$ 4.587$ 6.925$ 16.37 # 81.94 $ 16.27 # 9.566# 10.11 # 8.648# 29.27 " 12
13 2.514$ 1.636$ 1.852$ 4.190$ 9.634$ 14.97 # 47.79 $ 14.48 # 29.28 # 10.65 # 8.390# 17.35 # 13
14 2.370$ 1.465$ 1.936$ 3.810$ 23.81 " 12.62 # 28.79 " 13.57 # 29.99 " 10.62 # 7.889$ 11.50 # 14
15 2.339$ 1.401$ 1.752$ 3.561$ 23.55 " 12.87 # 21.57 # 12.78 # 21.66 # 9.609# 7.013$ 8.899# 15
16 2.235$ 1.456$ 1.622$ 3.612$ 17.44 # 41.89 $ 30.34 " 11.96 # 15.44 # 8.732# 6.321$ 8.014$ 16
17 1.984$ 1.507$ 1.565$ 4.791$ 14.01 # 52.93 $ 26.95 " 11.21 # 12.70 # 8.739# 6.088$ 7.108$ 17
18 1.873$ 1.504$ 1.834$ 5.817$ 12.20 # 35.63 $ 23.38 " 10.61 # 13.14 # 8.633# 6.174$ 6.670$ 18
19 3.211$ 1.479$ 1.706$ 17.04 # 11.46 # 21.77 # 54.96 $ 10.94 # 15.38 # 8.532# 6.013$ 6.190$ 19
20 4.090$ 1.402$ 1.550$ 32.83 $ 11.02 # 15.26 # 42.11 $ 12.35 # 15.74 # 7.985# 9.967$ 5.594$ 20
21 4.524$ 1.418$ 1.435$ 63.96 $ 9.974# 12.42 # 29.60 " 13.53 # 20.06 # 8.325# 224.3 $ 5.777$ 21
22 3.911$ 1.434$ 1.280$ 42.90 $ 9.161# 10.92 # 21.17 # 12.62 # 23.45 " 8.290# 104.3 # 6.643$ 22
23 3.582$ 1.513$ 1.594$ 21.78 # 9.431# 9.954# 17.70 # 11.60 # 18.79 # 8.152# 109.6 # 6.146$ 23
24 3.222$ 1.615$ 1.684$ 13.22 # 10.17 # 9.107# 19.12 # 10.66 # 14.44 # 8.921# 293.9 $ 5.454$ 24
25 2.956$ 1.684$ 1.703$ 9.855# 12.36 # 8.438# 18.09 # 10.57 # 16.70 # 11.31 # 103.5 $ 4.791$ 25
26 2.823$ 1.694$ 1.741$ 8.650# 11.63 # 8.145# 16.54 # 10.58 # 19.54 # 12.12 # 44.77 $ 4.307$ 26
27 2.599$ 1.710$ 1.783$ 7.683$ 10.40 # 8.512# 15.47 # 10.32 # 17.86 # 10.70 # 37.64 " 3.745$ 27
28 2.410$ 1.737$ 1.919$ 7.508$ 13.89 # 21.44 # 15.22 # 10.03 # 14.95 # 9.676# 37.42 " 3.362$ 28
29 2.300$ 1.683$ 2.030$ 7.097$ 21.16 # 32.49 " 14.52 # 10.47 # 18.72 # 87.08 $ 26.28 " 3.207$ 29
30 2.456$ 2.151$ 7.090$ 17.70 # 24.15 " 29.56 # 14.63 # 15.53 # 95.19 $ 17.68 # 3.060$ 30
31 2.317$ 2.786$ 14.79 # 51.80 $ 14.49 # 39.45 $ 2.964$ 31
Mean 2.745$ 1.996$ 1.696$ 12.30 $ 11.00 $ 16.25 $ 26.83 $ 18.93 $ 16.73 # 17.54 $ 40.46 $ 9.873$
Median 2.556$ 1.694$ 1.643$ 7.093$ 9.974$ 12.52 $ 19.12 $ 13.57 $ 15.48 # 10.65 $ 11.82 $ 6.862$
Maximum 4.524$ 3.516$ 2.786$ 63.96 $ 23.81 $ 52.93 $ 81.94 $ 48.82 $ 29.99 # 95.19 $ 293.9 $ 44.06 $
Minimum 1.873$ 1.401$ 1.280$ 3.561$ 5.766$ 8.145$ 11.18 $ 10.03 $ 9.566# 7.985$ 6.013$ 2.964$
Total 85.09 $ 57.89 $ 52.58 $ 368.9 $ 341.0 $ 487.4 $ 831.6 $ 587.0 $ 501.9 # 543.6 $1214 $ 306.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.69 $ " ... Relative Uncertainty +/-10%
Ann. Median 9.830$ # ... Relative Uncertainty +/-15%
Annual Total 5377 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 293.9 $ 1.280$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 2.835$ 2.633$ 3.147$ 8.448$ 5.029$ 6.305$ 71.43 $ 12.09 # 27.56 " 27.90 " 6.262$ 4.279$ 1
2 2.718$ 2.346$ 4.085$ 6.198$ 4.879$ 6.282$ 38.96 $ 11.46 # 41.65 $ 20.57 # 5.709$ 3.639$ 2
3 2.524$ 2.027$ 3.497$ 5.323$ 4.779$ 7.922$ 21.76 # 11.22 # 30.97 " 16.21 # 5.301$ 3.489$ 3
4 2.449$ 1.941$ 3.146$ 4.311$ 4.653$ 61.36 $ 16.26 # 10.94 # 23.86 " 13.90 # 4.976$ 3.360$ 4
5 2.239$ 1.836$ 2.680$ 3.633$ 4.311$ 140.9 $ 13.52 # 10.81 # 24.87 $ 12.88 # 4.929$ 3.150$ 5
6 2.151$ 1.759$ 2.508$ 3.267$ 4.128$ 83.53 $ 16.23 # 15.69 # 50.42 $ 12.78 # 5.056$ 3.089$ 6
7 1.918$ 1.684$ 2.182$ 2.999$ 4.129$ 42.82 $ 19.75 # 17.32 # 48.87 $ 13.62 # 5.449$ 3.244$ 7
8 1.670$ 1.622$ 1.885$ 2.739$ 4.010$ 30.77 " 16.55 # 15.51 # 68.17 $ 13.75 # 5.222$ 3.207$ 8
9 1.571$ 1.385$ 1.679$ 2.524$ 3.848$ 22.14 # 17.45 # 14.10 # 38.34 $ 13.42 # 4.966$ 3.187$ 9
10 1.439$ 1.128$ 1.484$ 2.603$ 3.742$ 17.25 # 21.59 # 13.57 # 34.99 $ 13.09 # 4.929$ 3.116$ 10
11 1.571$ 0.796$ 1.393$ 2.783$ 5.941$ 15.19 # 29.71 " 15.24 # 55.20 $ 14.50 # 7.659$ 2.947$ 11
12 1.674$ 0.704$ 1.743$ 3.416$ 6.631$ 22.45 # 23.49 " 14.16 # 46.59 $ 14.44 # 6.840$ 2.733$ 12
13 1.719$ 0.645$ 1.751$ 3.361$ 6.193$ 18.08 # 20.12 # 13.05 # 46.90 $ 14.27 # 7.041$ 2.463$ 13
14 1.598$ 1.303$ 1.630$ 3.268$ 5.942$ 15.75 # 16.35 # 18.42 # 43.76 $ 13.31 # 6.571$ 2.094$ 14
15 1.559$ 2.261$ 1.948$ 3.123$ 5.141$ 13.12 # 13.92 # 57.47 $ 39.23 " 12.22 # 5.731$ 1.874$ 15
16 1.585$ 2.255$ 2.105$ 3.104$ 4.616$ 11.48 # 12.00 # 98.21 $ 32.22 " 10.74 # 5.110$ 1.822$ 16
17 1.258$ 2.151$ 1.767$ 3.055$ 4.090$ 10.43 # 19.11 # 51.11 $ 25.22 " 9.527# 4.670$ 1.650$ 17
18 1.188$ 2.005$ 1.416$ 3.194$ 3.714$ 10.16 # 36.25 $ 26.74 " 22.87 " 8.541# 4.861$ 1.529$ 18
19 1.309$ 1.670$ 1.747$ 3.240$ 3.416$ 31.76 $ 178.5 $ 18.39 # 20.99 " 7.712$ 5.840$ 1.398$ 19
20 1.269$ 1.669$ 1.803$ 3.337$ 3.413$ 44.63 $ 69.14 $ 19.15 # 22.04 # 7.030$ 8.018$ 1.366$ 20
21 1.221$ 1.667$ 1.972$ 3.446$ 3.962$ 49.65 $ 72.26 $ 17.23 # 68.87 $ 6.539$ 8.533# 1.445$ 21
22 1.019$ 1.583$ 2.646$ 4.241$ 5.307$ 33.29 " 50.47 $ 15.83 # 66.76 $ 6.459$ 8.366# 1.411$ 22
23 1.172$ 1.431$ 2.764$ 6.261$ 30.58 # 19.70 # 76.46 $ 32.44 $ 39.72 $ 6.541$ 7.132$ 1.392$ 23
24 1.049$ 1.305$ 2.646$ 6.442$ 32.80 " 16.62 # 42.90 $ 29.87 " 35.13 " 6.798$ 6.122$ 1.471$ 24
25 1.045$ 1.370$ 2.435$ 6.748$ 18.52 # 14.37 # 122.7 $ 25.52 " 38.66 " 6.840$ 4.961$ 1.521$ 25
26 1.083$ 2.400$ 2.297$ 6.675$ 11.43 # 12.90 # 58.92 $ 19.21 # 29.29 " 6.676$ 4.925$ 1.592$ 26
27 1.224$ 2.412$ 2.437$ 6.365$ 8.483# 12.04 # 34.07 $ 16.25 # 21.82 " 7.704$ 5.487$ 1.616$ 27
28 1.383$ 2.523$ 2.445$ 5.591$ 7.064$ 33.47 $ 21.61 # 96.85 $ 18.56 # 8.336# 5.283$ 1.581$ 28
29 2.143$ 2.416$ 5.156$ 6.306$ 57.04 $ 17.01 # 68.88 $ 28.02 # 8.588# 5.309$ 1.522$ 29
30 2.404$ 2.416$ 5.125$ 5.869$ 75.98 $ 14.37 # 40.31 $ 37.91 " 7.683$ 4.857$ 1.578$ 30
31 2.709$ 6.436$ 5.841$ 13.08 # 26.29 " 6.822$ 1.634$ 31
Mean 1.700$ 1.733$ 2.403$ 4.332$ 7.379$ 31.25 $ 38.58 $ 27.53 $ 37.65 $ 11.27 $ 5.870$ 2.271$
Median 1.571$ 1.677$ 2.297$ 3.431$ 5.029$ 18.89 $ 21.61 $ 17.32 $ 36.52 $ 10.74 $ 5.379$ 1.822$
Maximum 2.835$ 2.633$ 6.436$ 8.448$ 32.80 $ 140.9 $ 178.5 $ 98.21 $ 68.87 $ 27.90 $ 8.533$ 4.279$
Minimum 1.019$ 0.645$ 1.393$ 2.524$ 3.413$ 6.282$ 12.00 $ 10.81 $ 18.56 $ 6.459$ 4.670$ 1.366$
Total 52.70 $ 48.51 $ 74.51 $ 130.0 $ 228.8 $ 937.4 $1196 $ 853.3 $1129 $ 349.4 $ 176.1 $ 70.40 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.37 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.869$ # ... Relative Uncertainty +/-15%
Annual Total 5247 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 178.5 $ 0.645$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.539$ 1.759$ 1.126$ 2.613$ 3.252$ 13.54 # 9.536# 17.63 # 13.71 # 6.274$ 5.079$ 1.664$ 1
2 1.446$ 1.599$ 1.022$ 6.161$ 3.573$ 14.60 # 34.47 $ 14.51 # 13.88 # 6.087$ 4.412$ 1.572$ 2
3 1.440$ 1.852$ 0.946$ 7.528$ 3.746$ 12.36 # 43.46 $ 12.57 # 13.64 # 5.958$ 3.684$ 1.523$ 3
4 1.318$ 1.701$ 0.992$ 6.863$ 3.708$ 13.22 # 25.78 " 12.48 # 14.12 # 6.014$ 3.250$ 2.326$ 4
5 1.317$ 1.609$ 0.984$ 5.942$ 3.693$ 20.02 # 16.32 # 12.41 # 14.22 # 6.706$ 4.485$ 3.061$ 5
6 1.311$ 1.563$ 1.096$ 4.638$ 3.692$ 19.08 # 12.55 # 14.45 # 13.60 # 6.840$ 4.261$ 3.054$ 6
7 1.120$ 1.557$ 1.200$ 3.992$ 3.891$ 14.52 # 10.77 # 15.69 # 11.83 # 6.644$ 4.051$ 3.549$ 7
8 0.834$ 1.571$ 1.364$ 3.532$ 3.959$ 12.95 # 9.729# 26.02 # 14.25 # 6.194$ 3.899$ 3.655$ 8
9 0.755$ 1.528$ 1.569$ 3.416$ 4.154$ 11.49 # 15.66 # 18.24 # 24.02 # 5.550$ 3.715$ 3.505$ 9
10 0.711$ 2.129$ 1.300$ 3.708$ 4.298$ 10.10 # 30.94 " 16.40 # 19.55 # 5.663$ 9.329$ 3.415$ 10
11 0.661$ 2.646$ 1.394$ 3.768$ 4.224$ 8.723# 27.26 " 13.38 # 15.03 # 10.61 # 20.40 # 3.340$ 11
12 0.583$ 3.308$ 1.429$ 3.588$ 4.136$ 7.934# 55.73 $ 13.84 # 33.34 $ 11.42 # 23.62 # 3.125$ 12
13 0.519$ 2.900$ 1.228$ 4.237$ 4.267$ 7.414$ 56.09 $ 28.62 # 32.04 " 9.804# 15.13 # 2.785$ 13
14 0.440$ 2.262$ 1.706$ 5.255$ 5.319$ 7.035$ 36.24 $ 28.50 " 21.06 # 9.105# 10.11 # 2.448$ 14
15 0.456$ 1.764$ 2.342$ 4.633$ 4.840$ 7.907$ 22.08 # 19.78 # 15.58 # 8.249# 7.624$ 2.245$ 15
16 0.537$ 1.493$ 2.451$ 4.100$ 4.929$ 18.02 # 16.53 # 15.70 # 13.53 # 7.752$ 6.012$ 2.198$ 16
17 0.841$ 1.511$ 2.219$ 3.941$ 4.653$ 18.36 # 33.18 $ 15.91 # 12.81 # 6.796$ 4.787$ 2.159$ 17
18 0.899$ 1.524$ 2.085$ 3.904$ 4.468$ 13.61 # 42.14 $ 45.17 $ 11.57 # 5.853$ 4.074$ 2.099$ 18
19 0.684$ 1.568$ 1.988$ 3.655$ 3.988$ 10.71 # 39.48 $ 36.79 " 10.59 # 4.882$ 3.596$ 2.015$ 19
20 0.422$ 1.950$ 2.035$ 3.547$ 3.852$ 9.078# 23.96 " 24.38 " 9.695# 4.439$ 3.195$ 1.954$ 20
21 0.770$ 2.033$ 2.131$ 3.573$ 3.867$ 8.132# 17.74 # 18.45 # 9.077# 7.597$ 2.856$ 1.946$ 21
22 0.762$ 1.529$ 2.405$ 3.959$ 4.033$ 7.545$ 14.37 # 31.89 # 8.573# 10.36 $ 2.762$ 1.899$ 22
23 0.877$ 1.246$ 3.598$ 3.831$ 7.172$ 15.42 $ 12.67 # 24.69 " 7.944# 10.11 # 3.097$ 1.919$ 23
24 0.886$ 1.181$ 4.286$ 3.679$ 11.04 # 34.18 " 11.80 # 21.79 # 7.476$ 8.134$ 3.100$ 1.866$ 24
