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Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 1999
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] 0.006& 0.002& 22.54 " 117.6 " 125.4 " 231.3 & 180.3 & 20.59 " 0.152& 1
2 [ ] [ ] [ ] 0.001& 0.000& 12.44 " 93.76 " 103.4 " 263.1 & 153.7 & 11.08 " 0.160& 2
3 [ ] [ ] [ ] 0.000& 0.000& 23.95 " 87.24 " 88.98 " 540.2 & 114.5 " 6.918& 0.140& 3
4 [ ] [ ] [ ] 0.000" 0.000" 26.05 " 514.3 & 80.96 " 598.1 & 91.74 " 4.978& 0.132& 4
5 [ ] [ ] [ ] 0.000" 0.003& 10.39 " 746.0 & 73.19 " 421.3 & 83.09 " 4.152& 0.101& 5
6 [ ] [ ] [ ] 0.000& 0.095& 11.95 & 501.9 & 105.7 " 317.2 & 82.49 " 3.181& 0.083& 6
7 [ ] [ ] [ ] 0.000& 0.125& 14.44 & 313.7 & 142.3 " 267.0 & 136.6 & 2.455& 0.131& 7
8 [ ] [ ] [ ] 0.001& 0.131& 15.36 " 224.4 & 108.3 " 241.2 & 378.0 & 2.044& 0.243& 8
9 [ ] [ ] [ ] 0.056& 0.092& 15.85 " 170.4 & 102.1 " 203.1 & 515.1 & 1.797& 0.200& 9
10 [ ] [ ] [ ] 0.008& 0.059& 14.95 " 144.9 & 253.9 & 176.9 & 355.6 & 1.550& 0.122& 10
11 [ ] [ ] [ ] 0.001& 0.144& 77.23 " 120.9 " 533.4 & 224.5 & 244.5 & 1.356& 0.083& 11
12 [ ] [ ] [ ] 0.000& 0.294& 108.6 " 98.79 " 423.0 & 227.3 & 183.8 & 1.247& 0.051& 12
13 [ ] [ ] [ ] 0.000& 0.173& 85.24 " 129.1 & 275.6 & 228.7 & 230.2 & 1.166& 0.196& 13
14 [ ] [ ] [ ] 1.221& 0.182& 82.27 " 215.9 & 214.8 & 478.1 & 834.7 & 1.008& 0.292& 14
15 [ ] [ ] [ ] 0.350& 0.164& 79.17 " 221.1 & 193.9 & 529.6 & 663.5 & 0.857& 0.254& 15
16 [ ] [ ] [ ] 0.090& 0.147& 74.57 " 387.3 & 211.1 & 386.8 & 523.4 & 0.745& 0.211& 16
17 [ ] [ ] [ ] 0.031& 0.136& 78.72 & 394.4 & 318.1 & 281.8 & 400.1 & 0.703& 0.191& 17
18 [ ] [ ] [ ] 0.006& 0.154& 288.1 & 267.4 & 530.7 & 229.0 & 295.3 & 0.665& 0.230& 18
19 [ ] [ ] [ ] 0.001& 0.213& 285.4 & 220.7 & 543.3 & 194.2 & 231.2 & 0.643& 0.201& 19
20 [ ] [ ] [ ] 0.000& 0.328& 198.3 & 185.1 & 362.9 & 169.9 & 191.3 & 0.625& 0.949& 20
21 [ ] [ ] [ ] 0.000" 0.476& 138.8 & 152.0 & 263.0 & 162.8 & 148.7 & 0.546& 0.486& 21
22 [ ] [ ] [ ] 0.000" 0.669& 117.6 & 123.5 " 208.8 & 147.9 & 113.8 " 0.464& 0.277& 22
23 [ ] [ ] 0.034& 0.000" 0.548& 285.7 & 102.2 " 172.3 & 131.1 " 95.98 " 0.392& 0.286& 23
24 [ ] [ ] 0.277& 0.105& 0.383& 206.1 & 90.52 " 352.5 & 114.3 " 90.48 " 0.370& 0.301& 24
25 [ ] [ ] 0.343& 0.182& 0.336& 165.9 & 86.73 " 553.7 & 96.90 " 81.97 " 0.316& 0.260& 25
26 [ ] [ ] 0.273& 0.363& 0.471& 302.7 & 151.2 & 503.8 & 92.39 " 72.60 " 0.280& 0.237& 26
27 [ ] [ ] 0.033& 0.473& 17.06 & 243.7 & 151.5 & 363.5 & 124.2 & 62.51 " 0.244& 0.236& 27
28 [ ] [ ] 0.051& 0.233& 83.54 " 215.9 & 212.6 & 341.9 & 179.9 & 53.29 " 0.213& 0.237& 28
29 [ ] 0.025& 0.056& 54.40 " 225.8 & 255.9 & 491.7 & 158.2 & 44.40 " 0.183& 0.253& 29
30 [ ] 0.015& 0.011& 30.38 " 157.1 & 195.8 & 411.4 & 146.9 & 38.15 " 0.166& 0.242& 30
31 [ ] 0.016& 11.87 " 153.5 & 288.7 & 29.73 " 0.236& 31
Mean [ ] [ ] 0.119& 0.107& 6.534& 119.5 & 220.3 & 282.0 & 252.1 & 216.8 & 2.364& 0.231&
Median [ ] [ ] 0.034& 0.004& 0.173& 83.75 & 170.4 & 263.0 & 225.9 & 148.7 & 0.801& 0.230&
Maximum [ ] [ ] 0.343& 1.221& 83.54 & 302.7 & 746.0 & 553.7 & 598.1 & 834.7 & 20.59 & 0.949&
Minimum [ ] [ ] 0.015& 0.000& 0.000& 10.39 & 86.73 & 73.19 & 92.39 & 29.73 & 0.166& 0.051&
Total [ ] [ ] 1.067& 3.195& 202.6 &3585 &6830 &8742 &7564 &6721 & 70.93 & 7.171&
Missing Days 31 28 22 0 0 0 0 0 0 0 0 0
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 118.8 & " ... Relative Uncertainty +/-10%
Ann. Median 48.84 & & ... Relative Uncertainty +/-30%
Annual Total 33727 & [ ... Not Available
Missing Days 81
Maximum Minimum
Daily 834.7 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2000
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.493& 1.269& 0.924& 0.100& 0.693& 4.650& 133.9 & 160.0 & 463.2 & 43.13 " 5.658& 4.301& 1