25 1.064$ 1.228$ 4.312$ 3.503$ 11.01 # 25.28 " 11.42 # 16.88 # 7.328$ 6.810$ 2.770$ 1.684$ 25
26 1.632$ 1.383$ 4.618$ 3.331$ 8.862# 15.96 # 11.07 # 14.58 # 7.161$ 5.419$ 2.223$ 1.971$ 26
27 1.444$ 1.281$ 4.262$ 3.154$ 7.911# 11.92 # 11.95 # 13.24 # 7.114$ 4.545$ 1.924$ 2.034$ 27
28 1.996$ 1.231$ 3.666$ 3.174$ 12.30 # 11.40 # 12.38 # 12.38 # 6.850$ 4.625$ 2.629$ 1.829$ 28
29 1.816$ 3.107$ 3.079$ 12.64 # 11.02 # 23.26 # 11.49 # 6.559$ 6.119$ 2.424$ 1.649$ 29
30 2.093$ 2.647$ 3.008$ 9.902# 10.26 # 26.34 " 11.68 # 6.412$ 6.017$ 1.941$ 1.504$ 30
31 2.037$ 2.485$ 8.849# 21.32 " 13.09 # 5.772$ 1.376$ 31
Mean 1.071$ 1.747$ 2.193$ 4.110$ 5.814$ 13.39 $ 23.75 $ 19.12 $ 13.42 $ 6.979$ 5.681$ 2.302$
Median 0.886$ 1.569$ 2.035$ 3.738$ 4.267$ 12.14 $ 21.32 $ 15.91 $ 13.17 $ 6.274$ 3.807$ 2.034$
Maximum 2.093$ 3.308$ 4.618$ 7.528$ 12.64 $ 34.18 $ 56.09 $ 45.17 $ 33.34 $ 11.42 $ 23.62 $ 3.655$
Minimum 0.422$ 1.181$ 0.946$ 2.613$ 3.252$ 7.035$ 9.536$ 11.49 $ 6.412$ 4.439$ 1.924$ 1.376$
Total 33.21 $ 48.91 $ 67.99 $ 123.3 $ 180.2 $ 401.8 $ 736.2 $ 592.6 $ 402.6 $ 216.3 $ 170.4 $ 71.37 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 8.343$ " ... Relative Uncertainty +/-10%
Ann. Median 4.485$ # ... Relative Uncertainty +/-15%
Annual Total 3045 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 56.09 $ 0.422$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.239$ 10.50 # 1.755$ 1.109$ 5.232$ 6.342$ 18.46 # 13.30 # 10.84 # 10.55 # 6.511$ 2.892$ 1
2 1.116$ 7.312$ 1.651$ 0.840$ 6.026$ 10.62 $ 54.82 $ 18.20 # 11.55 # 9.617# 5.651$ 2.615$ 2
3 1.175$ 5.415$ 1.417$ 0.821$ 6.244$ 18.44 # 134.6 $ 67.64 $ 15.08 # 10.35 # 31.27 $ 2.353$ 3
4 1.150$ 4.581$ 1.489$ 0.911$ 5.924$ 19.04 # 95.08 $ 58.72 $ 14.41 # 9.778# 73.10 $ 2.230$ 4
5 1.181$ 3.890$ 1.441$ 0.953$ 5.464$ 14.17 # 41.98 $ 34.78 " 18.72 # 9.288# 37.31 $ 2.322$ 5
6 2.564$ 3.404$ 1.465$ 1.038$ 6.395$ 14.86 # 37.49 " 19.47 # 17.26 # 9.290# 19.82 # 2.327$ 6
7 2.015$ 3.090$ 1.538$ 1.170$ 5.535$ 12.37 # 34.93 " 14.22 # 14.16 # 9.365# 27.24 # 9.988$ 7
8 1.711$ 2.703$ 1.465$ 1.786$ 5.262$ 10.73 # 24.90 " 12.38 # 11.88 # 40.29 $ 24.49 # 29.27 # 8
9 1.740$ 2.976$ 1.309$ 2.251$ 4.894$ 9.816# 18.44 # 19.63 # 10.59 # 69.99 $ 78.60 $ 29.21 " 9
10 2.464$ 3.355$ 1.216$ 1.974$ 4.344$ 8.890# 16.04 # 22.45 # 9.732# 39.91 $ 39.89 $ 15.51 # 10
11 2.149$ 3.634$ 1.340$ 2.359$ 3.890$ 8.027# 14.55 # 14.17 # 8.987# 19.11 # 20.11 # 9.077$ 11
12 1.724$ 3.548$ 1.497$ 2.761$ 3.697$ 7.245$ 13.37 # 12.04 # 8.192# 12.74 # 12.57 # 6.168$ 12
13 1.426$ 3.226$ 1.552$ 3.066$ 3.749$ 6.641$ 12.04 # 11.19 # 8.075# 10.65 # 9.570# 5.036$ 13
14 1.046$ 2.796$ 1.579$ 3.912$ 3.903$ 7.181$ 11.01 # 31.27 # 9.733# 9.321# 8.251# 8.764$ 14
15 0.798$ 2.423$ 1.497$ 3.342$ 3.980$ 8.343# 12.32 # 23.32 " 10.78 # 8.291$ 7.152$ 13.14 # 15
16 0.592$ 2.208$ 1.423$ 2.974$ 4.075$ 11.57 # 15.82 # 50.33 $ 10.15 # 7.654$ 6.262$ 10.57 # 16
17 0.551$ 2.226$ 1.505$ 2.678$ 4.820$ 10.31 # 14.94 # 33.90 " 17.00 # 7.245$ 6.024$ 8.723# 17
18 0.603$ 2.284$ 1.922$ 3.082$ 13.82 $ 9.423# 12.65 # 21.54 # 45.45 $ 7.291$ 7.250$ 7.090$ 18
19 0.578$ 2.123$ 2.055$ 2.840$ 9.749# 9.554# 10.82 # 15.58 # 54.20 $ 9.222# 7.612$ 5.727$ 19
20 0.560$ 2.330$ 2.400$ 2.626$ 33.80 $ 10.85 # 12.77 # 12.86 # 37.08 $ 8.971# 7.172$ 4.553$ 20
21 0.449$ 2.254$ 2.332$ 2.435$ 64.55 $ 13.63 # 14.82 # 11.56 # 20.14 # 7.990$ 6.113$ 3.846$ 21
22 0.362$ 1.870$ 2.069$ 2.243$ 34.07 $ 11.47 # 12.50 # 53.46 $ 19.84 # 7.019$ 5.526$ 3.269$ 22
23 0.270$ 1.608$ 1.930$ 2.150$ 18.06 # 10.30 # 11.74 # 33.07 " 17.43 # 15.91 $ 4.623$ 2.836$ 23
24 3.249$ 1.468$ 1.889$ 2.007$ 12.88 # 10.68 # 10.81 # 29.40 " 12.99 # 51.41 $ 3.571$ 2.365$ 24
25 6.099$ 1.492$ 1.764$ 5.848$ 10.54 # 33.24 " 10.36 # 28.13 " 10.52 # 26.51 " 3.205$ 2.085$ 25
26 4.711$ 1.506$ 1.733$ 6.786$ 9.760# 22.47 # 12.13 # 18.63 # 24.04 # 18.46 # 3.086$ 1.912$ 26
27 4.129$ 1.712$ 1.634$ 4.976$ 8.926# 14.69 # 11.34 # 14.94 # 25.87 " 14.75 # 3.235$ 1.668$ 27
28 4.046$ 1.712$ 1.540$ 5.076$ 7.894$ 14.34 # 11.46 # 14.09 # 24.68 # 12.12 # 3.146$ 1.464$ 28
29 9.615# 1.476$ 4.351$ 7.070$ 20.80 # 21.83 # 14.02 # 15.89 # 10.00 # 3.171$ 1.341$ 29
30 13.04 # 1.482$ 4.023$ 6.688$ 17.48 # 28.84 " 12.23 # 12.71 # 8.695# 3.129$ 1.207$ 30
31 13.29 # 1.367$ 6.583$ 16.35 # 11.29 # 7.603$ 1.261$ 31
Mean 2.763$ 3.130$ 1.636$ 2.746$ 10.57 $ 12.78 $ 24.81 $ 24.12 $ 17.60 $ 16.11 $ 15.82 $ 6.478$
Median 1.426$ 2.563$ 1.538$ 2.530$ 6.244$ 10.79 $ 14.82 $ 18.63 $ 14.29 $ 9.778$ 7.162$ 3.269$
Maximum 13.29 $ 10.50 $ 2.400$ 6.786$ 64.55 $ 33.24 $ 134.6 $ 67.64 $ 54.20 $ 69.99 $ 78.60 $ 29.27 $
Minimum 0.270$ 1.468$ 1.216$ 0.821$ 3.697$ 6.342$ 10.36 $ 11.19 $ 8.075$ 7.019$ 3.086$ 1.207$
Total 85.64 $ 87.65 $ 50.73 $ 82.39 $ 327.8 $ 383.5 $ 769.3 $ 747.8 $ 528.0 $ 499.4 $ 474.7 $ 200.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.61 $ " ... Relative Uncertainty +/-10%
Ann. Median 7.603$ # ... Relative Uncertainty +/-15%
Annual Total 4238 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 134.6 $ 0.270$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.526$ 0.675$ 1.351$ 1.833$ 3.362$ 37.76 $ 13.22 # 13.89 # 33.70 $ 15.21 # 4.083$ 4.139$ 1
2 1.789$ 0.819$ 1.340$ 1.582$ 3.181$ 454.2 $ 13.23 # 14.15 # 19.78 # 11.00 # 4.706$ 4.090$ 2
3 1.786$ 1.473$ 1.477$ 1.125$ 3.534$ 125.2 $ 11.85 # 16.87 # 19.48 $ 9.257# 4.967$ 3.887$ 3
4 1.866$ 1.675$ 1.390$ 0.985$ 4.060$ 33.11 $ 10.78 # 14.84 # 87.30 $ 9.128# 7.666$ 3.738$ 4
5 2.025$ 1.618$ 1.223$ 2.054$ 3.964$ 16.94 # 10.02 # 13.82 # 110.4 $ 8.918# 14.15 # 3.168$ 5
6 2.259$ 1.633$ 0.934$ 2.379$ 3.943$ 11.66 # 9.734# 13.27 # 77.76 $ 8.382# 17.55 # 4.873$ 6
7 1.810$ 1.554$ 0.720$ 2.314$ 3.788$ 10.28 # 19.34 # 13.64 # 38.92 $ 7.876# 13.86 # 4.143$ 7
8 1.769$ 1.381$ 0.412$ 2.168$ 4.345$ 11.04 # 49.04 $ 14.64 # 23.95 " 7.234$ 9.981# 5.868$ 8
9 2.299$ 1.308$ 0.172$ 1.941$ 4.194$ 10.75 # 34.38 " 13.39 # 17.08 # 6.960$ 7.624$ 4.923$ 9
10 2.002$ 1.329$ 0.633$ 1.776$ 4.229$ 14.08 # 24.87 " 11.97 # 14.26 # 6.532$ 6.457$ 4.029$ 10
11 2.294$ 1.257$ 1.151$ 1.549$ 4.187$ 25.40 " 34.71 $ 11.01 # 19.82 # 6.290$ 9.065$ 3.266$ 11
12 1.993$ 1.306$ 0.916$ 1.301$ 3.948$ 29.33 $ 26.93 " 23.71 $ 18.82 # 5.998$ 10.84 # 3.291$ 12
13 1.744$ 1.542$ 0.717$ 1.254$ 3.651$ 105.9 $ 25.24 " 53.16 $ 14.29 # 5.510$ 9.821# 4.552$ 13
14 1.522$ 1.389$ 0.714$ 1.274$ 3.658$ 48.75 $ 20.39 # 39.20 " 12.07 # 6.033$ 7.389$ 6.751$ 14
15 1.394$ 1.279$ 0.622$ 1.160$ 3.648$ 108.1 $ 17.96 # 29.45 " 10.80 # 6.908$ 6.300$ 7.267$ 15
16 1.464$ 1.164$ 0.567$ 1.361$ 4.551$ 54.63 $ 15.69 # 19.16 # 9.707# 7.513$ 5.457$ 5.773$ 16
17 1.300$ 1.013$ 0.664$ 1.400$ 4.162$ 32.75 " 26.74 # 15.66 # 9.310# 7.254$ 4.785$ 4.370$ 17
18 1.135$ 0.869$ 0.895$ 1.325$ 4.687$ 20.58 # 23.28 " 13.65 # 9.193# 6.691$ 4.078$ 3.297$ 18
19 0.975$ 0.785$ 1.110$ 1.930$ 4.513$ 26.05 $ 18.57 # 12.34 # 11.93 # 6.119$ 3.726$ 2.553$ 19
20 0.851$ 0.770$ 1.230$ 2.125$ 4.071$ 99.68 $ 15.34 # 12.16 # 16.10 # 5.800$ 3.487$ 2.011$ 20
21 0.723$ 0.697$ 1.205$ 2.262$ 3.875$ 114.8 $ 13.26 # 16.65 # 19.26 # 5.360$ 3.154$ 1.765$ 21
22 0.816$ 0.588$ 1.350$ 3.064$ 3.693$ 46.03 $ 11.82 # 33.13 " 39.16 $ 5.158$ 2.879$ 1.603$ 22
23 1.113$ 0.557$ 1.391$ 3.449$ 3.525$ 28.12 " 13.37 # 35.09 " 28.79 " 10.26 $ 2.866$ 1.574$ 23
24 1.220$ 0.528$ 1.350$ 3.238$ 3.322$ 19.34 # 35.34 " 26.87 " 19.08 # 10.63 # 2.935$ 1.558$ 24
25 1.463$ 0.439$ 1.315$ 3.029$ 3.310$ 15.66 # 25.39 " 19.13 # 13.64 # 10.48 # 2.835$ 1.413$ 25
26 1.180$ 0.473$ 1.256$ 2.788$ 3.525$ 13.84 # 23.95 " 15.15 # 11.26 # 8.384# 2.719$ 1.289$ 26
27 1.121$ 0.637$ 1.192$ 2.509$ 3.811$ 12.13 # 19.90 # 13.70 # 64.78 $ 6.883$ 2.509$ 1.446$ 27
28 1.037$ 0.797$ 1.549$ 2.682$ 3.468$ 13.18 # 16.68 # 12.86 # 77.82 $ 5.736$ 2.248$ 1.429$ 28
29 0.933$ 0.925$ 2.265$ 2.785$ 3.294$ 16.06 # 14.02 # 16.18 # 40.79 $ 4.927$ 2.428$ 1.327$ 29
30 0.900$ 1.803$ 3.174$ 3.106$ 14.51 # 12.42 # 14.72 # 23.31 # 4.593$ 3.244$ 1.396$ 30
31 0.765$ 1.835$ 3.913$ 11.32 # 14.72 # 4.220$ 1.293$ 31
Mean 1.454$ 1.051$ 1.121$ 2.061$ 3.823$ 52.33 $ 19.96 $ 18.97 $ 30.42 $ 7.459$ 6.127$ 3.293$
Median 1.463$ 1.013$ 1.205$ 1.997$ 3.811$ 25.73 $ 17.96 $ 14.72 $ 19.37 $ 6.908$ 4.746$ 3.291$
Maximum 2.299$ 1.675$ 2.265$ 3.449$ 4.687$ 454.2 $ 49.04 $ 53.16 $ 110.4 $ 15.21 $ 17.55 $ 7.267$
Minimum 0.723$ 0.439$ 0.172$ 0.985$ 3.106$ 10.28 $ 9.734$ 11.01 $ 9.193$ 4.220$ 2.248$ 1.289$
Total 45.07 $ 30.48 $ 34.75 $ 61.82 $ 118.5 $1570 $ 618.8 $ 588.2 $ 912.6 $ 231.2 $ 183.8 $ 102.1 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12.29 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.190$ # ... Relative Uncertainty +/-15%