2 0.786& 0.973& 0.873& 0.103& 0.382& 4.675& 454.7 & 263.7 & 393.1 & 39.27 " 5.476& 4.130& 2
3 0.726& 1.019& 0.932& 0.129& 0.285& 4.773& 240.6 & 357.8 & 346.4 & 34.65 " 5.314& 4.042& 3
4 0.752& 1.000& 0.930& 0.087& 0.221& 4.678& 657.3 & 261.5 & 294.1 & 31.86 " 5.167& 4.005& 4
5 0.489& 0.995& 0.877& 0.061& 0.175& 4.707& 612.8 & 344.4 & 265.8 & 30.52 " 4.954& 4.042& 5
6 0.481& 0.819& 0.878& 0.085& 0.149& 4.750& 295.0 & 768.4 & 487.3 & 29.66 " 4.806& 3.984& 6
7 0.517& 0.564& 0.877& 0.052& 0.126& 4.604& 274.6 & 680.2 & 546.1 & 27.43 " 4.823& 3.792& 7
8 0.939& 0.541& 0.935& 0.042& 0.191& 4.573& 236.3 & 501.2 & 384.1 & 29.64 " 5.359& 3.751& 8
9 1.584& 0.642& 0.869& 0.028& 0.213& 4.545& 163.5 & 348.3 & 279.1 & 28.83 " 6.200& 3.773& 9
10 1.261& 0.761& 8.012& 0.065& 0.167& 4.662& 287.0 & 261.8 & 220.4 & 26.25 " 6.238& 4.359& 10
11 0.852& 0.775& 1.105& 0.079& 0.181& 4.798& 530.3 & 215.7 & 186.3 & 24.92 " 6.043& 4.337& 11
12 0.907& 0.737& 0.275& 0.052& 0.299& 4.979& 367.6 & 182.1 & 161.5 & 22.65 " 5.530& 4.357& 12
13 0.896& 0.728& 0.074& 0.041& 0.766& 5.270& 327.8 & 152.3 & 175.8 & 21.83 " 5.447& 4.274& 13
14 0.996& 0.813& 0.020& 0.046& 0.747& 8.200& 384.2 & 138.4 " 170.7 & 20.31 " 5.392& 4.937& 14
15 1.335& 0.790& 0.007& 0.086& 0.669& 13.79 " 477.8 & 138.9 & 154.1 & 18.25 " 4.867& 7.366" 15
16 1.656& 0.757& 0.046& 0.066& 0.548& 13.53 " 428.6 & 277.2 & 119.1 " 14.95 " 4.488& 6.919& 16
17 1.716& 0.666& 0.044& 0.102& 0.463& 8.161" 645.7 & 344.3 & 101.3 " 14.36 " 4.358& 6.086& 17
18 0.422& 0.729& 0.043& 0.047& 0.423& 6.802& 866.0 & 249.0 & 91.74 " 13.38 " 4.356& 6.349& 18
19 0.161& 0.890& 0.109& 0.033& 0.392& 18.30 " 598.8 & 193.8 & 91.69 " 11.68 " 4.244& 6.436& 19
20 0.055& 0.907& 0.189& 0.041& 0.375& 37.50 " 414.3 & 170.1 & 90.85 " 10.25 " 4.043& 6.238& 20
21 0.027& 0.929& 0.202& 0.084& 0.345& 40.74 " 362.9 & 154.4 & 85.24 " 9.084" 3.835& 6.309& 21
22 0.716& 0.908& 0.260& 0.013& 0.326& 27.29 " 350.7 & 144.7 # 78.40 " 8.237" 3.834& 6.408& 22
23 1.142& 0.944& 0.224& 0.016& 0.325& 17.90 " 310.7 & 137.1 # 71.27 " 7.569" 3.746& 6.525& 23
24 0.423& 0.971& 0.049& 0.022& 0.315& 20.68 " 243.0 & 154.7 & 64.69 " 7.079" 3.643& 6.458& 24
25 0.159& 0.978& 0.012& 0.044& 0.315& 30.09 " 193.1 & 167.7 & 58.29 " 6.779" 3.578& 6.477& 25
26 0.103& 0.955& 0.146& 0.299& 2.565& 40.38 " 160.3 & 194.4 & 53.72 " 6.578& 3.522& 5.957& 26
27 0.566& 0.978& 0.194& 0.649& 4.735& 32.75 " 125.7 " 224.0 & 53.27 " 6.193& 3.655& 5.915& 27
28 0.853& 0.969& 0.132& 1.363& 4.810& 25.33 " 136.0 & 214.5 & 52.13 " 5.929& 3.705& 5.809& 28
29 1.025& 0.910& 0.091& 1.452& 4.764& 19.43 " 177.0 & 253.5 & 48.75 " 5.824& 4.033& 5.883& 29
30 1.278& 0.115& 1.116& 4.689& 15.00 " 150.6 & 310.3 & 46.71 " 6.262& 4.398& 6.045& 30
31 1.418& 0.109& 4.699& 135.5 " 400.2 & 6.137& 6.037& 31
Mean 0.798& 0.859& 0.631& 0.213& 1.140& 14.58 & 346.5 & 269.8 & 187.8 & 18.37 & 4.690& 5.332&
Median 0.786& 0.907& 0.194& 0.066& 0.375& 8.181& 310.7 & 224.0 & 136.6 & 14.95 & 4.647& 5.883&
Maximum 1.716& 1.269& 8.012& 1.452& 4.810& 40.74 & 866.0 & 768.4 & 546.1 & 43.13 & 6.238& 7.366&
Minimum 0.027& 0.541& 0.007& 0.013& 0.126& 4.545& 125.7 & 137.1 & 46.71 & 5.824& 3.522& 3.751&
Total 24.73& 24.92& 19.55& 6.40& 35.35& 437.5 &10742 & 8365 & 5635 & 569.5 & 140.7 & 165.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 71.49 & " ... Relative Uncertainty +/-10%
Ann. Median 4.703& # ... Relative Uncertainty +/-15%
Annual Total 26166 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 866.0 & 0.007&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.893& 7.610" 6.831& 4.761& 3.723& 7.696" 5.444& 7.055" 25.16 " 53.73 " 4.095& 6.223& 1
2 5.968& 7.405" 6.801" 4.760& 3.694& 6.805& 5.717& 6.888" 22.65 " 43.27 " 4.050& 5.395& 2
3 6.032& 6.460& 6.419& 4.763& 3.059& 6.249& 6.379& 6.830" 20.99 " 33.75 " 3.942& 4.741& 3
4 6.015& 6.183& 6.255& 4.586& 2.830& 5.984& 6.533& 7.810" 23.77 " 26.92 " 3.937& 5.281& 4
5 5.850& 6.266& 6.109& 4.717& 2.989& 5.839& 6.479& 8.558" 24.03 " 21.06 " 3.872& 5.293& 5
6 6.003& 6.416& 6.071& 4.828& 6.738& 6.713& 6.288& 14.50 " 30.43 " 15.17 " 3.698& 5.124& 6
7 6.247& 6.501& 6.097& 4.817& 13.30 " 6.354& 6.089& 23.92 " 35.43 " 10.90 " 3.627& 5.330& 7
8 6.415& 6.339& 6.284& 4.836& 6.720& 5.743& 7.243& 23.08 " 32.35 " 9.095" 3.527& 4.933& 8
9 6.372& 7.193& 6.148& 4.825& 6.446& 5.677& 16.79 " 62.57 " 39.35 " 12.42 " 3.432& 4.541& 9
10 6.460& 8.326" 6.000& 4.901& 5.625& 5.706& 15.69 " 71.23 " 45.32 " 12.94 " 3.298& 4.183& 10
11 6.165& 7.567& 6.048& 4.911& 5.408& 5.777& 9.638" 49.67 " 37.85 " 10.56 " 3.171& 3.842& 11
12 6.166& 6.656& 6.475& 4.765& 5.551& 6.023& 8.021" 41.32 " 30.85 " 8.159" 3.021& 3.539& 12
13 6.128& 6.579& 6.441& 4.784& 5.406& 6.139& 8.047" 33.96 " 28.88 " 7.309" 3.030& 3.296& 13
14 6.075& 6.506& 6.758& 4.847& 5.440& 5.947& 7.589" 36.32 " 28.73 " 7.058" 2.942& 3.080& 14
15 6.180& 6.547& 6.920" 4.970& 5.084& 5.755& 6.875" 47.71 " 23.49 " 6.762" 2.875& 2.841& 15
16 6.182& 8.285& 6.771" 4.940& 4.839& 5.657& 6.478& 49.89 " 21.17 " 6.607& 2.818& 2.677& 16
17 6.077& 9.945" 6.612" 5.004& 4.727& 5.580& 6.163& 41.89 " 20.25 " 6.303& 2.729& 2.442& 17
18 5.896& 8.552" 6.461& 4.732& 4.489& 5.688& 5.928& 34.32 " 18.02 " 6.102& 2.761& 2.380& 18
19 5.941& 7.691" 6.320& 4.536& 4.325& 5.715& 5.819& 29.36 " 15.29 " 5.893& 3.406& 2.415& 19
20 5.878& 7.556" 6.125& 4.371& 4.417& 5.657& 5.818& 25.66 " 13.10 " 5.727& 3.989& 2.376& 20
21 6.025& 7.424" 5.578& 4.467& 4.808& 5.539& 6.058& 22.38 " 11.26 " 5.615& 4.193& 2.244& 21
22 6.031& 7.464" 5.581& 4.261& 5.022& 5.379& 6.180& 19.25 " 24.88 " 5.645& 3.915& 2.328& 22
23 6.088& 7.252" 5.570& 4.216& 5.086& 5.276& 6.291& 19.92 " 36.88 " 5.493& 3.815& 2.495& 23
24 5.967& 7.129" 5.558& 4.230& 5.197& 5.361& 6.121& 36.01 " 31.91 " 5.316& 3.830& 2.620& 24
25 6.056& 7.463" 5.609& 4.231& 5.407& 5.292& 5.930& 34.17 " 24.66 " 5.104& 3.644& 3.167& 25
26 6.051& 7.477" 5.650& 3.877& 5.371& 5.250& 5.736& 29.15 " 18.65 " 4.909& 3.438& 3.498& 26
27 6.076& 7.372" 5.486& 3.795& 5.328& 5.288& 5.666& 24.45 " 14.15 " 4.812& 3.208& 3.533& 27
28 6.100& 7.159" 4.846& 3.777& 5.218& 5.205& 5.796& 20.68 " 14.49 " 4.703& 2.958& 3.807& 28
29 6.088& 4.752& 3.691& 5.310& 5.204& 5.990& 20.99 " 47.16 " 4.544& 2.801& 3.764& 29
30 6.086& 4.642& 3.723& 6.032& 5.289& 6.402& 30.62 " 65.94 " 4.387& 4.750& 4.170& 30
31 6.283& 4.720& 7.309& 7.134" 28.82 " 4.209& 4.727& 31
Mean 6.090& 7.262& 5.998& 4.531& 5.319& 5.793& 7.107& 29.32 " 27.57 " 11.76 & 3.492& 3.751&
Median 6.076& 7.312& 6.109& 4.746& 5.218& 5.697& 6.288& 28.82 " 24.77 " 6.607& 3.483& 3.539&
Maximum 6.460& 9.945& 6.920& 5.004& 13.30 & 7.696& 16.79 & 71.23 " 65.94 " 53.73 & 4.750& 6.223&
Minimum 5.850& 6.183& 4.642& 3.691& 2.830& 5.204& 5.444& 6.830" 11.26 " 4.209& 2.729& 2.244&
Total 188.8 & 203.3 & 185.9 & 135.9 & 164.9 & 173.8 & 220.3 & 909.0 " 827.1 " 364.5 & 104.8 & 116.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 9.848& " ... Relative Uncertainty +/-10%
Ann. Median 6.023& & ... Relative Uncertainty +/-30%
Annual Total 3595 &
Maximum Minimum
Daily 71.23 & 2.244&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.669& 6.658" 6.413& 4.733& 2.095& 3.490& 113.9 # 88.56 " 229.7 & 39.16 " 29.24 " 3.261& 1
2 4.590& 6.473& 6.516& 4.342& 2.261& 4.143& 108.8 # 90.86 " 318.7 & 35.50 " 36.49 " 3.252& 2