Annual Total 4497 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 454.2 $ 0.172$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.221$ 0.403$ 0.561$ 3.732$ 6.874$ 25.19 " 8.253# 18.97 # 11.54 # 33.48 " 5.554$ 3.848$ 1
2 1.162$ 0.324$ 0.397$ 3.261$ 8.997$ 16.33 # 7.827# 18.01 # 9.995# 22.13 # 5.885$ 3.953$ 2
3 1.035$ 0.344$ 0.374$ 2.916$ 10.28 # 11.79 # 9.543# 15.46 # 9.779# 15.48 # 6.036$ 3.929$ 3
4 0.831$ 0.617$ 0.554$ 2.596$ 9.974# 9.499# 16.87 # 13.51 # 10.03 # 12.20 # 5.592$ 3.792$ 4
5 0.682$ 0.697$ 0.520$ 2.450$ 7.980$ 9.146# 19.58 # 18.46 # 9.440# 10.97 # 5.237$ 3.602$ 5
6 0.560$ 0.712$ 0.367$ 2.324$ 7.245$ 10.08 # 16.45 # 26.04 " 9.545# 10.65 # 6.912$ 3.182$ 6
7 1.335$ 0.681$ 0.442$ 2.174$ 6.422$ 11.26 # 13.82 # 56.43 $ 15.79 $ 9.607# 9.473# 3.327$ 7
8 1.458$ 0.640$ 0.484$ 2.373$ 5.834$ 10.89 # 11.91 # 47.87 $ 45.00 $ 9.163# 9.721# 3.472$ 8
9 1.981$ 0.644$ 0.715$ 2.381$ 5.541$ 14.18 $ 10.51 # 38.65 $ 30.34 " 9.010# 7.856$ 3.439$ 9
10 1.900$ 0.624$ 1.189$ 2.485$ 5.329$ 35.96 $ 12.31 # 25.24 " 20.33 # 8.504# 6.486$ 3.258$ 10
11 1.806$ 0.518$ 3.329$ 2.795$ 6.215$ 14.40 # 11.96 # 28.23 " 15.92 # 8.297# 5.567$ 2.956$ 11
12 1.755$ 0.532$ 3.754$ 3.121$ 8.927$ 11.43 # 74.77 $ 26.28 " 20.59 # 9.728# 4.984$ 2.836$ 12
13 1.716$ 0.482$ 3.428$ 4.132$ 9.478# 9.526# 218.5 $ 30.16 " 17.93 # 9.322# 4.717$ 2.683$ 13
14 1.605$ 0.376$ 3.169$ 4.420$ 8.498# 8.657# 46.30 $ 25.93 " 15.24 # 8.575# 4.595$ 2.546$ 14
15 1.450$ 0.354$ 3.634$ 4.417$ 7.570$ 8.213# 23.59 # 29.90 $ 198.3 $ 7.744$ 4.386$ 2.591$ 15
16 1.391$ 0.568$ 4.629$ 4.070$ 6.691$ 8.089# 16.36 # 103.8 $ 80.04 $ 7.097$ 4.122$ 2.596$ 16
17 0.832$ 0.721$ 5.413$ 3.495$ 6.954$ 9.578# 41.95 $ 62.91 $ 106.4 $ 7.025$ 3.931$ 2.626$ 17
18 0.761$ 0.921$ 5.204$ 3.458$ 8.897# 16.55 # 37.26 " 40.95 $ 46.95 $ 6.443$ 3.746$ 2.602$ 18
19 0.644$ 0.913$ 4.330$ 3.494$ 8.135# 38.64 $ 26.96 " 26.82 " 31.93 " 13.20 $ 3.620$ 2.616$ 19
20 0.557$ 0.756$ 3.694$ 3.448$ 7.303$ 29.67 " 26.12 " 20.67 " 36.13 $ 104.8 $ 3.708$ 4.822$ 20
21 0.476$ 0.738$ 3.355$ 3.666$ 6.546$ 19.49 # 20.84 # 19.28 # 32.77 $ 55.21 $ 3.616$ 4.339$ 21
22 0.481$ 0.996$ 3.014$ 5.717$ 6.234$ 13.75 # 16.58 # 19.19 # 29.43 " 27.49 # 3.404$ 4.100$ 22
23 0.444$ 0.992$ 2.693$ 5.585$ 6.173$ 11.40 # 13.13 # 16.80 # 40.52 $ 15.53 # 4.095$ 3.812$ 23
24 0.482$ 1.058$ 2.225$ 5.384$ 6.078$ 13.43 # 20.09 # 14.73 # 32.61 " 11.21 # 4.114$ 3.343$ 24
25 0.589$ 1.099$ 2.097$ 4.665$ 5.610$ 12.21 # 17.30 # 13.74 # 42.44 $ 9.272# 4.262$ 2.935$ 25
26 0.563$ 0.927$ 10.97 $ 4.196$ 5.316$ 13.22 # 16.82 # 20.71 # 26.79 " 8.377# 4.211$ 2.575$ 26
27 0.442$ 0.887$ 11.44 # 4.127$ 5.100$ 11.43 # 17.98 # 35.73 $ 21.39 # 8.108# 3.926$ 2.462$ 27
28 0.512$ 0.774$ 11.43 # 6.262$ 4.976$ 10.23 # 17.83 # 36.11 $ 15.97 # 7.602$ 3.726$ 2.196$ 28
29 0.517$ 7.976$ 8.301# 5.080$ 9.412# 34.72 " 27.93 " 15.22 # 7.026$ 3.555$ 1.848$ 29
30 0.440$ 6.231$ 7.847$ 13.76 $ 8.840# 22.98 " 20.62 # 42.12 $ 6.342$ 3.618$ 1.575$ 30
31 0.455$ 4.681$ 31.63 " 18.17 # 14.79 # 5.790$ 1.393$ 31
Mean 0.970$ 0.689$ 3.623$ 3.976$ 8.053$ 14.42 $ 27.98 $ 29.48 $ 34.68 $ 15.66 $ 5.022$ 3.073$
Median 0.761$ 0.689$ 3.329$ 3.581$ 6.874$ 11.43 $ 17.83 $ 25.93 $ 24.09 $ 9.272$ 4.324$ 2.956$
Maximum 1.981$ 1.099$ 11.44 $ 8.301$ 31.63 $ 38.64 $ 218.5 $ 103.8 $ 198.3 $ 104.8 $ 9.721$ 4.822$
Minimum 0.440$ 0.324$ 0.367$ 2.174$ 4.976$ 8.089$ 7.827$ 13.51 $ 9.440$ 5.790$ 3.404$ 1.393$
Total 30.08 $ 19.30 $ 112.3 $ 119.3 $ 249.6 $ 432.5 $ 867.2 $ 913.9 $1040 $ 485.4 $ 150.7 $ 95.25 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12.37 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.262$ # ... Relative Uncertainty +/-15%
Annual Total 4516 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 218.5 $ 0.324$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.354$ 0.927$ 0.746$ 2.473$ 3.778$ 6.638$ 8.520# 10.53 # 17.42 # 7.569$ 6.689$ 4.135$ 1
2 1.121$ 1.300$ 0.587$ 2.269$ 3.664$ 5.976$ 8.241# 9.779# 13.27 # 6.646$ 6.004$ 3.913$ 2
3 1.098$ 1.211$ 0.519$ 2.317$ 3.689$ 5.633$ 10.29 # 9.452# 11.66 # 5.757$ 5.745$ 3.506$ 3
4 0.925$ 0.997$ 0.570$ 2.225$ 3.791$ 5.164$ 10.26 # 9.099# 10.34 # 5.319$ 4.459$ 3.338$ 4
5 0.892$ 0.778$ 0.580$ 2.107$ 3.810$ 4.486$ 10.30 # 8.690# 9.876# 5.130$ 4.145$ 3.334$ 5
6 1.135$ 1.198$ 0.528$ 2.205$ 3.926$ 4.498$ 18.16 # 8.311# 9.603# 7.367$ 4.089$ 3.148$ 6
7 1.241$ 2.190$ 0.507$ 2.215$ 3.663$ 4.442$ 59.11 $ 8.390# 10.62 # 7.580$ 4.049$ 3.076$ 7
8 1.339$ 2.655$ 0.433$ 2.063$ 4.022$ 4.412$ 107.9 # 9.604# 13.25 # 7.191$ 3.666$ 2.888$ 8
9 1.333$ 2.577$ 0.482$ 1.952$ 3.845$ 4.397$ 69.78 $ 10.62 # 28.64 " 6.478$ 3.412$ 2.562$ 9
10 1.290$ 2.123$ 0.662$ 1.838$ 3.840$ 6.402$ 33.29 $ 10.83 # 19.55 # 6.008$ 5.074$ 2.375$ 10
11 1.162$ 1.694$ 0.720$ 1.819$ 3.605$ 15.57 # 62.65 $ 9.828# 14.23 # 5.628$ 5.637$ 2.710$ 11
12 0.994$ 1.609$ 0.787$ 1.790$ 3.295$ 20.47 # 40.00 $ 8.686# 11.63 # 5.502$ 4.817$ 2.842$ 12
13 0.828$ 2.007$ 0.882$ 2.169$ 3.184$ 14.87 # 24.24 " 7.520$ 9.908# 5.228$ 6.464$ 2.704$ 13
14 0.619$ 1.770$ 1.303$ 2.348$ 2.894$ 11.33 # 24.25 # 6.833$ 8.620# 4.877$ 6.724$ 2.533$ 14
15 0.520$ 1.518$ 1.403$ 2.245$ 3.000$ 9.156# 34.20 " 7.276$ 7.760$ 4.759$ 7.260$ 2.473$ 15
16 0.425$ 1.489$ 1.309$ 2.076$ 3.434$ 7.718$ 25.22 " 7.443$ 7.239$ 4.614$ 7.453$ 2.185$ 16
17 0.336$ 1.540$ 1.366$ 1.783$ 3.499$ 6.580$ 18.66 # 7.668$ 6.947$ 4.470$ 6.493$ 1.895$ 17
18 0.268$ 1.555$ 1.449$ 1.523$ 3.875$ 6.042$ 15.08 # 8.058# 6.921$ 4.689$ 5.893$ 1.770$ 18
19 0.170$ 1.454$ 1.501$ 1.711$ 8.460$ 6.742$ 12.85 # 9.983# 6.668$ 9.074$ 5.269$ 1.679$ 19
20 0.349$ 1.260$ 1.523$ 2.022$ 9.381$ 6.605$ 11.68 # 10.19 # 6.317$ 154.0 $ 4.614$ 1.698$ 20
21 0.485$ 1.122$ 1.740$ 2.132$ 11.60 # 7.265$ 10.97 # 10.76 # 6.010$ 61.00 $ 4.238$ 2.056$ 21
22 0.557$ 1.149$ 1.686$ 1.976$ 9.713# 30.16 # 11.56 # 11.89 # 9.798$ 26.19 # 3.762$ 2.146$ 22
23 0.539$ 1.242$ 1.684$ 1.726$ 8.161# 25.15 " 15.09 # 10.98 # 11.30 # 80.66 $ 3.256$ 1.919$ 23
24 0.880$ 1.176$ 1.674$ 1.914$ 6.876$ 16.53 # 14.98 # 9.818# 11.00 # 34.40 " 2.989$ 1.716$ 24
25 1.167$ 1.222$ 1.961$ 2.077$ 6.052$ 12.12 # 13.63 # 8.623# 9.444# 20.46 # 2.980$ 1.863$ 25
26 1.098$ 1.104$ 1.857$ 2.261$ 7.955$ 10.01 # 30.37 $ 9.311# 8.363# 13.64 # 2.993$ 1.908$ 26
27 1.157$ 1.029$ 1.814$ 3.075$ 6.111$ 12.18 # 32.77 $ 11.24 # 7.434$ 10.66 # 3.019$ 1.735$ 27
28 1.298$ 0.961$ 1.734$ 3.566$ 7.637$ 13.48 # 23.81 # 11.37 # 8.142# 9.145# 3.630$ 1.688$ 28
29 1.118$ 1.898$ 4.007$ 8.519# 12.06 # 16.40 # 26.39 $ 8.980# 8.135# 4.056$ 1.663$ 29
30 0.966$ 2.336$ 3.683$ 7.631$ 9.962# 13.29 # 38.23 $ 8.604# 7.653$ 4.144$ 1.447$ 30
31 0.906$ 2.470$ 7.276$ 11.73 # 26.17 " 7.266$ 1.444$ 31
Mean 0.889$ 1.459$ 1.249$ 2.252$ 5.490$ 10.20 $ 25.78 $ 11.41 $ 10.65 $ 17.65 $ 4.768$ 2.398$
Median 0.966$ 1.280$ 1.366$ 2.119$ 3.875$ 7.492$ 16.40 $ 9.779$ 9.701$ 7.266$ 4.349$ 2.185$
Maximum 1.354$ 2.655$ 2.470$ 4.007$ 11.60 $ 30.16 $ 107.9 $ 38.23 $ 28.64 $ 154.0 $ 7.453$ 4.135$
Minimum 0.170$ 0.778$ 0.433$ 1.523$ 2.894$ 4.397$ 8.241$ 6.833$ 6.010$ 4.470$ 2.980$ 1.444$
Total 27.57 $ 40.86 $ 38.71 $ 67.57 $ 170.2 $ 306.1 $ 799.3 $ 353.6 $ 319.5 $ 547.1 $ 143.0 $ 74.35 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.912$ " ... Relative Uncertainty +/-10%
Ann. Median 4.145$ # ... Relative Uncertainty +/-15%
Annual Total 2888 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 154.0 $ 0.170$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.557$ 0.434$ 3.462$ 2.247$ 4.861$ 10.10 # 8.659# 80.52 $ 47.96 $ 4.941$ 9.758# 2.081$ 1
2 1.831$ 0.365$ 3.204$ 2.223$ 4.867$ 9.121# 8.669# 32.63 " 36.76 " 4.197$ 9.403# 1.770$ 2
3 1.865$ 0.373$ 2.783$ 2.176$ 5.049$ 10.75 # 9.102# 22.27 # 27.17 " 3.966$ 7.060$ 1.716$ 3
4 1.756$ 0.265$ 2.357$ 2.185$ 13.27 $ 14.53 # 9.121# 18.83 # 20.55 # 3.847$ 5.274$ 1.854$ 4
5 1.769$ 0.232$ 1.978$ 2.183$ 18.27 # 13.73 # 8.769# 15.49 # 15.83 # 4.006$ 4.403$ 2.440$ 5
6 1.684$ 0.427$ 1.816$ 2.231$ 22.39 " 12.52 # 8.451# 13.19 # 12.92 # 5.037$ 3.896$ 20.56 $ 6
7 1.653$ 0.579$ 1.706$ 2.083$ 15.80 # 10.99 # 8.835# 12.42 # 11.51 # 4.822$ 4.129$ 28.31 " 7
8 1.688$ 0.518$ 1.602$ 2.097$ 11.76 # 9.806# 28.10 # 16.11 # 10.38 # 5.046$ 4.395$ 21.12 # 8
9 1.789$ 0.308$ 1.580$ 2.331$ 9.985# 8.957# 26.10 " 53.76 $ 9.280# 4.856$ 4.354$ 10.86 # 9
10 2.043$ 0.225$ 1.676$ 94.40 $ 8.881# 8.280# 22.06 # 35.57 " 8.980# 4.574$ 4.599$ 7.008$ 10
11 2.116$ 0.151$ 1.570$ 87.83 $ 8.079# 7.736$ 16.01 # 29.82 " 11.82 # 4.267$ 4.372$ 5.063$ 11