3 4.731& 6.641" 6.650& 3.566& 2.377& 5.334& 88.40 " 84.22 " 280.7 & 32.60 " 31.50 " 3.260& 3
4 4.702& 6.711" 6.573& 3.570& 2.637& 9.277& 83.20 " 128.7 & 211.6 & 30.20 " 25.82 " 3.186& 4
5 5.193& 6.651& 6.433& 3.667& 2.719& 15.16 " 92.62 " 324.6 & 167.6 & 31.88 " 16.39 " 3.091& 5
6 5.429& 6.680& 6.615& 3.783& 3.219& 14.53 " 83.71 " 258.5 & 135.6 " 63.41 " 11.03 " 3.134& 6
7 5.184& 6.601& 6.377& 3.971& 3.495& 11.25 " 143.6 & 184.6 & 110.6 " 66.97 " 8.283" 3.174& 7
8 5.009& 6.590& 6.342& 4.167& 3.958& 8.073" 204.2 & 148.7 & 92.84 " 55.55 " 7.096" 3.256& 8
9 4.777& 6.776& 6.257& 3.921& 4.564& 7.031" 160.2 & 160.9 & 86.21 " 43.67 " 6.354& 2.861& 9
10 4.764& 6.867" 6.223& 3.794& 4.048& 6.492& 170.7 & 190.6 & 80.52 " 36.73 " 5.993& 2.903& 10
11 4.822& 6.814& 6.196& 3.261& 5.816& 6.192& 328.6 & 177.8 & 73.44 " 33.22 " 6.048& 2.799& 11
12 5.021& 6.827" 6.210& 2.821& 5.976& 6.066& 512.4 & 143.0 & 65.85 " 29.99 " 5.690& 3.787& 12
13 5.067& 6.938" 6.034& 2.556& 7.457& 12.39 & 421.1 & 117.5 " 61.06 " 26.56 " 5.226& 3.792& 13
14 4.997& 6.918" 5.875& 2.478& 7.279" 46.68 " 294.9 & 98.62 " 88.37 & 24.96 " 4.933& 3.875& 14
15 5.141& 7.122" 5.967& 2.275& 6.678& 54.97 " 272.3 & 141.3 & 254.7 & 22.45 " 4.659& 5.231$ 15
16 4.916& 8.259" 5.982& 2.899& 6.031& 41.63 " 193.5 & 139.1 & 238.2 & 24.66 " 4.762$ 6.287$ 16
17 5.053& 8.091" 5.943& 5.381& 5.477& 28.49 " 143.6 & 107.9 " 163.8 & 35.59 " 5.011$ 6.369$ 17
18 5.156& 7.725" 5.502& 4.892& 5.045& 24.55 " 179.6 & 90.28 " 123.2 " 79.91 " 4.612$ 6.494$ 18
19 4.979& 7.741" 5.425& 3.553& 4.758& 41.47 # 272.8 & 81.95 " 102.3 " 81.64 " 4.376$ 6.455$ 19
20 4.848& 7.547" 5.210& 2.927& 4.565& 57.16 # 200.7 & 74.59 " 92.96 " 59.29 " 4.211& 6.438$ 20
21 4.800& 7.067" 5.212& 2.540& 4.401& 53.05 # 156.6 & 68.47 " 86.35 " 43.12 " 4.034& 6.451$ 21
22 4.842& 6.884& 5.401& 2.376& 4.218& 44.03 # 128.7 " 64.38 " 82.88 " 35.59 " 3.952& 6.527$ 22
23 4.838& 6.602& 5.287& 2.280& 4.138& 37.65 # 96.42 " 60.40 " 82.89 " 31.52 " 3.954& 6.597$ 23
24 5.114& 6.518& 4.881& 2.225& 3.964& 41.88 # 107.6 " 57.82 " 76.75 " 28.59 " 3.986& 6.706$ 24
25 5.277& 6.947" 4.663& 2.223& 3.911& 48.92 # 146.3 " 61.09 " 69.66 " 22.76 " 3.901& 6.545$ 25
26 5.548& 6.917" 4.471& 2.263& 3.817& 52.38 # 128.3 " 72.29 " 67.93 " 17.55 " 3.867& 6.596$ 26
27 6.230& 6.377& 4.171& 2.241& 3.757& 59.15 # 108.9 # 95.05 " 62.05 " 15.88 " 3.749& 6.450$ 27
28 6.717& 6.316& 4.214& 2.190& 3.685& 63.76 # 92.75 # 83.21 " 54.99 " 20.01 " 3.614& 6.199$ 28
29 6.891" 4.184& 2.113& 3.621& 78.74 # 85.03 # 76.63 " 51.57 " 25.98 " 3.473& 5.721$ 29
30 6.866" 4.352& 2.081& 3.557& 88.17 # 89.60 # 84.97 " 45.54 " 24.38 " 3.380& 5.832$ 30
31 6.866" 4.550& 3.437& 87.77 " 118.8 " 19.94 " 5.819$ 31
Mean 5.259& 6.938& 5.617& 3.170& 4.289& 32.40 & 170.9 & 118.6 & 122.0 & 36.75 " 8.854& 4.914&
Median 5.021& 6.821& 5.943& 2.913& 3.964& 33.07 & 143.6 & 95.05 & 87.36 & 31.88 " 4.848& 5.721&
Maximum 6.891& 8.259& 6.650& 5.381& 7.457& 88.17 & 512.4 & 324.6 & 318.7 & 81.64 " 36.49 & 6.706&
Minimum 4.590& 6.316& 4.171& 2.081& 2.095& 3.490& 83.20 & 57.82 & 45.54 & 15.88 " 3.380& 2.799&
Total 163.0 & 194.3 & 174.1 & 95.09 & 133.0 & 972.1 &5297 &3675 &3659 &1139 " 265.6 & 152.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 43.62 & " ... Relative Uncertainty +/-10%
Ann. Median 6.651& # ... Relative Uncertainty +/-15%
Annual Total 15920 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 512.4 & 2.081&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.865$ 6.814$ 6.533$ 4.790& 2.508& 9.180$ 64.62 $ 111.3 # 37.18 $ 125.7 # 9.947$ 3.802& 1
2 5.824$ 6.959$ 6.630$ 3.793& 2.368& 9.112$ 45.84 $ 101.7 $ 30.26 $ 108.6 # 9.193$ 3.667& 2