12 1.902$ 0.131$ 1.489$ 49.32 $ 8.291# 7.880# 12.93 # 24.12 " 13.73 # 4.047$ 4.235$ 4.263$ 12
13 1.644$ 0.140$ 1.456$ 31.43 " 8.230# 9.719# 11.22 # 20.32 # 29.03 " 3.767$ 3.860$ 3.977$ 13
14 1.518$ 0.193$ 1.581$ 22.42 " 7.983# 10.68 # 10.20 # 16.90 # 26.86 " 3.480$ 3.454$ 3.717$ 14
15 1.480$ 0.399$ 3.763$ 19.35 # 7.725$ 12.06 # 9.886# 14.22 # 25.93 " 3.809$ 3.789$ 3.327$ 15
16 1.500$ 0.422$ 3.405$ 14.33 # 6.755$ 12.39 # 9.312# 12.21 # 19.46 # 3.761$ 4.088$ 2.944$ 16
17 1.467$ 0.282$ 3.081$ 11.27 # 6.169$ 11.37 # 8.863# 11.31 # 14.07 # 3.410$ 3.532$ 2.638$ 17
18 1.324$ 0.220$ 3.036$ 9.698# 14.13 $ 10.75 # 8.494# 12.33 # 11.57 # 3.307$ 2.951$ 2.400$ 18
19 1.120$ 0.179$ 2.793$ 8.578# 40.64 $ 12.57 # 8.156# 12.80 # 10.77 # 4.920$ 2.597$ 2.144$ 19
20 0.902$ 0.159$ 2.403$ 7.557$ 28.71 " 12.49 # 9.357# 32.78 $ 10.32 # 4.975$ 2.392$ 2.028$ 20
21 0.719$ 0.354$ 2.571$ 6.849$ 18.19 # 14.32 # 12.84 # 27.22 " 9.815# 5.032$ 2.054$ 1.898$ 21
22 0.553$ 0.610$ 3.526$ 5.963$ 13.25 # 24.04 # 12.34 # 51.31 $ 9.312# 4.481$ 2.060$ 1.908$ 22
23 0.463$ 0.522$ 3.282$ 5.869$ 11.36 # 22.58 " 56.45 $ 47.74 $ 8.703# 3.859$ 2.750$ 1.950$ 23
24 0.368$ 0.366$ 3.265$ 6.009$ 10.30 # 17.79 # 22.35 " 34.21 " 7.866$ 3.620$ 2.678$ 1.623$ 24
25 0.419$ 0.514$ 2.967$ 5.939$ 9.204# 14.09 # 31.36 $ 24.27 " 6.938$ 4.515$ 2.726$ 1.552$ 25
26 0.406$ 1.278$ 2.968$ 5.777$ 8.696# 11.91 # 24.54 # 18.61 # 6.463$ 4.301$ 2.749$ 1.403$ 26
27 0.612$ 3.899$ 2.712$ 5.418$ 8.776# 10.61 # 16.47 # 14.26 # 6.113$ 4.260$ 2.829$ 1.308$ 27
28 0.573$ 3.679$ 2.597$ 4.907$ 11.04 # 9.742# 14.24 # 12.06 # 5.989$ 5.221$ 2.993$ 1.171$ 28
29 0.449$ 2.540$ 4.560$ 11.77 # 9.167# 12.56 # 11.55 # 5.789$ 6.233$ 2.855$ 1.045$ 29
30 0.387$ 2.470$ 4.864$ 12.36 # 8.839# 13.69 # 11.50 # 5.364$ 6.029$ 2.574$ 1.055$ 30
31 0.430$ 2.310$ 11.36 # 113.4 $ 13.46 # 9.880$ 1.127$ 31
Mean 1.225$ 0.615$ 2.515$ 14.40 $ 12.20 $ 11.98 $ 18.47 $ 24.32 $ 14.91 $ 4.596$ 3.960$ 4.718$
Median 1.480$ 0.365$ 2.571$ 5.904$ 10.30 $ 10.87 $ 12.34 $ 18.61 $ 11.14 $ 4.301$ 3.661$ 2.081$
Maximum 2.116$ 3.899$ 3.763$ 94.40 $ 40.64 $ 24.04 $ 113.4 $ 80.52 $ 47.96 $ 9.880$ 9.758$ 28.31 $
Minimum 0.368$ 0.131$ 1.456$ 2.083$ 4.861$ 7.736$ 8.156$ 11.31 $ 5.364$ 3.307$ 2.054$ 1.045$
Total 37.99 $ 17.22 $ 77.95 $ 432.1 $ 378.2 $ 359.5 $ 572.5 $ 753.8 $ 447.3 $ 142.5 $ 118.8 $ 146.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 9.545$ " ... Relative Uncertainty +/-10%
Ann. Median 5.049$ # ... Relative Uncertainty +/-15%
Annual Total 3484 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 113.4 $ 0.131$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.128$ 4.096$ 2.117$ 3.540$ 18.45 # 11.10 # 23.82 " 45.30 $ 82.92 $ 44.69 $ 7.324$ 2.935$ 1
2 1.159$ 3.345$ 1.814$ 3.111$ 13.56 # 9.949# 17.28 # 30.83 " 56.85 $ 79.69 $ 6.889$ 2.800$ 2
3 1.287$ 2.913$ 1.716$ 2.753$ 10.98 # 9.405# 68.85 $ 20.18 # 44.24 $ 61.15 $ 6.223$ 2.925$ 3
4 1.495$ 2.669$ 1.749$ 2.653$ 9.313# 12.01 # 61.73 $ 20.56 # 32.51 " 54.12 $ 5.743$ 2.940$ 4
5 1.405$ 2.439$ 1.718$ 2.598$ 8.487# 13.53 # 38.30 $ 21.01 " 24.79 " 54.89 $ 5.587$ 2.934$ 5
6 1.520$ 2.193$ 1.962$ 2.513$ 8.020# 13.02 # 20.50 # 17.82 # 20.12 # 43.76 $ 5.488$ 2.929$ 6
7 1.409$ 2.146$ 2.064$ 2.408$ 10.14 # 19.38 $ 15.85 # 16.40 # 18.29 # 38.95 " 5.495$ 2.536$ 7
8 1.255$ 2.010$ 2.168$ 2.367$ 12.20 # 44.05 $ 14.37 # 20.33 # 32.71 " 32.09 " 5.354$ 2.812$ 8
9 1.263$ 1.818$ 2.015$ 2.408$ 12.50 # 31.24 " 14.03 # 75.00 $ 24.83 " 25.95 " 5.145$ 2.795$ 9
10 1.283$ 1.556$ 1.848$ 2.453$ 10.60 # 35.17 " 116.9 $ 76.24 $ 22.31 " 22.15 " 6.131$ 2.675$ 10
11 1.180$ 1.498$ 1.921$ 5.685$ 8.969# 25.07 " 95.14 $ 37.47 $ 22.10 " 18.77 # 17.69 # 2.659$ 11
12 1.130$ 1.424$ 1.996$ 46.65 $ 7.955# 17.70 # 44.07 $ 31.87 " 18.95 # 15.92 # 16.92 # 3.529$ 12
13 1.153$ 1.395$ 2.087$ 53.19 $ 7.334$ 14.33 # 25.15 " 24.06 " 16.00 # 13.55 # 11.65 # 4.156$ 13
14 1.041$ 1.379$ 2.270$ 25.73 # 6.848$ 26.68 $ 17.68 # 21.05 " 14.83 # 11.76 # 8.337$ 4.225$ 14
15 0.887$ 1.321$ 2.082$ 14.50 # 6.768$ 59.85 $ 15.28 # 19.43 # 14.38 # 11.46 # 5.816$ 4.088$ 15
16 0.762$ 1.295$ 2.775$ 10.34 # 6.427$ 56.34 $ 17.41 # 19.76 # 23.53 # 13.21 # 4.458$ 3.674$ 16
17 0.799$ 1.169$ 2.774$ 8.984# 6.311$ 44.72 $ 25.70 # 25.49 # 19.19 # 12.78 # 4.294$ 3.422$ 17
18 1.155$ 1.026$ 3.302$ 8.089# 6.146$ 25.60 " 21.68 " 32.43 " 16.88 # 12.25 # 3.971$ 3.116$ 18
19 3.370$ 1.100$ 3.295$ 7.463$ 6.063$ 18.96 # 18.58 # 24.86 " 19.02 # 11.10 # 3.452$ 2.766$ 19
20 6.085$ 1.091$ 3.049$ 6.642$ 6.396$ 23.37 $ 15.58 # 21.72 " 19.08 # 12.00 # 3.384$ 2.682$ 20
21 20.53 # 1.086$ 2.800$ 6.165$ 45.38 $ 40.52 $ 20.66 $ 20.04 # 16.69 # 13.37 # 3.387$ 2.599$ 21
22 17.89 # 1.474$ 2.479$ 5.783$ 117.1 # 31.62 $ 48.48 $ 67.76 $ 14.34 # 12.58 # 3.300$ 2.552$ 22
23 13.25 # 2.061$ 2.576$ 5.374$ 75.50 $ 53.85 $ 37.31 " 34.49 " 22.66 # 10.13 # 3.157$ 2.491$ 23
24 8.130$ 4.342$ 3.660$ 5.066$ 35.33 $ 36.60 " 28.55 " 24.13 " 23.75 " 8.659# 3.117$ 2.394$ 24
25 5.666$ 4.055$ 3.405$ 5.894$ 23.23 " 42.50 $ 22.54 " 27.03 " 31.07 " 7.828$ 3.112$ 2.342$ 25
26 7.040$ 4.181$ 3.845$ 6.969$ 18.55 # 32.96 " 19.48 # 26.59 " 23.93 " 6.972$ 3.307$ 2.255$ 26
27 8.806$ 3.611$ 7.513$ 9.814$ 14.27 # 24.04 " 16.92 # 25.54 " 31.89 $ 6.482$ 3.120$ 4.876$ 27
28 8.059$ 2.882$ 7.407$ 14.22 # 13.41 # 17.74 # 15.34 # 114.3 $ 85.44 $ 6.065$ 2.937$ 6.974$ 28
29 6.016$ 2.436$ 6.765$ 23.45 " 16.19 # 25.19 # 14.17 # 103.2 " 43.48 $ 5.686$ 2.773$ 6.202$ 29
30 4.627$ 5.530$ 31.14 " 15.12 # 34.68 " 14.00 # 89.57 $ 40.04 $ 5.802$ 2.849$ 5.872$ 30
31 4.237$ 4.288$ 12.81 # 40.23 $ 112.4 # 6.564$ 5.272$ 31
Mean 4.355$ 2.207$ 3.064$ 10.93 $ 18.40 $ 28.37 $ 31.15 $ 40.22 $ 29.23 $ 21.95 $ 5.680$ 3.433$
Median 1.409$ 2.010$ 2.479$ 6.030$ 10.98 $ 25.40 $ 20.66 $ 25.54 $ 23.10 $ 12.78 $ 4.802$ 2.929$
Maximum 20.53 $ 4.342$ 7.513$ 53.19 $ 117.1 $ 59.85 $ 116.9 $ 114.3 $ 85.44 $ 79.69 $ 17.69 $ 6.974$
Minimum 0.762$ 1.026$ 1.716$ 2.367$ 6.063$ 9.405$ 14.00 $ 16.40 $ 14.34 $ 5.686$ 2.773$ 2.255$
Total 135.0 $ 64.01 $ 94.99 $ 327.9 $ 570.3 $ 851.2 $ 965.6 $1247 $ 876.8 $ 680.4 $ 170.4 $ 106.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.64 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.573$ # ... Relative Uncertainty +/-15%
Annual Total 6090 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 117.1 $ 0.762$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 4.527$ 0.900$ 2.192$ 3.540$ 5.251$ 6.464$ 11.33 # 101.5 $ 20.74 " 78.10 $ 7.677$ 4.572$ 1
2 3.720$ 0.837$ 2.217$ 3.574$ 4.991$ 6.052$ 28.13 # 66.47 $ 31.76 " 50.02 $ 7.916# 4.398$ 2
3 3.007$ 0.766$ 2.166$ 3.434$ 4.751$ 6.045$ 23.44 " 32.80 $ 30.63 " 42.44 " 7.658$ 4.022$ 3
4 2.450$ 0.853$ 2.205$ 3.227$ 4.465$ 6.786$ 36.79 $ 25.35 " 25.30 " 39.32 " 7.602$ 3.993$ 4
5 2.040$ 1.024$ 2.308$ 3.058$ 4.305$ 6.838$ 30.80 $ 21.81 " 20.01 # 32.32 " 6.991$ 4.879$ 5
6 1.643$ 1.138$ 2.179$ 3.191$ 4.179$ 6.451$ 70.09 $ 19.66 # 16.38 # 25.48 " 6.280$ 5.072$ 6
7 1.540$ 1.087$ 2.124$ 3.396$ 4.180$ 5.659$ 40.63 $ 17.11 # 14.04 # 27.71 " 5.705$ 5.133$ 7
8 1.670$ 1.120$ 2.119$ 3.382$ 4.185$ 5.321$ 25.68 " 17.95 # 12.97 # 31.14 " 5.237$ 4.668$ 8
9 1.576$ 1.046$ 2.161$ 3.298$ 4.138$ 5.194$ 19.77 # 56.34 $ 12.05 # 26.18 " 4.710$ 4.082$ 9
10 1.502$ 5.057$ 2.306$ 3.297$ 3.973$ 4.978$ 15.07 # 151.7 $ 11.27 # 21.68 " 4.464$ 3.195$ 10
11 1.406$ 9.225$ 2.218$ 3.243$ 4.749$ 4.979$ 12.50 # 75.41 $ 10.89 # 20.25 # 4.313$ 2.774$ 11
12 1.266$ 8.222$ 2.193$ 3.133$ 5.647$ 4.986$ 12.67 # 33.21 " 12.93 # 18.59 # 4.120$ 2.745$ 12
13 1.169$ 7.388$ 3.505$ 3.096$ 5.814$ 4.874$ 12.69 # 22.70 " 12.81 # 16.39 # 4.162$ 2.723$ 13
14 1.170$ 5.406$ 3.471$ 3.179$ 5.662$ 5.591$ 12.58 # 40.59 $ 11.56 # 14.35 # 4.242$ 2.896$ 14
15 1.155$ 3.996$ 3.598$ 3.330$ 6.105$ 7.548$ 12.05 # 71.68 $ 10.13 # 12.71 # 3.971$ 3.031$ 15
16 1.183$ 3.393$ 3.355$ 3.470$ 6.202$ 7.507$ 13.34 # 53.98 $ 9.332# 11.78 # 3.660$ 2.953$ 16
17 1.185$ 3.125$ 3.036$ 3.648$ 6.351$ 7.071$ 13.46 # 50.34 $ 8.724# 10.86 # 4.033$ 2.855$ 17
18 1.001$ 2.873$ 2.844$ 4.029$ 6.072$ 6.717$ 12.81 # 28.85 " 8.468# 10.39 # 4.919$ 6.703$ 18
19 1.047$ 2.499$ 2.895$ 4.192$ 5.866$ 6.493$ 12.06 # 52.84 $ 8.427# 10.23 # 4.921$ 25.01 # 19
20 1.073$ 2.246$ 2.730$ 4.212$ 7.470$ 13.05 $ 10.97 # 106.2 # 8.424# 10.04 # 4.683$ 22.63 # 20
21 0.971$ 2.322$ 2.633$ 4.223$ 7.646$ 19.19 # 10.97 # 67.16 $ 10.61 # 9.449# 4.417$ 10.86 # 21
22 0.975$ 2.570$ 6.104$ 4.514$ 8.412# 12.63 # 13.68 # 55.91 $ 16.51 # 9.338# 4.096$ 7.187$ 22
23 0.966$ 2.551$ 6.507$ 5.524$ 8.390# 18.25 # 15.34 # 50.51 $ 43.13 $ 9.277# 3.929$ 5.487$ 23