3 5.655$ 7.039$ 6.433$ 3.603& 2.234& 8.745$ 72.54 $ 623.8 & 27.64 $ 95.63 $ 8.791$ 3.557& 3
4 6.112$ 6.913$ 5.884$ 3.476& 2.180& 8.084$ 151.6 # 492.8 & 63.94 $ 81.29 $ 8.511$ 3.465& 4
5 6.098$ 6.965$ 5.999$ 3.416& 2.503& 7.681$ 253.8 # 302.0 & 57.11 $ 64.81 $ 8.441$ 3.385& 5
6 6.376$ 6.823$ 5.951$ 3.333& 2.680& 7.362$ 281.9 # 232.0 # 41.18 $ 47.93 $ 7.997$ 3.261& 6
7 6.314$ 6.717$ 6.523$ 3.083& 2.459& 7.178$ 199.9 # 184.3 # 33.51 $ 36.46 $ 7.710$ 3.194& 7
8 6.379$ 6.834$ 6.616$ 2.745& 2.450& 7.053$ 141.6 # 148.1 # 34.81 $ 28.65 $ 7.385$ 3.079& 8
9 6.910$ 6.634$ 6.707$ 2.692& 2.447& 6.966$ 146.0 # 124.0 # 53.21 $ 24.86 $ 7.130$ 3.028& 9
10 6.982$ 6.624$ 6.627$ 2.811& 2.379& 7.052$ 272.8 & 114.9 # 134.4 $ 21.37 $ 7.008$ 2.965& 10
11 6.775$ 6.633$ 6.648$ 3.246& 2.277& 7.143$ 372.1 & 202.9 # 213.4 # 18.09 $ 6.896$ 4.336& 11
12 6.960$ 6.914$ 6.669$ 3.541& 2.600& 6.968$ 253.3 # 188.0 # 198.0 # 17.31 $ 6.530$ 6.553$ 12
13 7.081$ 7.017$ 6.760$ 4.151& 3.243& 6.770$ 182.6 # 144.9 # 181.3 # 39.29 $ 6.509$ 6.766$ 13
14 7.024$ 6.811$ 6.701$ 3.808& 3.424& 6.765$ 206.8 # 118.4 # 150.5 # 44.74 $ 6.234$ 6.751$ 14
15 6.916$ 6.702$ 6.535$ 3.231& 3.412& 6.662$ 182.4 # 103.0 $ 119.4 # 34.60 $ 5.516$ 5.842$ 15
16 6.928$ 7.468$ 6.366$ 2.870& 7.124& 6.668$ 139.6 # 111.3 # 97.11 $ 25.55 $ 5.115$ 5.892$ 16
17 7.064$ 6.708$ 6.382$ 2.572& 9.560$ 6.668$ 111.8 # 102.1 $ 79.83 $ 21.82 $ 4.946$ 5.833$ 17
18 7.336$ 5.435$ 6.605$ 2.977& 9.364$ 6.571$ 94.54 $ 82.92 $ 65.22 $ 18.76 $ 5.432$ 5.621$ 18
19 7.508$ 4.363& 6.133$ 3.661& 7.951$ 6.480$ 79.48 $ 70.02 $ 62.84 $ 16.81 $ 6.126$ 5.582$ 19
20 7.746$ 3.689& 5.865$ 3.750& 7.099$ 6.443$ 77.89 $ 65.74 $ 181.1 $ 15.80 $ 6.295$ 5.667$ 20
21 7.471$ 3.265& 6.081$ 3.035& 9.338$ 6.434$ 71.49 $ 76.76 $ 291.2 & 14.48 $ 5.989$ 5.669$ 21
22 7.341$ 3.177& 5.675$ 2.913& 12.77 $ 6.490$ 80.60 $ 191.2 # 446.6 & 12.82 $ 5.634$ 5.101$ 22
23 7.404$ 5.243& 5.642$ 2.947& 12.48 $ 6.107$ 65.20 $ 176.3 # 455.0 & 11.89 $ 5.234$ 4.493$ 23
24 7.413$ 5.650$ 5.851$ 2.994& 9.280$ 5.879$ 51.48 $ 141.7 # 375.1 & 11.45 $ 4.922$ 4.391$ 24
25 7.202$ 5.797$ 5.707$ 3.119& 7.989$ 11.27 $ 45.25 $ 118.1 # 322.6 # 10.25 $ 5.051$ 4.903$ 25
26 7.112$ 5.849$ 5.185$ 3.044& 7.345$ 34.41 $ 42.34 $ 97.47 $ 264.0 # 9.531$ 4.733$ 5.072$ 26
27 6.888$ 5.826$ 5.059$ 3.215& 7.001$ 83.37 $ 48.27 $ 86.86 $ 209.5 # 9.489$ 4.518$ 5.181$ 27
28 6.839$ 6.350$ 5.027$ 3.013& 6.706$ 132.3 # 39.43 $ 78.60 $ 172.1 # 10.47 $ 4.225& 5.113$ 28
29 6.729$ 5.096$ 2.875& 6.578$ 131.0 # 34.75 $ 70.19 $ 149.0 # 15.31 $ 4.044& 5.616$ 29
30 6.874$ 5.130$ 2.719& 7.006$ 94.83 $ 73.11 $ 54.87 $ 141.5 # 13.73 $ 3.885& 6.114$ 30
31 6.757$ 5.338$ 8.698$ 118.1 # 42.26 $ 11.29 $ 6.227$ 31
Mean 6.835$ 6.115& 6.076$ 3.247& 5.660& 21.92 $ 129.1 & 153.5 & 156.3 & 32.86 $ 6.332& 4.843&
Median 6.916$ 6.668& 6.133$ 3.101& 6.578& 7.053$ 94.54 & 114.9 & 137.9 & 18.76 $ 6.180& 5.101&
Maximum 7.746$ 7.468& 6.760$ 4.790& 12.77 & 132.3 $ 372.1 & 623.8 & 455.0 & 125.7 $ 9.947& 6.766&
Minimum 5.655$ 3.177& 5.027$ 2.572& 2.180& 5.879$ 34.75 & 42.26 & 27.64 & 9.489$ 3.885& 2.965&
Total 211.9 $ 171.2 & 188.4 $ 97.42 & 175.5 & 657.6 $4001 &4758 &4688 &1019 $ 189.9 & 150.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 44.68 & # ... Relative Uncertainty +/-15%
Ann. Median 6.960& $ ... Relative Uncertainty +/-20%
Annual Total 16309 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 623.8 & 2.180&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.299$ 7.336$ 7.529$ 5.863$ 2.393& 5.224$ 136.8 # 83.04 $ 196.7 # 14.33 $ 5.787$ 4.220& 1
2 6.365$ 7.280$ 7.417$ 5.726$ 2.185& 5.072$ 170.6 # 90.17 $ 172.9 # 13.09 $ 5.850$ 4.080& 2