24 0.979$ 2.543$ 8.257# 8.664$ 8.425# 19.03 # 17.46 # 31.52 " 37.35 $ 9.437# 3.740$ 4.838$ 24
25 0.907$ 2.235$ 6.994$ 10.39 # 7.612$ 13.72 # 16.99 # 22.35 " 378.4 $ 9.035# 3.645$ 4.254$ 25
26 0.807$ 1.986$ 6.062$ 8.580# 7.205$ 10.87 # 20.49 # 60.96 $ 586.6 $ 9.074# 3.893$ 3.865$ 26
27 0.854$ 1.957$ 6.538$ 6.985$ 9.163# 14.46 # 25.41 " 69.63 $ 703.7 $ 13.69 # 3.882$ 3.580$ 27
28 0.918$ 2.019$ 5.898$ 6.008$ 8.956# 19.52 # 22.86 " 41.76 $ 332.9 $ 14.75 # 4.215$ 3.300$ 28
29 0.938$ 5.075$ 5.514$ 8.540# 13.90 # 27.74 " 29.01 " 143.7 $ 11.42 # 4.146$ 3.253$ 29
30 0.942$ 4.180$ 5.309$ 7.509$ 10.93 # 33.60 " 22.75 " 100.8 " 9.388# 4.272$ 3.268$ 30
31 0.853$ 3.723$ 7.032$ 24.96 " 20.71 " 8.201# 3.179$ 31
Mean 1.466$ 2.871$ 3.671$ 4.488$ 6.234$ 9.370$ 21.17 $ 48.99 $ 88.35 $ 20.10 $ 4.917$ 5.529$
Median 1.169$ 2.284$ 2.895$ 3.557$ 6.072$ 6.812$ 16.99 $ 41.76 $ 15.21 $ 13.69 $ 4.292$ 4.022$
Maximum 4.527$ 9.225$ 8.257$ 10.39 $ 9.163$ 19.52 $ 70.09 $ 151.7 $ 703.7 $ 78.10 $ 7.916$ 25.01 $
Minimum 0.807$ 0.766$ 2.119$ 3.058$ 3.973$ 4.874$ 10.97 $ 17.11 $ 8.424$ 8.201$ 3.645$ 2.723$
Total 45.44 $ 80.38 $ 113.8 $ 134.6 $ 193.2 $ 281.1 $ 656.3 $1519 $2651 $ 623.1 $ 147.5 $ 171.4 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.13 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.062$ # ... Relative Uncertainty +/-15%
Annual Total 6616 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 703.7 $ 0.766$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 3.027$ 1.833$ 2.131$ 2.523$ 2.649$ 4.644$ 8.665# 13.79 # 27.42 " 6.973$ 4.155$ 4.300$ 1
2 2.872$ 1.738$ 2.104$ 2.425$ 2.839$ 4.852$ 8.378# 40.53 " 23.61 " 7.319$ 4.054$ 3.900$ 2
3 2.736$ 1.694$ 2.261$ 2.229$ 3.571$ 4.594$ 10.24 # 42.27 $ 17.35 # 7.862# 4.629$ 3.543$ 3
4 2.541$ 1.682$ 2.238$ 2.062$ 3.617$ 4.258$ 10.37 # 64.79 $ 13.55 # 11.24 # 5.392$ 3.223$ 4
5 2.249$ 1.562$ 2.117$ 2.132$ 3.641$ 4.019$ 19.13 # 50.51 $ 25.84 # 16.55 # 5.500$ 3.038$ 5
6 2.141$ 1.552$ 2.086$ 2.176$ 3.400$ 4.623$ 22.25 # 32.39 " 24.23 " 18.67 # 6.304$ 3.710$ 6
7 2.174$ 1.539$ 1.816$ 2.214$ 3.348$ 4.744$ 15.99 # 20.08 # 18.09 # 18.68 # 6.845$ 4.566$ 7
8 2.246$ 1.367$ 1.887$ 2.303$ 3.218$ 4.986$ 11.80 # 14.35 # 15.56 # 13.78 # 6.584$ 4.233$ 8
9 2.256$ 1.291$ 1.892$ 2.322$ 3.107$ 5.098$ 9.712# 52.72 $ 12.83 # 10.83 # 5.567$ 3.872$ 9
10 2.188$ 1.444$ 1.947$ 2.366$ 3.139$ 5.340$ 8.480# 84.33 $ 11.61 # 8.969# 4.908$ 3.431$ 10
11 2.317$ 1.534$ 1.984$ 2.349$ 3.123$ 7.723$ 7.852# 40.13 $ 13.70 # 8.024# 4.755$ 2.926$ 11
12 2.453$ 1.593$ 1.881$ 2.426$ 3.142$ 8.793# 7.644$ 20.76 # 14.91 # 7.373$ 4.467$ 2.531$ 12
13 2.335$ 1.563$ 1.930$ 2.555$ 3.189$ 9.056# 7.505$ 14.16 # 13.07 # 7.645$ 4.364$ 2.443$ 13
14 2.230$ 1.529$ 1.866$ 2.739$ 3.270$ 7.780$ 7.429$ 14.99 # 13.43 # 8.410# 4.173$ 2.200$ 14
15 2.091$ 1.452$ 1.997$ 2.877$ 3.315$ 7.274$ 12.95 # 16.89 # 13.02 # 7.819$ 3.784$ 2.251$ 15
16 2.322$ 1.399$ 2.016$ 2.842$ 3.173$ 6.579$ 14.53 # 17.81 # 11.39 # 6.682$ 3.569$ 2.882$ 16
17 3.503$ 1.498$ 2.006$ 2.755$ 3.198$ 6.059$ 14.83 # 26.56 # 11.06 # 5.612$ 3.522$ 3.539$ 17
18 3.378$ 1.683$ 2.084$ 2.572$ 3.218$ 5.854$ 12.67 # 16.18 # 11.59 # 4.792$ 3.479$ 3.829$ 18
19 3.406$ 1.747$ 1.930$ 2.568$ 3.258$ 6.392$ 12.90 # 13.14 # 11.55 # 7.043$ 3.486$ 3.849$ 19
20 3.171$ 1.879$ 1.943$ 2.618$ 3.291$ 6.663$ 11.24 # 11.30 # 10.72 # 7.327$ 3.616$ 3.415$ 20
21 2.916$ 1.960$ 1.741$ 2.660$ 3.264$ 7.342$ 23.54 # 20.47 # 9.463# 6.883$ 3.840$ 3.038$ 21
22 2.614$ 2.249$ 1.618$ 3.452$ 3.234$ 7.869# 29.97 " 37.45 " 8.632# 6.627$ 3.970$ 2.662$ 22
23 2.234$ 2.298$ 1.675$ 3.603$ 3.227$ 8.424# 24.89 " 27.33 " 8.248# 6.155$ 4.566$ 2.419$ 23
24 1.911$ 2.504$ 2.022$ 3.661$ 3.304$ 8.479# 18.04 # 18.89 # 7.913# 5.567$ 5.557$ 2.311$ 24
25 1.749$ 2.413$ 2.387$ 3.528$ 2.938$ 7.869$ 14.53 # 14.69 # 7.561$ 5.220$ 5.503$ 2.284$ 25
26 1.705$ 2.345$ 2.779$ 3.469$ 2.888$ 7.146$ 12.62 # 12.76 # 7.260$ 4.990$ 8.080$ 2.128$ 26
27 1.669$ 2.200$ 3.489$ 3.234$ 3.124$ 6.968$ 12.08 # 11.47 # 7.308$ 4.856$ 9.941# 2.063$ 27
28 1.726$ 2.147$ 3.136$ 3.180$ 4.109$ 7.436$ 16.38 # 13.30 # 7.277$ 4.690$ 7.760$ 1.924$ 28
29 1.722$ 2.920$ 3.093$ 3.815$ 9.067# 15.39 # 20.27 # 6.866$ 4.444$ 5.966$ 1.858$ 29
30 1.620$ 2.650$ 2.790$ 3.461$ 9.350# 14.39 # 61.64 $ 6.987$ 4.223$ 5.031$ 1.815$ 30
31 1.542$ 2.571$ 3.530$ 12.45 # 41.46 $ 4.097$ 1.680$ 31
Mean 2.356$ 1.775$ 2.165$ 2.724$ 3.277$ 6.643$ 13.83 $ 28.63 $ 13.07 $ 8.044$ 5.112$ 2.963$
Median 2.249$ 1.682$ 2.016$ 2.595$ 3.234$ 6.815$ 12.67 $ 20.27 $ 11.60 $ 7.043$ 4.692$ 2.926$
Maximum 3.503$ 2.504$ 3.489$ 3.661$ 4.109$ 9.350$ 29.97 $ 84.33 $ 27.42 $ 18.68 $ 9.941$ 4.566$
Minimum 1.542$ 1.291$ 1.618$ 2.062$ 2.649$ 4.019$ 7.429$ 11.30 $ 6.866$ 4.097$ 3.479$ 1.680$
Total 73.04 $ 49.69 $ 67.11 $ 81.72 $ 101.6 $ 199.3 $ 428.8 $ 887.4 $ 392.1 $ 249.4 $ 153.4 $ 91.86 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.604$ " ... Relative Uncertainty +/-10%
Ann. Median 3.849$ # ... Relative Uncertainty +/-15%
Annual Total 2775 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 84.33 $ 1.291$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.657$ 0.941$ 0.950$ 2.009$ 3.592$ 4.068$ 8.814# 6.719$ 14.77 # 5.762$ 4.826$ 2.204$ 1
2 1.530$ 1.049$ 1.090$ 1.961$ 3.724$ 4.175$ 8.193# 6.580$ 14.17 # 5.554$ 23.54 # 2.209$ 2
3 1.418$ 1.053$ 1.104$ 2.048$ 3.644$ 4.283$ 7.622$ 6.432$ 14.15 # 5.202$ 18.23 # 2.158$ 3
4 1.280$ 1.009$ 0.917$ 2.162$ 3.496$ 4.177$ 7.225$ 6.310$ 19.81 # 5.409$ 11.82 # 2.074$ 4
5 1.190$ 0.892$ 0.896$ 2.241$ 3.586$ 3.997$ 31.96 $ 18.38 $ 18.87 # 12.96 # 7.958$ 2.050$ 5
6 1.165$ 0.925$ 0.859$ 2.371$ 3.876$ 3.835$ 79.60 $ 28.23 $ 14.56 # 15.87 # 5.926$ 1.815$ 6
7 1.182$ 0.918$ 1.087$ 2.313$ 3.888$ 3.528$ 60.05 $ 31.97 " 12.50 # 12.94 # 4.958$ 1.653$ 7
8 1.178$ 0.938$ 2.495$ 2.380$ 4.191$ 4.092$ 27.15 " 23.16 " 11.44 # 10.19 # 4.403$ 1.631$ 8
9 1.207$ 0.924$ 3.171$ 2.346$ 4.367$ 7.153$ 16.10 # 29.20 " 10.67 # 8.272# 3.912$ 1.607$ 9
10 1.171$ 0.910$ 3.443$ 2.367$ 4.002$ 6.873$ 12.36 # 22.23 # 9.819# 7.254$ 3.474$ 1.510$ 10
11 1.087$ 1.004$ 3.172$ 2.125$ 3.389$ 8.241$ 10.52 # 16.06 # 9.130# 6.675$ 3.115$ 1.483$ 11
12 0.999$ 1.149$ 2.842$ 2.053$ 3.192$ 17.04 # 9.863# 12.38 # 8.799# 6.498$ 2.887$ 1.467$ 12
13 0.905$ 1.108$ 2.429$ 1.960$ 3.267$ 16.06 # 9.947# 10.57 # 8.449# 6.543$ 2.874$ 1.359$ 13
14 0.901$ 0.993$ 2.220$ 2.049$ 3.284$ 12.08 # 9.411# 27.92 $ 7.976# 6.981$ 2.764$ 1.213$ 14
15 0.887$ 1.082$ 1.974$ 2.103$ 3.206$ 10.98 # 8.806# 34.91 $ 7.625$ 9.118# 2.648$ 1.182$ 15
16 1.009$ 1.131$ 1.898$ 1.999$ 5.200$ 10.00 # 8.338# 21.88 # 6.950$ 10.23 # 2.491$ 1.077$ 16
17 1.072$ 1.209$ 2.166$ 2.096$ 8.604# 9.863# 7.902# 87.70 $ 6.448$ 9.065# 2.426$ 1.058$ 17
18 1.040$ 1.255$ 2.442$ 2.212$ 10.15 # 9.261# 7.681# 44.41 $ 6.520$ 7.395$ 2.327$ 1.120$ 18
19 0.925$ 1.140$ 2.589$ 6.983$ 9.061# 8.243# 8.348# 23.62 # 8.747$ 6.263$ 2.298$ 1.106$ 19
20 0.920$ 0.973$ 2.740$ 11.55 # 7.395$ 7.310$ 27.09 # 15.98 # 13.94 # 5.577$ 2.511$ 1.119$ 20
21 0.917$ 0.922$ 2.741$ 9.734# 6.244$ 6.753$ 21.39 " 12.32 # 16.02 # 4.998$ 2.767$ 1.248$ 21
22 1.056$ 0.979$ 3.431$ 9.355# 5.456$ 6.296$ 18.20 # 10.19 # 13.15 # 4.675$ 2.762$ 1.274$ 22
23 1.360$ 0.968$ 3.799$ 6.555$ 4.624$ 7.606$ 14.82 # 29.67 $ 10.75 # 4.451$ 2.900$ 1.311$ 23
24 1.468$ 0.908$ 3.587$ 5.025$ 4.327$ 8.042# 12.59 # 32.86 $ 8.704# 4.602$ 2.788$ 1.325$ 24
25 1.677$ 0.891$ 3.393$ 4.193$ 4.613$ 8.438# 11.76 # 20.23 # 7.328$ 4.804$ 2.711$ 1.299$ 25
26 1.646$ 0.900$ 3.128$ 3.730$ 4.632$ 7.857$ 10.31 # 14.21 # 6.438$ 4.839$ 2.548$ 1.326$ 26
27 1.447$ 0.934$ 2.930$ 3.483$ 4.777$ 7.154$ 9.268# 11.32 # 6.495$ 4.703$ 2.371$ 1.315$ 27
28 1.374$ 0.954$ 2.666$ 3.319$ 4.756$ 9.024$ 8.400# 9.863# 6.692$ 4.192$ 2.295$ 1.153$ 28
29 1.296$ 2.339$ 3.240$ 4.423$ 10.02 # 7.992# 9.329# 6.645$ 3.806$ 2.160$ 0.955$ 29
30 1.280$ 2.140$ 3.349$ 4.273$ 9.638# 7.429$ 18.85 # 6.245$ 3.437$ 2.176$ 0.829$ 30
31 1.145$ 2.062$ 4.100$ 6.953$ 17.14 # 3.505$ 0.788$ 31
Mean 1.206$ 1.002$ 2.345$ 3.644$ 4.753$ 7.870$ 16.00 $ 21.31 $ 10.46 $ 6.831$ 4.696$ 1.417$
Median 1.178$ 0.970$ 2.442$ 2.356$ 4.273$ 7.731$ 9.863$ 18.38 $ 8.965$ 5.762$ 2.777$ 1.315$
Maximum 1.677$ 1.255$ 3.799$ 11.55 $ 10.15 $ 17.04 $ 79.60 $ 87.70 $ 19.81 $ 15.87 $ 23.54 $ 2.209$
Minimum 0.887$ 0.891$ 0.859$ 1.960$ 3.192$ 3.528$ 6.953$ 6.310$ 6.245$ 3.437$ 2.160$ 0.788$
Total 37.39 $ 28.06 $ 72.70 $ 109.3 $ 147.3 $ 236.1 $ 496.1 $ 660.6 $ 313.8 $ 211.8 $ 140.9 $ 43.91 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6.844$ " ... Relative Uncertainty +/-10%
Ann. Median 3.912$ # ... Relative Uncertainty +/-15%