3 6.687$ 7.332$ 7.408$ 5.698$ 2.195& 4.929$ 221.8 # 75.61 $ 147.6 # 12.65 $ 10.11 $ 3.943& 3
4 6.690$ 7.140$ 7.226$ 5.755$ 2.087& 4.986$ 182.1 # 67.08 $ 130.4 # 12.39 $ 9.828$ 3.837& 4
5 6.940$ 7.242$ 7.222$ 5.697$ 2.018& 5.101$ 142.6 # 96.44 $ 125.3 # 11.87 $ 8.191$ 3.810& 5
6 7.340$ 7.362$ 7.256$ 5.750$ 2.056& 6.176$ 119.1 # 139.6 # 123.3 # 13.99 $ 7.358$ 3.774& 6
7 5.700$ 7.398$ 7.182$ 5.866$ 2.129& 27.00 $ 179.7 # 121.0 # 126.7 # 17.66 $ 6.760$ 3.692& 7
8 5.006$ 7.460$ 7.098$ 5.957$ 2.845& 47.08 $ 295.7 # 97.22 $ 116.6 # 16.96 $ 6.394$ 3.496& 8
9 6.090$ 7.335$ 7.155$ 5.774$ 4.325& 32.15 $ 247.5 # 74.36 $ 105.9 $ 16.47 $ 6.664$ 5.073& 9
10 6.378$ 7.417$ 7.069$ 5.936$ 7.096$ 39.48 $ 186.1 # 59.13 $ 92.11 $ 14.38 $ 6.433$ 4.975$ 10
11 6.340$ 7.426$ 7.118$ 5.636$ 8.455$ 207.7 # 149.0 # 65.62 $ 73.83 $ 14.12 $ 7.159$ 5.997$ 11
12 6.346$ 7.256$ 6.876$ 5.544$ 5.744$ 299.9 # 127.3 # 155.2 # 58.90 $ 20.89 $ 7.744$ 6.779$ 12
13 6.191$ 7.105$ 6.956$ 5.162$ 4.440& 261.5 # 109.9 # 159.9 # 48.66 $ 19.60 $ 7.468$ 6.916$ 13
14 6.349$ 7.264$ 6.813$ 5.140$ 3.897& 159.7 # 96.49 $ 148.5 # 42.59 $ 16.31 $ 6.796$ 6.975$ 14
15 6.702$ 7.381$ 6.721$ 5.724$ 3.637& 110.1 $ 82.62 $ 136.3 # 36.54 $ 14.44 $ 6.382$ 7.010$ 15
16 6.903$ 7.457$ 6.732$ 5.602$ 3.690& 114.6 $ 68.66 $ 117.9 # 33.76 $ 13.52 $ 6.410$ 6.836$ 16
17 7.438$ 7.474$ 6.652$ 4.725& 3.883& 276.7 # 57.37 $ 104.5 # 31.04 $ 12.14 $ 5.768$ 6.974$ 17
18 7.537$ 7.650$ 6.634$ 3.907& 7.138$ 202.0 # 47.12 $ 104.3 # 28.13 $ 11.09 $ 5.859$ 7.141$ 18
19 7.444$ 7.813$ 6.601$ 3.995& 9.360$ 135.4 # 40.80 $ 97.37 $ 35.50 $ 10.07 $ 5.493$ 7.093$ 19
20 7.469$ 7.910$ 6.588$ 3.918& 7.544$ 102.7 $ 35.01 $ 105.4 $ 36.32 $ 9.214$ 5.143$ 6.578$ 20
21 7.504$ 7.793$ 6.399$ 4.039& 6.917$ 85.16 $ 94.51 $ 189.3 # 29.01 $ 8.963$ 4.883$ 6.695$ 21
22 7.396$ 7.562$ 6.288$ 4.064& 7.955$ 202.6 $ 211.8 # 192.0 # 25.51 $ 8.914$ 4.491$ 6.866$ 22
23 7.394$ 7.503$ 6.147$ 3.491& 7.526$ 232.8 # 199.2 # 224.9 # 22.23 $ 8.709$ 4.439$ 6.754$ 23
24 7.259$ 7.615$ 6.238$ 3.179& 6.662$ 162.0 # 155.7 # 386.3 & 20.09 $ 8.570$ 4.428& 6.858$ 24
25 7.291$ 7.670$ 6.143$ 3.089& 6.069$ 119.4 # 126.7 # 590.4 & 18.59 $ 8.231$ 4.194& 6.073$ 25
26 7.164$ 7.674$ 5.986$ 2.893& 5.675$ 97.82 $ 106.0 $ 708.3 # 17.87 $ 7.574$ 4.622$ 7.710$ 26
27 7.255$ 7.481$ 5.874$ 2.787& 5.281$ 186.9 $ 95.33 $ 557.8 & 16.57 $ 6.785$ 5.246$ 7.807$ 27
28 7.230$ 7.665$ 5.870$ 2.604& 5.053$ 293.0 # 80.55 $ 415.1 & 15.65 $ 6.482$ 5.262$ 7.536$ 28
29 7.212$ 7.578$ 5.795$ 2.411& 4.883$ 211.2 # 67.38 $ 325.5 & 15.24 $ 6.191$ 4.845$ 7.138$ 29
30 7.391$ 5.793$ 2.476& 4.805$ 165.0 # 67.50 $ 266.5 # 14.10 $ 6.359$ 4.459$ 7.252$ 30
31 7.259$ 5.739$ 4.998$ 57.40 $ 224.7 # 6.021$ 7.268$ 31
Mean 6.857$ 7.468$ 6.662$ 4.614& 4.934& 126.8 $ 127.7 $ 199.3 & 65.26 $ 11.87 $ 6.149& 6.037&
Median 7.164$ 7.457$ 6.721$ 5.151& 4.883& 117.0 $ 119.1 $ 136.3 & 36.43 $ 12.14 $ 5.854& 6.779&
Maximum 7.537$ 7.910$ 7.529$ 5.957& 9.360& 299.9 $ 295.7 $ 708.3 & 196.7 $ 20.89 $ 10.11 & 7.807&
Minimum 5.006$ 7.105$ 5.739$ 2.411& 2.018& 4.929$ 35.01 $ 59.13 & 14.10 $ 6.021$ 4.194& 3.496&
Total 212.6 $ 216.6 $ 206.5 $ 138.4 & 152.9 &3803 $3958 $6180 &1958 $ 368.0 $ 184.5 & 187.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 47.99 & # ... Relative Uncertainty +/-15%
Ann. Median 7.393& $ ... Relative Uncertainty +/-20%
Annual Total 17565 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 708.3 & 2.018&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7.147$ 9.969$ 15.17 $ 27.51 $ 5.143$ 19.70 $ 112.2 # 48.39 $ 114.3 # 183.2 # 28.59 $ 9.771$ 1
2 7.325$ 9.420$ 15.20 $ 22.64 $ 7.388$ 17.95 $ 93.99 $ 81.97 $ 111.1 # 194.5 # 26.73 $ 8.554$ 2
3 7.265$ 10.15 $ 13.63 $ 10.79 $ 15.18 $ 22.53 $ 91.30 $ 91.70 $ 98.20 $ 167.9 # 24.23 $ 7.744$ 3
4 7.323$ 10.13 $ 14.30 $ 9.143$ 15.64 $ 23.89 $ 195.1 # 77.63 $ 102.9 $ 175.7 # 23.21 $ 7.402$ 4
5 6.890$ 9.475$ 14.37 $ 7.098$ 13.29 $ 20.30 $ 170.1 # 72.09 $ 138.4 # 172.3 # 25.89 $ 7.207$ 5
6 7.520$ 9.214$ 14.80 $ 5.704$ 9.937$ 21.63 $ 129.4 # 69.83 $ 539.6 & 263.5 # 26.36 $ 7.461$ 6
7 7.204$ 9.924$ 14.71 $ 4.869$ 8.571$ 45.10 $ 108.1 # 65.00 $ 738.5 # 301.9 # 21.75 $ 7.105$ 7
8 7.411$ 10.07 $ 14.11 $ 4.348& 7.801$ 51.70 $ 94.95 $ 56.92 $ 611.8 $ 242.4 # 23.38 $ 7.012$ 8
9 7.618$ 10.72 $ 14.47 $ 4.208& 7.190$ 98.72 $ 82.18 $ 49.44 $ 437.3 & 215.2 # 22.51 $ 6.869$ 9
10 7.965$ 10.68 $ 15.27 $ 4.079& 6.739$ 203.7 # 71.18 $ 48.47 $ 337.0 & 183.4 # 18.07 $ 6.615$ 10
11 8.146$ 10.46 $ 16.61 $ 4.027& 8.297$ 243.2 # 62.54 $ 53.22 $ 278.7 # 152.0 # 16.36 $ 6.762$ 11
12 8.029$ 11.36 $ 14.83 $ 4.231& 9.222$ 206.7 # 55.95 $ 80.48 $ 260.7 # 138.4 # 14.76 $ 7.087$ 12
13 7.466$ 11.91 $ 14.03 $ 4.212& 11.02 $ 203.9 # 86.38 $ 235.8 # 255.3 # 123.2 # 13.85 $ 7.161$ 13
14 7.742$ 12.70 $ 13.78 $ 3.979& 12.99 $ 186.8 # 123.5 # 288.5 # 249.7 # 112.0 # 13.03 $ 6.895$ 14
15 7.715$ 12.64 $ 13.35 $ 3.733& 17.36 $ 159.9 # 112.8 # 239.7 # 214.5 # 99.98 $ 11.05 $ 6.660$ 15
16 7.520$ 9.367$ 13.48 $ 3.552& 51.84 $ 144.6 # 103.8 $ 291.1 & 184.2 # 87.38 $ 10.05 $ 6.446$ 16
17 7.451$ 10.78 $ 13.96 $ 3.474& 140.8 # 154.1 # 90.28 $ 556.9 & 230.8 # 80.58 $ 9.302$ 6.243$ 17
18 7.869$ 10.87 $ 13.99 $ 3.309& 91.61 $ 142.2 # 78.53 $ 960.6 # 268.5 # 72.64 $ 8.504$ 5.952$ 18
19 8.586$ 10.79 $ 12.41 $ 3.214& 297.7 & 112.4 # 68.53 $ 559.1 & 224.5 # 71.53 $ 8.031$ 5.579$ 19
20 8.261$ 10.63 $ 13.59 $ 3.207& 276.7 & 96.31 $ 62.48 $ 349.6 & 195.3 # 58.70 $ 7.737$ 5.120$ 20
21 8.501$ 10.79 $ 13.51 $ 3.842& 177.0 # 84.12 $ 146.1 $ 286.6 # 184.6 # 54.00 $ 7.361$ 4.787$ 21
22 8.540$ 11.59 $ 12.41 $ 5.282$ 129.4 # 75.21 $ 152.4 # 237.1 # 174.5 # 84.54 $ 6.875$ 4.925$ 22
23 8.387$ 10.44 $ 11.20 $ 6.066$ 98.21 $ 123.0 $ 138.8 # 206.6 # 169.9 # 71.47 $ 6.417$ 4.705$ 23
24 8.656$ 11.89 $ 10.99 $ 6.279$ 74.20 $ 218.5 # 122.2 # 185.3 # 141.4 # 64.30 $ 6.153$ 5.468$ 24
25 8.450$ 11.97 $ 10.66 $ 6.962$ 55.99 $ 171.5 # 110.8 # 176.7 # 124.0 # 73.78 $ 5.900$ 5.748$ 25
26 8.784$ 12.47 $ 12.99 $ 6.909$ 44.36 $ 136.0 # 101.0 $ 157.2 # 112.4 # 71.65 $ 5.733$ 5.616$ 26
27 8.845$ 12.59 $ 15.27 $ 6.398$ 36.98 $ 114.3 # 93.00 $ 147.2 # 111.8 # 55.85 $ 9.932$ 5.850$ 27
28 10.04 $ 13.98 $ 16.14 $ 5.983$ 31.42 $ 98.17 $ 87.24 $ 161.4 # 119.3 # 46.30 $ 17.32 $ 5.803$ 28
29 10.07 $ 15.76 $ 5.524$ 28.78 $ 91.48 $ 79.71 $ 162.0 # 115.8 # 36.56 $ 14.01 $ 5.591$ 29
30 10.12 $ 13.01 $ 5.237$ 26.43 $ 115.8 $ 66.43 $ 148.8 # 122.2 # 34.72 $ 11.63 $ 5.450$ 30
31 9.915$ 14.44 $ 23.77 $ 53.41 $ 135.5 # 34.98 $ 5.141$ 31
Mean 8.153$ 10.96 $ 13.95 $ 6.527& 56.16 & 113.4 $ 101.4 $ 202.6 & 232.2 & 120.1 $ 14.82 $ 6.411$
Median 7.965$ 10.75 $ 14.03 $ 5.053& 23.77 & 113.4 $ 93.99 $ 157.2 & 184.4 & 87.38 $ 13.44 $ 6.446$
Maximum 10.12 $ 13.98 $ 16.61 $ 27.51 & 297.7 & 243.2 $ 195.1 $ 960.6 & 738.5 & 301.9 $ 28.59 $ 9.771$
Minimum 6.890$ 9.214$ 10.66 $ 3.207& 5.143& 17.95 $ 53.41 $ 48.39 & 98.20 & 34.72 $ 5.733$ 4.705$
Total 252.8 $ 307.0 $ 432.4 $ 195.8 &1741 &3403 $3145 $6281 &6967 &3724 $ 444.7 $ 198.7 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 74.23 & # ... Relative Uncertainty +/-15%
Ann. Median 17.32 & $ ... Relative Uncertainty +/-20%
Annual Total 27093 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 960.6 & 3.207&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2006
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.105$ 7.390$ 8.900$ 6.475$ 5.265$ 5.734$ 7.946$ 24.10 $ 162.7 # 17.83 $ 5.388$ 6.429$ 1