Annual Total 2498 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 87.70 $ 0.788$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 0.619$ 1.022$ 1.219$ 1.934$ 1.356$ 14.95 # 17.40 # 10.00 # 14.33 # 6.367& 3.530$ 5.295$ 1
2 0.538$ 0.979$ 1.331$ 1.760$ 1.429$ 12.08 # 14.43 # 13.49 # 21.05 # 6.179& 4.867$ 5.078$ 2
3 0.643$ 0.972$ 1.135$ 1.757$ 1.445$ 9.514# 12.08 # 239.2 $ 16.77 # 7.533& 11.30 $ 4.550$ 3
4 1.045$ 0.896$ 1.033$ 1.830$ 1.681$ 7.520$ 10.04 # 710.5 $ 13.33 # 8.966& 15.07 # 3.883$ 4
5 0.910$ 0.747$ 0.909$ 1.799$ 2.881$ 6.439$ 8.579# 214.7 $ 11.36 # 11.70 & 12.12 # 3.215$ 5
6 0.802$ 0.639$ 0.898$ 1.798$ 7.232& 5.803$ 7.863$ 73.24 $ 28.97 $ 11.26 & 8.859# 2.857$ 6
7 0.759$ 0.432$ 0.711$ 1.779$ 9.810# 5.450$ 7.498$ 30.62 " 42.10 $ 8.842& 6.863$ 2.669$ 7
8 0.746$ 0.375$ 0.527$ 1.579$ 12.90 # 4.978$ 8.385# 21.38 # 26.49 " 7.505& 5.738$ 2.406$ 8
9 0.556$ 0.371$ 0.489$ 1.398$ 9.844# 4.576$ 9.872# 16.28 # 17.10 # 6.846& 5.427$ 2.252$ 9
10 0.429$ 0.399$ 0.492$ 1.533$ 8.120$ 4.409$ 9.623# 14.85 # 13.03 # 6.375& 11.21 $ 2.491$ 10
11 0.405$ 0.383$ 0.524$ 1.715$ 6.501$ 4.380$ 8.643# 33.89 $ 11.40 # 6.044& 19.13 # 2.389$ 11
12 0.333$ 0.367$ 0.545$ 1.635$ 5.451$ 16.61 $ 7.790$ 59.95 $ 10.09 # 5.739& 15.80 # 2.321$ 12
13 0.276$ 0.661$ 0.702$ 1.741$ 4.623$ 26.23 " 6.959$ 81.43 $ 9.211# 5.546& 11.16 # 2.335$ 13
14 0.276$ 1.044$ 1.269$ 1.721$ 4.024$ 20.28 # 13.29 $ 39.04 $ 8.676# 5.444$ 8.910# 2.526$ 14
15 0.225$ 1.062$ 2.340$ 1.650$ 3.665$ 13.15 # 15.25 # 23.81 " 8.292# 6.359$ 7.946$ 2.437$ 15
16 0.254$ 1.127$ 2.846$ 1.684$ 3.622$ 9.479# 12.80 # 21.05 # 7.777& 6.616$ 7.115$ 2.376$ 16
17 0.329$ 1.159$ 2.636$ 1.605$ 3.687$ 7.671$ 17.58 # 38.65 $ 8.405& 6.202$ 6.419$ 2.376$ 17
18 0.791$ 0.941$ 2.653$ 1.601$ 3.694$ 7.265$ 24.15 " 40.68 $ 8.747& 5.932$ 5.717$ 2.249$ 18
19 0.801$ 0.826$ 2.535$ 1.887$ 3.790$ 11.77 # 19.75 # 33.22 " 7.941& 5.601$ 4.984$ 2.085$ 19
20 0.652$ 0.773$ 2.503$ 2.004$ 3.685$ 9.051# 14.42 # 23.09 " 113.4 & 5.394$ 4.362$ 1.910$ 20
21 0.572$ 0.658$ 2.472$ 1.907$ 3.761$ 8.170# 11.40 # 17.51 # 82.85 & 5.193$ 4.058$ 1.672$ 21
22 0.607$ 0.563$ 2.532$ 1.822$ 3.756$ 7.333$ 9.571# 14.27 # 42.28 & 5.090$ 3.595$ 1.588$ 22
23 0.814$ 0.431$ 2.569$ 1.770$ 3.549$ 8.746$ 12.09 # 12.72 # 23.71 & 4.879$ 3.089$ 1.421$ 23
24 1.273$ 0.507$ 2.278$ 1.728$ 3.397$ 8.554# 11.45 # 12.09 # 15.40 & 4.511$ 2.750$ 1.307$ 24
25 1.166$ 0.740$ 2.104$ 1.687$ 4.827$ 8.299# 8.847# 11.42 # 11.92 & 4.145$ 2.421$ 1.455$ 25
26 1.065$ 0.938$ 1.955$ 1.643$ 9.502$ 7.823# 9.766# 10.86 # 10.34 & 3.714$ 2.273$ 1.494$ 26
27 1.135$ 1.030$ 1.815$ 1.599$ 8.639# 9.771# 9.960# 10.63 # 10.93 & 3.303$ 2.262$ 1.398$ 27
28 1.011$ 1.116$ 1.682$ 1.671$ 9.515# 8.697# 18.19 # 10.20 # 9.071& 3.163$ 3.524$ 1.307$ 28
29 0.907$ 1.167$ 1.555$ 1.635$ 10.84 # 19.69 # 14.21 # 11.50 # 7.999& 3.163$ 4.186$ 1.268$ 29
30 0.802$ 1.411$ 1.500$ 18.65 # 17.86 # 11.91 # 12.18 # 7.003& 3.137$ 4.592$ 1.099$ 30
31 1.013$ 1.639$ 17.29 # 10.16 # 12.73 # 3.170$ 1.225$ 31
Mean 0.702$ 0.770$ 1.591$ 1.712$ 6.231& 10.22 $ 12.06 $ 60.49 $ 20.67 & 5.933& 6.976$ 2.353$
Median 0.746$ 0.773$ 1.555$ 1.718$ 4.024& 8.625$ 11.40 $ 21.05 $ 11.66 & 5.739& 5.572$ 2.321$
Maximum 1.273$ 1.167$ 2.846$ 2.004$ 18.65 & 26.23 $ 24.15 $ 710.5 $ 113.4 & 11.70 & 19.13 $ 5.295$
Minimum 0.225$ 0.367$ 0.489$ 1.398$ 1.356& 4.380$ 6.959$ 10.00 $ 7.003& 3.137& 2.262$ 1.099$
Total 21.76 $ 22.32 $ 49.31 $ 51.37 $ 193.2 & 306.5 $ 374.0 $1875 $ 620.0 & 183.9 & 209.3 $ 72.93 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.87 & " ... Relative Uncertainty +/-10%
Ann. Median 4.371& # ... Relative Uncertainty +/-15%
Annual Total 3980 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 710.5 & 0.225&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 2.121$ 0.788$ 1.377$ 1.386$ 14.18 # 130.1 $ 32.51 " 145.4 $ 27.92 " 40.19 $ 12.35 # 5.001$ 1
2 2.159$ 0.541$ 1.482$ 1.576$ 11.99 # 41.13 $ 29.63 " 118.5 # 40.36 $ 43.07 $ 10.47 # 4.850$ 2
3 2.028$ 0.340$ 1.622$ 1.757$ 95.23 $ 26.39 " 25.65 " 176.7 $ 48.18 $ 43.34 $ 9.225# 4.763$ 3
4 1.690$ 0.253$ 1.821$ 1.822$ 80.15 $ 20.24 # 21.67 " 124.2 # 37.63 $ 35.94 " 8.418# 4.369$ 4
5 1.466$ 0.220$ 2.133$ 1.975$ 38.68 $ 16.63 # 22.18 " 83.12 $ 30.92 " 35.84 " 8.551# 4.044$ 5
6 1.301$ 0.217$ 2.170$ 1.882$ 28.74 " 14.44 # 21.72 " 52.98 $ 31.09 " 37.32 " 8.814# 3.847$ 6
7 1.193$ 0.913$ 2.478$ 1.904$ 27.86 " 12.90 # 91.31 $ 44.10 $ 27.46 " 32.05 " 8.744# 3.574$ 7
8 1.058$ 9.993$ 2.775$ 4.519$ 21.20 # 11.74 # 80.16 $ 39.24 " 23.20 " 30.00 " 8.668# 3.352$ 8
9 0.962$ 5.317$ 2.676$ 5.569$ 15.48 # 11.15 # 69.77 $ 35.77 " 118.1 $ 29.36 " 8.207# 3.267$ 9
10 0.947$ 5.442$ 2.705$ 3.761$ 12.97 # 11.95 # 129.4 $ 63.76 $ 96.05 $ 24.35 " 7.723# 3.253$ 10
11 0.993$ 4.928$ 3.137$ 3.759$ 11.20 # 15.57 # 141.4 $ 95.95 # 87.45 $ 35.27 $ 7.368$ 3.132$ 11
12 0.958$ 3.932$ 2.775$ 31.83 $ 11.89 # 14.54 # 125.0 # 67.72 $ 112.3 # 59.21 $ 6.886$ 3.408$ 12
13 0.870$ 3.165$ 2.633$ 43.59 $ 11.97 # 14.19 # 110.8 # 106.8 " 68.00 $ 41.73 $ 6.605$ 3.615$ 13
14 0.854$ 2.471$ 2.511$ 24.68 # 11.46 # 54.80 $ 83.05 $ 75.93 $ 46.99 $ 31.14 " 6.292$ 3.512$ 14
15 0.807$ 2.074$ 2.282$ 14.51 # 10.80 # 130.8 # 173.1 $ 49.42 $ 39.30 " 24.69 " 6.051$ 3.376$ 15
16 0.900$ 1.822$ 2.038$ 9.812# 9.919# 194.9 $ 150.5 # 40.38 $ 36.80 " 21.17 " 6.060$ 3.271$ 16
17 0.855$ 1.640$ 1.756$ 7.276$ 9.212# 100.3 $ 142.4 # 34.08 " 42.23 $ 19.45 # 6.163$ 3.229$ 17
18 0.809$ 1.441$ 1.609$ 5.930$ 8.572# 39.20 $ 128.3 # 30.28 " 45.96 $ 17.49 # 6.288$ 3.241$ 18
19 0.811$ 1.284$ 1.586$ 5.189$ 8.268# 30.00 " 91.39 " 33.25 $ 47.55 $ 16.76 # 7.374$ 3.200$ 19
20 0.826$ 1.087$ 1.486$ 5.226$ 7.774$ 100.5 $ 67.60 $ 39.39 $ 44.71 $ 23.85 # 7.074$ 3.246$ 20
21 1.082$ 1.030$ 1.403$ 4.762$ 7.524$ 947.5 $ 96.91 $ 33.56 " 39.67 " 25.72 " 6.784$ 3.171$ 21
22 1.211$ 1.030$ 1.379$ 4.554$ 7.588$ 832.9 $ 94.90 " 34.98 " 33.54 " 20.84 # 33.32 # 3.124$ 22
23 1.247$ 1.069$ 1.505$ 4.459$ 9.599# 399.1 $ 98.23 $ 29.74 " 28.69 " 17.12 # 35.40 " 3.021$ 23
24 1.160$ 1.038$ 1.513$ 4.278$ 38.97 $ 180.6 $ 117.7 # 26.41 " 27.23 " 14.26 # 18.33 # 2.790$ 24
25 1.052$ 1.078$ 1.410$ 4.052$ 42.46 $ 113.5 # 84.03 $ 22.83 " 24.75 " 13.73 # 11.41 # 2.513$ 25
26 1.052$ 1.201$ 1.368$ 3.925$ 27.01 " 68.59 $ 50.90 $ 29.55 $ 22.70 " 17.83 # 8.672# 2.219$ 26
27 1.047$ 1.324$ 1.358$ 3.842$ 16.45 # 47.00 $ 87.24 $ 47.40 $ 44.94 $ 19.92 # 6.897$ 1.826$ 27
28 1.158$ 1.330$ 1.348$ 3.776$ 12.35 # 37.07 " 74.24 $ 34.48 " 74.33 $ 24.49 " 5.839$ 1.637$ 28
29 1.403$ 1.380$ 4.145$ 12.74 # 33.27 " 47.66 $ 29.26 " 46.23 $ 21.95 " 5.238$ 1.563$ 29
30 1.387$ 1.371$ 14.15 $ 285.3 $ 32.90 " 46.55 $ 29.24 " 40.01 " 17.50 # 5.194$ 1.469$ 30
31 1.085$ 1.265$ 455.4 $ 70.10 $ 29.26 " 14.45 # 1.515$ 31
Mean 1.177$ 2.035$ 1.882$ 7.663$ 43.97 $ 122.8 $ 84.06 $ 58.18 $ 47.81 $ 27.42 $ 9.814$ 3.174$
Median 1.058$ 1.242$ 1.609$ 4.369$ 12.74 $ 38.14 $ 84.03 $ 39.39 $ 40.19 $ 24.49 $ 7.548$ 3.246$
Maximum 2.159$ 9.993$ 3.137$ 43.59 $ 455.4 $ 947.5 $ 173.1 $ 176.7 $ 118.1 $ 59.21 $ 35.40 $ 5.001$
Minimum 0.807$ 0.217$ 1.265$ 1.386$ 7.524$ 11.15 $ 21.67 $ 22.83 $ 22.70 $ 13.73 $ 5.194$ 1.469$
Total 36.49 $ 56.97 $ 58.35 $ 229.9 $1363 $3684 $2606 $1804 $1434 $ 850.0 $ 294.4 $ 98.40 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.29 $ " ... Relative Uncertainty +/-10%
Ann. Median 11.41 $ # ... Relative Uncertainty +/-15%
Annual Total 12516 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 947.5 $ 0.217$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.616$ 2.067$ 2.781$ 3.378$ 9.173# 12.40 # 10.62 # 30.21 " 14.18 # 8.812# 30.46 " 5.272$ 1
2 1.569$ 1.912$ 2.832$ 3.151$ 7.495$ 11.00 # 10.11 # 42.66 $ 14.37 # 12.39 # 21.66 # 4.932$ 2
3 1.594$ 1.740$ 2.922$ 4.162$ 6.841$ 10.49 # 9.736# 44.77 $ 13.69 # 15.55 # 16.86 # 4.632$ 3
4 1.751$ 1.645$ 2.821$ 10.58 # 6.470$ 10.29 # 9.503# 54.95 $ 12.88 # 13.38 # 13.76 # 4.519$ 4
5 1.628$ 1.463$ 2.716$ 11.96 # 6.289$ 10.67 # 9.509# 50.84 $ 37.19 $ 11.51 # 11.46 # 4.621$ 5
6 1.513$ 1.304$ 2.699$ 10.67 # 6.007$ 12.94 # 9.869# 32.85 " 36.06 " 12.77 # 10.42 # 4.985$ 6
7 1.499$ 1.243$ 2.619$ 7.499$ 5.672$ 12.75 # 9.745# 25.83 " 23.53 " 16.47 # 9.856# 5.096$ 7
8 1.422$ 1.325$ 2.683$ 5.533$ 5.345$ 11.47 # 9.803# 22.39 " 18.04 # 16.60 # 9.361# 5.075$ 8
9 1.395$ 1.477$ 2.441$ 5.599$ 5.197$ 10.68 # 9.633# 51.90 $ 15.61 # 13.51 # 9.472# 4.916$ 9
10 1.350$ 1.500$ 2.246$ 5.921$ 5.046$ 13.40 # 11.85 # 101.5 $ 14.02 # 11.86 # 9.485# 4.674$ 10
11 1.391$ 1.568$ 2.038$ 8.025$ 4.973$ 16.14 # 15.06 # 48.21 $ 12.94 # 12.52 # 12.06 # 4.469$ 11
12 1.338$ 1.509$ 1.963$ 8.326# 7.304$ 15.02 # 13.80 # 32.55 " 12.03 # 15.98 # 14.81 # 4.123$ 12
13 1.323$ 1.555$ 2.340$ 7.557$ 22.90 # 36.10 $ 12.30 # 22.52 " 11.42 # 16.85 # 22.97 # 3.892$ 13
14 1.298$ 1.387$ 2.425$ 6.915$ 30.81 " 46.56 $ 11.23 # 22.26 " 16.43 # 14.82 # 20.69 # 3.801$ 14
15 1.209$ 1.403$ 2.561$ 5.882$ 28.41 " 29.26 " 10.81 # 18.44 # 27.68 " 20.72 # 14.94 # 3.823$ 15
16 1.250$ 1.603$ 2.476$ 5.357$ 24.63 " 18.62 # 10.46 # 26.04 # 20.92 # 17.68 # 11.74 # 3.675$ 16
17 1.247$ 1.763$ 2.308$ 5.601$ 16.94 # 14.38 # 10.26 # 30.55 " 16.10 # 15.55 # 9.802# 3.588$ 17
18 1.208$ 1.572$ 2.150$ 5.850$ 12.57 # 17.30 # 14.31 # 32.80 " 14.11 # 12.58 # 9.650# 3.552$ 18
19 1.108$ 1.546$ 2.071$ 5.864$ 10.29 # 39.54 $ 16.69 # 22.21 " 18.66 # 10.35 # 15.76 # 3.379$ 19
20 1.075$ 1.459$ 2.483$ 6.037$ 9.478# 41.91 $ 14.98 # 18.16 # 21.50 " 9.435# 19.98 # 3.206$ 20
21 1.187$ 1.517$ 3.283$ 6.399$ 9.494# 31.30 " 17.72 # 16.11 # 17.73 # 9.189# 14.89 # 2.993$ 21
22 1.307$ 1.497$ 3.536& 6.389$ 9.676# 21.43 # 20.26 " 15.29 # 14.99 # 9.804# 11.44 # 2.844$ 22
23 1.162$ 1.446$ 3.449$ 6.223$ 13.73 # 17.02 # 19.78 # 14.53 # 13.66 # 10.59 # 9.556# 2.674$ 23
24 1.154$ 1.491$ 3.111$ 5.981$ 13.78 # 15.03 # 40.41 $ 13.90 # 13.15 # 98.96 $ 8.439# 2.670$ 24
25 1.801$ 1.874$ 2.775$ 5.579$ 11.38 # 14.18 # 30.18 " 12.88 # 13.42 # 74.67 $ 7.537$ 2.929$ 25
26 2.596$ 2.172$ 2.774$ 5.313$ 10.52 # 12.91 # 22.01 " 12.12 # 13.46 # 35.97 $ 7.146$ 3.288$ 26
27 3.051$ 2.573$ 4.045$ 5.817$ 9.956# 11.69 # 18.82 # 13.07 # 12.37 # 20.76 # 7.055$ 3.101$ 27
28 3.151$ 2.798$ 3.763$ 12.75 # 9.485# 11.34 # 15.73 # 35.21 # 11.42 # 14.84 # 6.771$ 2.879$ 28
29 2.837$ 3.659$ 14.32 # 16.22 # 11.23 # 14.28 # 27.97 " 10.45 # 13.71 # 6.427$ 2.721$ 29
30 2.545$ 3.627$ 11.97 # 15.90 # 11.04 # 34.07 $ 20.33 # 9.665# 61.72 $ 5.903$ 2.466$ 30
31 2.322$ 3.504$ 14.37 # 47.59 $ 16.09 # 49.56 $ 2.514$ 31
Mean 1.642$ 1.657$ 2.810& 7.154$ 11.82 $ 18.27 $ 16.49 $ 29.97 $ 16.72 $ 21.91 $ 12.68 $ 3.784$
Median 1.395$ 1.532$ 2.716& 6.009$ 9.676$ 13.79 $ 13.80 $ 25.83 $ 14.14 $ 14.82 $ 10.93 $ 3.675$
Maximum 3.151$ 2.798$ 4.045& 14.32 $ 30.81 $ 46.56 $ 47.59 $ 101.5 $ 37.19 $ 98.96 $ 30.46 $ 5.272$
Minimum 1.075$ 1.243$ 1.963& 3.151$ 4.973$ 10.29 $ 9.503$ 12.12 $ 9.665$ 8.812$ 5.903$ 2.466$
Total 50.90 $ 46.41 $ 87.10 & 214.6 $ 366.3 $ 548.1 $ 511.1 $ 929.1 $ 501.7 $ 679.1 $ 380.4 $ 117.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12.14 & " ... Relative Uncertainty +/-10%
Ann. Median 9.802& # ... Relative Uncertainty +/-15%
Annual Total 4432 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 101.5 & 1.075&
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 2.455$ 1.762$ 1.263$ 3.051$ 11.75 # 37.85 $ 29.85 " 21.37 " 12.15 # 7.050$ 4.970$ 3.136$ 1
2 2.204$ 1.696$ 1.244$ 3.361$ 9.621# 37.06 " 23.81 " 33.41 $ 13.46 # 8.536$ 4.776$ 3.053$ 2
3 2.144$ 1.727$ 1.324$ 3.322$ 8.120# 23.66 " 22.94 " 189.8 $ 38.28 $ 14.12 # 4.606$ 2.965$ 3
4 2.048$ 1.618$ 1.328$ 3.344$ 7.375$ 16.48 # 29.06 " 80.59 $ 46.23 $ 18.41 # 4.364$ 2.809$ 4
5 1.918$ 1.627$ 1.399$ 3.622$ 7.810$ 13.14 # 118.4 $ 123.9 # 35.41 " 14.89 # 4.175$ 2.855$ 5
6 1.839$ 1.418$ 1.491$ 5.069$ 7.529$ 22.35 # 54.54 $ 73.31 $ 31.66 " 12.49 # 4.162$ 2.889$ 6
7 1.923$ 1.456$ 1.624$ 4.533$ 7.263$ 80.66 $ 39.25 $ 44.43 $ 27.79 " 10.67 # 4.536$ 2.894$ 7
8 1.896$ 1.526$ 1.559$ 4.472$ 7.052$ 66.93 $ 36.56 " 35.71 " 23.09 " 9.071# 4.529$ 2.907$ 8
9 1.944$ 1.522$ 2.879$ 4.553$ 6.509$ 32.75 " 37.02 " 36.13 " 18.31 # 7.849$ 4.261$ 2.829$ 9
10 1.895$ 1.452$ 3.183$ 4.394$ 6.134$ 20.70 # 31.04 " 28.02 " 15.09 # 7.317$ 4.007$ 2.664$ 10
11 1.872$ 1.346$ 3.135$ 4.314$ 6.049$ 29.38 $ 24.88 " 24.08 " 13.55 # 6.967$ 3.883$ 2.631$ 11
12 1.826$ 1.330$ 2.962$ 4.079$ 5.968$ 65.91 $ 21.10 " 23.58 " 12.57 # 6.588$ 3.706$ 2.589$ 12
13 1.736$ 1.295$ 2.606$ 3.840$ 5.816$ 36.62 $ 19.26 # 21.39 " 13.97 # 6.277$ 3.837$ 2.418$ 13
14 1.667$ 1.309$ 2.395$ 9.073$ 5.959$ 24.51 " 25.84 # 19.64 # 21.81 " 6.000$ 7.747$ 2.453$ 14
15 1.557$ 1.194$ 2.113$ 10.02 # 6.336$ 18.53 # 28.92 " 19.92 # 20.71 # 5.738$ 22.73 # 2.415$ 15
16 1.582$ 1.108$ 2.091$ 10.75 # 6.362$ 44.99 $ 24.58 " 65.52 $ 17.02 # 5.488$ 20.96 # 2.482$ 16
17 1.580$ 1.043$ 2.626$ 9.588# 6.305$ 75.16 $ 20.28 # 40.09 $ 17.01 # 5.156$ 12.65 # 2.554$ 17
18 1.512$ 1.001$ 2.754$ 7.737$ 6.116$ 46.13 $ 18.24 # 28.53 " 15.45 # 4.883$ 8.854# 2.731$ 18
19 1.541$ 1.010$ 2.683$ 6.209$ 5.937$ 28.21 " 65.82 $ 22.74 " 13.63 # 4.976$ 6.773$ 2.708$ 19
20 1.580$ 1.090$ 2.564$ 5.342$ 5.890$ 54.49 $ 68.24 $ 20.19 # 12.55 # 4.981$ 5.775$ 2.612$ 20
21 1.694$ 1.111$ 2.404$ 4.805$ 5.875$ 104.3 $ 44.48 $ 23.46 " 11.79 # 4.819$ 5.006$ 2.561$ 21
22 1.799$ 1.070$ 2.343$ 4.379$ 6.036$ 58.79 $ 36.11 " 19.14 # 11.27 # 4.736$ 4.338$ 2.560$ 22
23 2.152$ 1.091$ 2.498$ 4.228$ 6.026$ 120.9 # 32.57 " 17.21 # 10.64 # 5.778$ 3.948$ 2.655$ 23
24 2.085$ 1.283$ 2.624$ 4.198$ 5.845$ 122.9 # 28.12 " 16.00 # 10.40 # 5.906$ 3.655$ 2.622$ 24
25 2.038$ 1.255$ 2.963$ 4.306$ 6.204$ 128.2 $ 23.21 " 15.07 # 9.984# 5.311$ 3.399$ 2.555$ 25
26 1.916$ 1.296$ 3.221$ 16.08 $ 6.555$ 243.0 $ 20.84 " 14.27 # 9.446# 4.909$ 3.121$ 2.504$ 26
27 1.860$ 1.235$ 3.213$ 34.54 $ 6.767$ 103.3 $ 29.99 " 13.51 # 8.900# 4.690$ 3.038$ 2.417$ 27
28 1.864$ 1.291$ 3.131$ 35.93 " 6.699$ 46.32 $ 27.50 " 13.18 # 8.349# 4.590$ 3.014$ 2.614$ 28
29 1.773$ 2.894$ 25.05 " 6.492$ 43.39 $ 23.69 " 13.13 # 7.989# 4.586$ 3.042$ 2.628$ 29
30 1.704$ 2.718$ 15.82 # 7.773$ 39.52 " 21.84 " 13.07 # 7.520$ 4.851$ 3.087$ 2.666$ 30
31 1.697$ 2.591$ 8.243$ 23.55 " 12.34 # 5.005$ 2.957$ 31
Mean 1.848$ 1.327$ 2.381$ 8.667$ 6.852$ 59.54 $ 33.92 $ 36.22 $ 17.20 $ 7.182$ 5.899$ 2.688$
Median 1.860$ 1.296$ 2.591$ 4.543$ 6.362$ 44.19 $ 28.12 $ 22.74 $ 13.59 $ 5.778$ 4.299$ 2.631$
Maximum 2.455$ 1.762$ 3.221$ 35.93 $ 11.75 $ 243.0 $ 118.4 $ 189.8 $ 46.23 $ 18.41 $ 22.73 $ 3.136$
Minimum 1.512$ 1.001$ 1.244$ 3.051$ 5.816$ 13.14 $ 18.24 $ 12.34 $ 7.520$ 4.586$ 3.014$ 2.415$
Total 57.30 $ 37.16 $ 73.82 $ 260.0 $ 212.4 $1786 $1052 $1123 $ 516.0 $ 222.6 $ 177.0 $ 83.33 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.34 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.875$ # ... Relative Uncertainty +/-15%
Annual Total 5600 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 243.0 $ 1.001$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 3.142$ 1.541$ 1.811$ 1.970$ 3.171$ 10.06 # 14.20 # 43.74 $ 10.85 # 10.63 # 3.722$ 2.327$ 1
2 3.585$ 1.468$ 1.794$ 1.993$ 4.260$ 10.51 # 14.29 # 33.96 $ 10.20 # 8.755# 3.518$ 2.308$ 2
3 3.783$ 1.469$ 1.817$ 1.983$ 4.471$ 12.99 # 15.67 # 20.09 # 9.469# 15.21 # 3.388$ 2.319$ 3
4 3.770$ 1.521$ 1.866$ 2.120$ 4.899$ 10.30 # 15.71 # 14.78 # 9.008# 17.49 # 3.220$ 2.065$ 4
5 3.686$ 1.513$ 2.045$ 1.953$ 7.105$ 8.843# 13.08 # 12.24 # 12.25 # 13.84 # 3.061$ 1.767$ 5
6 3.677$ 1.451$ 1.930$ 1.979$ 8.281$ 7.325$ 11.00 # 11.26 # 19.94 # 10.90 # 3.128$ 1.563$ 6
7 3.577$ 1.457$ 1.826$ 2.133$ 6.957$ 7.404$ 9.716# 10.25 # 16.12 # 9.144# 3.321$ 1.499$ 7
8 3.348$ 1.416$ 1.752$ 2.148$ 5.937$ 7.309$ 8.926# 9.858# 13.19 # 8.014# 3.425$ 1.563$ 8
9 3.113$ 1.349$ 1.711$ 2.210$ 5.237$ 7.583$ 10.88 # 9.414# 11.46 # 7.125$ 3.605$ 1.788$ 9
10 2.995$ 1.278$ 1.784$ 2.429$ 4.514$ 7.775$ 18.85 # 9.134# 10.40 # 6.232$ 3.611$ 1.947$ 10
11 2.868$ 1.311$ 1.656$ 2.646$ 4.033$ 6.969$ 19.98 # 8.717# 9.635# 5.728$ 3.487$ 1.914$ 11
12 3.026$ 1.380$ 1.818$ 2.716$ 4.053$ 6.626$ 15.97 # 8.331# 8.973# 5.086$ 3.335$ 1.995$ 12
13 3.410$ 1.375$ 1.960$ 2.820$ 4.317$ 6.785$ 12.81 # 8.299# 8.564# 4.832$ 3.213$ 2.144$ 13
14 3.664$ 1.264$ 2.475$ 2.811$ 4.253$ 6.397$ 10.84 # 22.10 # 8.190# 4.953$ 3.061$ 2.148$ 14
15 3.587$ 1.246$ 2.805$ 2.737$ 4.217$ 6.066$ 9.782# 27.61 " 7.917# 5.412$ 2.899$ 2.018$ 15
16 3.042$ 1.168$ 2.817$ 2.666$ 4.264$ 7.037$ 8.957# 21.24 # 7.478$ 5.586$ 2.833$ 1.724$ 16
17 3.258$ 1.234$ 2.781$ 2.604$ 4.180$ 9.110$ 8.283# 16.43 # 7.114$ 5.387$ 2.791$ 1.570$ 17
18 4.028$ 1.302$ 2.665$ 2.610$ 4.063$ 7.046$ 16.94 # 29.78 $ 6.609$ 5.054$ 2.744$ 1.533$ 18
19 3.369$ 1.417$ 2.558$ 2.520$ 3.953$ 7.567$ 22.41 # 62.69 $ 6.411$ 4.828$ 2.698$ 1.489$ 19
20 3.034$ 1.365$ 2.379$ 2.362$ 3.837$ 7.200$ 19.29 # 41.00 $ 6.374$ 4.546$ 3.109$ 1.534$ 20
21 2.729$ 1.202$ 2.178$ 2.267$ 3.703$ 6.906$ 14.61 # 22.03 # 6.519$ 6.909$ 3.573$ 1.573$ 21
22 2.450$ 1.088$ 2.107$ 2.339$ 3.705$ 7.345$ 12.14 # 18.14 # 6.480$ 7.243$ 3.809$ 1.521$ 22
23 2.255$ 1.092$ 2.043$ 2.559$ 3.721$ 10.03 # 14.19 # 26.10 " 6.461$ 7.161$ 4.152$ 1.344$ 23
24 2.048$ 1.020$ 2.047$ 2.575$ 3.637$ 21.58 # 25.16 " 20.95 " 6.314$ 6.400$ 3.825$ 1.276$ 24
25 1.907$ 1.130$ 2.048$ 2.821$ 3.578$ 17.24 # 23.68 " 22.91 # 6.044$ 5.564$ 3.524$ 1.339$ 25
26 1.827$ 1.187$ 2.046$ 2.886$ 3.750$ 13.41 # 46.97 $ 16.78 # 5.783$ 4.986$ 3.208$ 1.430$ 26
27 1.762$ 1.487$ 2.020$ 2.901$ 3.928$ 11.21 # 23.80 " 14.23 # 6.677$ 4.570$ 2.894$ 1.381$ 27
28 1.809$ 1.830$ 1.974$ 2.979$ 4.585$ 28.25 $ 16.97 # 12.86 # 23.85 # 4.267$ 2.786$ 1.272$ 28
29 1.753$ 1.820$ 1.757$ 3.036$ 4.815$ 30.09 " 13.84 # 12.49 # 18.15 # 3.942$ 2.629$ 1.189$ 29
30 1.685$ 1.808$ 3.203$ 8.799$ 20.82 # 11.93 # 12.65 # 13.81 # 3.592$ 2.482$ 1.241$ 30
31 1.605$ 1.926$ 9.902# 11.89 # 11.93 # 3.611$ 1.329$ 31
Mean 2.897$ 1.358$ 2.071$ 2.499$ 4.843$ 10.93 $ 15.89 $ 19.74 $ 10.01 $ 6.999$ 3.235$ 1.681$
Median 3.042$ 1.365$ 1.974$ 2.567$ 4.253$ 7.679$ 14.20 $ 16.43 $ 8.768$ 5.586$ 3.217$ 1.563$
Maximum 4.028$ 1.830$ 2.817$ 3.203$ 9.902$ 30.09 $ 46.97 $ 62.69 $ 23.85 $ 17.49 $ 4.152$ 2.327$
Minimum 1.605$ 1.020$ 1.656$ 1.953$ 3.171$ 6.066$ 8.283$ 8.299$ 5.783$ 3.592$ 2.482$ 1.189$
Total 89.79 $ 39.38 $ 64.20 $ 74.98 $ 150.1 $ 327.8 $ 492.7 $ 612.0 $ 300.2 $ 217.0 $ 97.05 $ 52.11 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6.878$ " ... Relative Uncertainty +/-10%
Ann. Median 3.721$ # ... Relative Uncertainty +/-15%
Annual Total 2517 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 62.69 $ 1.020$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.224$ 1.142$ 1.149$ 2.422$ 6.032$ 7.111$ 9.644# 27.65 " 27.86 " 16.32 # 11.11 # 5.604$ 1
2 1.162$ 1.206$ 1.388$ 2.323$ 5.453$ 7.204$ 9.383# 42.63 $ 24.06 " 14.20 # 13.39 # 4.895$ 2
3 1.189$ 1.200$ 1.297$ 2.283$ 5.114$ 7.295$ 94.19 $ 52.99 $ 21.91 " 12.77 # 11.33 # 4.421$ 3
4 1.211$ 1.166$ 1.273$ 2.742$ 4.991$ 7.334$ 90.30 $ 83.38 $ 20.17 " 12.19 # 8.974# 4.019$ 4
5 1.162$ 1.194$ 1.200$ 4.729$ 4.941$ 39.55 $ 37.63 $ 50.52 $ 28.10 $ 14.03 # 8.051# 3.815$ 5
6 1.103$ 1.049$ 1.082$ 4.928$ 4.944$ 39.34 " 25.80 " 38.46 " 294.1 $ 13.95 # 11.30 # 3.661$ 6
7 1.038$ 1.034$ 0.942$ 4.996$ 5.025$ 24.18 # 42.90 $ 38.50 " 197.5 $ 12.96 # 13.07 # 3.467$ 7
8 1.032$ 1.200$ 0.844$ 16.79 $ 5.006$ 15.94 # 43.20 $ 31.25 " 570.2 $ 12.03 # 12.14 # 3.269$ 8
9 0.960$ 1.166$ 0.976$ 27.82 # 4.837$ 12.14 # 28.28 " 25.66 " 370.2 $ 11.37 # 9.979# 3.350$ 9
10 0.889$ 1.118$ 1.476$ 14.23 # 4.739$ 11.09 # 19.28 # 33.92 " 325.3 $ 10.80 # 8.239$ 3.274$ 10
11 0.943$ 1.112$ 1.697$ 10.13 # 4.704$ 28.64 # 15.08 # 27.56 " 147.1 $ 10.16 # 6.995$ 3.127$ 11
12 0.979$ 1.150$ 1.766$ 7.858$ 4.630$ 29.91 " 19.32 # 23.45 " 91.42 $ 9.585# 6.226$ 2.987$ 12
13 1.086$ 1.221$ 34.95 $ 7.149$ 4.587$ 21.88 " 27.46 " 18.92 # 53.72 $ 9.011# 5.739$ 2.922$ 13
14 1.180$ 1.358$ 235.6 $ 15.74 # 4.413$ 17.08 # 26.03 " 33.02 $ 51.94 $ 8.424# 5.536$ 2.776$ 14
15 1.200$ 1.543$ 117.9 # 13.43 # 4.569$ 13.98 # 21.43 # 26.54 " 95.09 $ 8.053# 5.682$ 2.676$ 15
16 1.152$ 1.378$ 45.69 $ 11.65 # 4.619$ 12.60 # 30.56 # 22.48 " 84.47 $ 7.721# 5.496$ 2.676$ 16
17 1.092$ 1.125$ 15.62 # 9.543# 4.534$ 11.28 # 21.60 # 18.58 # 69.20 $ 7.400$ 5.269$ 2.615$ 17
18 1.478$ 1.025$ 9.987# 8.456# 4.385$ 10.76 # 18.04 # 16.34 # 59.07 $ 6.803$ 5.001$ 2.509$ 18
19 1.468$ 1.313$ 7.401$ 7.788$ 4.227$ 10.65 # 17.30 # 37.65 $ 50.54 $ 6.427$ 4.844$ 2.419$ 19
20 1.315$ 2.257$ 6.357$ 7.188$ 4.137$ 10.37 # 31.81 $ 52.20 $ 43.52 $ 8.637$ 8.922$ 2.347$ 20
21 1.228$ 2.413$ 5.197$ 6.710$ 4.114$ 14.85 # 111.3 $ 41.88 $ 36.13 " 11.97 # 15.43 # 2.362$ 21
22 1.279$ 2.372$ 4.547$ 6.091$ 4.237$ 40.76 $ 57.09 $ 28.08 " 29.14 " 16.03 # 18.84 # 2.466$ 22
23 1.457$ 2.126$ 4.111$ 5.513$ 6.369$ 91.32 $ 31.30 " 24.94 " 24.10 " 13.87 # 21.06 " 2.741$ 23
24 1.562$ 1.794$ 3.789$ 6.435$ 9.515# 51.32 $ 110.1 $ 30.27 " 21.34 " 11.12 # 23.32 " 2.601$ 24
25 1.530$ 1.609$ 3.580$ 7.371$ 12.71 # 26.93 " 84.62 $ 38.03 " 18.72 # 11.93 # 18.73 # 2.494$ 25
26 1.716$ 1.376$ 3.393$ 7.465$ 14.33 # 18.21 # 41.88 $ 172.0 $ 16.45 # 12.25 # 13.74 # 2.325$ 26
27 1.786$ 1.257$ 3.174$ 8.524# 12.92 # 14.38 # 27.38 " 96.06 " 14.87 # 10.67 # 10.18 # 2.009$ 27
28 1.680$ 1.168$ 2.963$ 7.921$ 10.51 # 12.17 # 87.04 $ 80.94 $ 14.44 # 9.219# 8.200# 1.853$ 28
29 1.636$ 2.832$ 7.103$ 8.799# 10.96 # 172.0 $ 72.92 $ 18.09 # 7.892$ 7.315$ 1.804$ 29
30 1.526$ 2.735$ 6.560$ 7.825$ 10.22 # 105.7 # 46.11 $ 18.24 # 7.520$ 6.448$ 1.825$ 30
31 1.358$ 2.563$ 7.153$ 49.89 $ 35.58 " 7.336$ 1.720$ 31
Mean 1.278$ 1.395$ 17.01 $ 8.396$ 6.270$ 20.98 $ 48.63 $ 44.15 $ 94.57 $ 10.73 $ 10.35 $ 2.936$
Median 1.211$ 1.203$ 2.963$ 7.279$ 4.944$ 14.18 $ 31.30 $ 35.58 $ 39.82 $ 10.80 $ 8.948$ 2.676$
Maximum 1.786$ 2.413$ 235.6 $ 27.82 $ 14.33 $ 91.32 $ 172.0 $ 172.0 $ 570.2 $ 16.32 $ 23.32 $ 5.604$
Minimum 0.889$ 1.025$ 0.844$ 2.283$ 4.114$ 7.111$ 9.383$ 16.34 $ 14.44 $ 6.427$ 4.844$ 1.720$
Total 39.62 $ 39.07 $ 527.4 $ 251.9 $ 194.4 $ 629.5 $1507 $1369 $2837 $ 332.6 $ 310.5 $ 91.03 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.27 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.051$ # ... Relative Uncertainty +/-15%
Annual Total 8129 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 570.2 $ 0.844$
Department of Water and Environmental Regulation HYDAY V146 Output 19/05/2026
Site 602015 Mill Brook - Warren Rd 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 1.665$ 1.936$ 1.448$ 7.806$ 11.37 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 1.697$ 1.814$ 1.420$ 5.943$ 12.81 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 1.714$ 1.775$ 1.510$ 5.056$ 14.49 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 1.682$ 2.002$ 1.507$ 4.795$ 13.13 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 1.589$ 2.281$ 1.418$ 4.788$ 11.65 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 1.525$ 2.138$ 1.387$ 4.960$ 10.42 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 1.506$ 2.049$ 1.422$ 4.785$ 10.04 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 1.488$ 1.988$ 1.470$ 4.603$ 9.819# [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 1.477$ 1.925$ 1.661$ 4.922$ 9.128# [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 1.500$ 1.862$ 1.797$ 5.050$ 8.528# [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 1.518$ 1.956$ 1.947$ 5.141$ 7.969# [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 1.505$ 1.904$ 2.097$ 5.323$ 7.321$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 1.500$ 1.965$ 2.184$ 5.423$ 6.800$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 1.664$ 2.039$ 2.441$ 5.407$ 6.889$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 1.717$ 2.110$ 2.718$ 5.375$ 9.930$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 1.691$ 2.495$ 3.085$ 5.460$ 11.59 # [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 1.616$ 2.553$ 3.162$ 5.373$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 1.519$ 2.218$ 2.845$ 5.197$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 1.341$ 1.942$ 2.540$ 5.163$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 1.260$ 1.697$ 2.483$ 5.040$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 1.196$ 1.669$ 2.489$ 5.963$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 1.141$ 1.483$ 2.356$ 6.690$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 1.127$ 1.387$ 2.286$ 6.633$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 1.166$ 1.358$ 2.288$ 6.871$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 1.168$ 1.324$ 2.239$ 6.459$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 1.264$ 1.259$ 2.232$ 6.167$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 1.487$ 1.253$ 2.299$ 6.229$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 1.726$ 1.334$ 20.33 $ 7.556$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 1.695$ 26.37 $ 7.512$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 1.641$ 18.72 # 8.156# [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 1.764$ 12.16 # [ ] [ ] [ ] [ ] [ ] 31
Mean 1.502$ 1.847$ 4.333$ 5.795$ 10.12 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 1.518$ 1.931$ 2.286$ 5.391$ 9.984$ [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 1.764$ 2.553$ 26.37 $ 8.156$ 14.49 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 1.127$ 1.253$ 1.387$ 4.603$ 6.800$ [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 46.55 $ 51.71 $ 134.3 $ 173.8 $ 161.9 $ [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 0 0 0 15 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 4.179$ # ... Relative Uncertainty +/-15%
Ann. Median 2.201$ $ ... Relative Uncertainty +/-20%
Annual Total 568.3 $ [ ... Not Available
Missing Days 229
Maximum Minimum
Daily 26.37 $ 1.127$