2 4.960$ 7.324$ 8.828$ 6.354$ 4.991$ 5.614$ 7.911$ 25.90 $ 130.7 # 15.37 $ 5.259$ 6.377$ 2
3 4.994$ 7.274$ 8.870$ 6.492$ 4.862$ 5.457$ 7.716$ 25.15 $ 102.7 $ 16.92 $ 5.117$ 6.134$ 3
4 5.397$ 7.148$ 9.036$ 6.371$ 4.780$ 5.326$ 7.441$ 21.69 $ 87.69 $ 34.51 $ 4.930$ 6.973$ 4
5 5.596$ 7.047$ 8.882$ 6.345$ 4.821$ 5.249$ 6.932$ 23.14 $ 74.24 $ 27.79 $ 4.694$ 7.064$ 5
6 5.468$ 6.820$ 8.941$ 6.318$ 4.918$ 5.230$ 6.292$ 22.26 $ 59.90 $ 23.49 $ 4.571$ 6.981$ 6
7 5.230$ 6.765$ 8.867$ 6.289$ 4.790$ 5.203$ 5.500$ 109.2 $ 47.39 $ 19.16 $ 4.350& 6.938$ 7
8 5.634$ 6.703$ 9.079$ 6.038$ 4.852$ 5.117$ 5.427$ 222.6 # 39.40 $ 16.48 $ 4.410$ 6.885$ 8
9 5.326$ 8.871$ 9.446$ 6.196$ 4.819$ 5.090$ 5.746$ 179.3 # 35.69 $ 14.08 $ 4.334$ 6.789$ 9
10 4.818$ 9.177$ 9.778$ 6.147$ 4.879$ 5.157$ 5.851$ 114.4 $ 37.68 $ 12.12 $ 4.470$ 6.794$ 10
11 6.474$ 8.978$ 9.763$ 6.183$ 4.889$ 5.151$ 6.297$ 78.49 $ 126.4 $ 12.69 $ 4.712$ 6.979$ 11
12 6.813$ 8.955$ 9.605$ 6.128$ 4.918$ 5.154$ 6.140$ 73.66 $ 235.2 # 15.87 $ 4.905$ 7.707$ 12
13 7.430$ 9.077$ 9.932$ 6.241$ 4.954$ 5.270$ 6.133$ 84.54 $ 206.4 # 14.96 $ 4.890$ 7.739$ 13
14 8.229$ 9.084$ 10.03 $ 6.288$ 4.899$ 5.276$ 6.289$ 64.29 $ 154.8 # 14.11 $ 4.626$ 7.726$ 14
15 8.669$ 9.231$ 9.718$ 6.061$ 4.954$ 5.137$ 6.363$ 156.7 $ 120.8 # 12.99 $ 4.335& 7.702$ 15
16 7.931$ 9.537$ 9.842$ 6.218$ 5.062$ 5.103$ 6.451$ 217.8 # 96.82 $ 11.48 $ 4.151& 7.534$ 16
17 7.710$ 9.602$ 10.15 $ 6.096$ 5.147$ 5.130$ 6.490$ 157.9 # 77.25 $ 10.19 $ 3.996& 7.500$ 17
18 7.703$ 9.411$ 10.14 $ 6.273$ 5.345$ 5.311$ 6.415$ 115.9 # 64.25 $ 9.497$ 3.982& 7.450$ 18
19 7.640$ 9.317$ 9.957$ 6.096$ 5.473$ 5.685$ 6.295$ 171.6 # 60.25 $ 8.887$ 3.994& 7.505$ 19
20 7.564$ 9.479$ 9.793$ 6.276$ 5.565$ 6.841$ 8.586$ 212.0 # 54.61 $ 8.353$ 3.922& 7.750$ 20
21 7.255$ 9.235$ 9.770$ 6.691$ 5.548$ 7.489$ 15.61 $ 175.2 # 56.63 $ 7.780$ 3.860& 7.875$ 21
22 6.888$ 9.419$ 10.20 $ 7.815$ 5.502$ 7.584$ 15.88 $ 324.7 & 67.64 $ 7.482$ 3.682& 7.792$ 22
23 6.978$ 9.106$ 10.50 $ 7.074$ 5.422$ 6.998$ 12.38 $ 419.1 & 58.63 $ 7.545$ 3.635& 7.545$ 23
24 7.240$ 8.819$ 10.41 $ 5.840$ 5.564$ 6.572$ 12.10 $ 300.8 & 43.18 $ 6.975$ 3.547& 7.469$ 24
25 8.424$ 9.261$ 9.139$ 5.915$ 5.873$ 6.254$ 22.00 $ 217.0 # 31.91 $ 6.959$ 3.459& 7.567$ 25
26 8.955$ 9.095$ 8.887$ 6.764$ 5.924$ 6.155$ 20.02 $ 179.3 # 27.34 $ 6.723$ 3.274& 7.463$ 26
27 8.174$ 9.037$ 9.026$ 6.276$ 5.995$ 6.402$ 21.51 $ 142.7 # 24.11 $ 6.511$ 3.118& 7.504$ 27
28 7.802$ 8.847$ 8.963$ 5.917$ 5.983$ 7.413$ 30.61 $ 113.3 # 22.63 $ 6.273$ 3.059& 7.566$ 28
29 7.544$ 7.560$ 6.020$ 5.906$ 7.764$ 30.77 $ 98.76 $ 20.13 $ 6.030$ 3.883& 7.560$ 29
30 7.349$ 7.015$ 5.958$ 5.859$ 7.717$ 26.43 $ 90.04 $ 19.82 $ 5.790$ 6.485$ 7.577$ 30
31 7.340$ 7.115$ 5.638$ 25.35 $ 139.8 $ 5.570$ 8.136$ 31
Mean 6.859$ 8.572$ 9.295$ 6.305$ 5.271$ 5.920$ 11.77 $ 138.8 & 78.23 $ 12.59 $ 4.301& 7.323$
Median 7.255$ 9.057$ 9.446$ 6.257$ 5.147$ 5.391$ 7.441$ 115.9 & 60.08 $ 11.48 $ 4.335& 7.504$
Maximum 8.955$ 9.602$ 10.50 $ 7.815$ 5.995$ 7.764$ 30.77 $ 419.1 & 235.2 $ 34.51 $ 6.485& 8.136$
Minimum 4.818$ 6.703$ 7.015$ 5.840$ 4.780$ 5.090$ 5.427$ 21.69 & 19.82 $ 5.570$ 3.059& 6.134$
Total 212.6 $ 240.0 $ 288.1 $ 189.2 $ 163.4 $ 177.6 $ 364.9 $4301 &2347 $ 390.4 $ 129.0 & 227.0 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.74 & # ... Relative Uncertainty +/-15%
Ann. Median 7.469& $ ... Relative Uncertainty +/-20%
Annual Total 9031 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 419.1 & 3.059&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.263$ 12.23 $ 12.62 $ 9.662$ 7.801$ 6.769$ 27.08 $ 398.7 & 335.0 & 153.4 # 14.72 $ 3.378& 1
2 8.576$ 11.85 $ 12.01 $ 10.14 $ 7.362$ 6.275$ 49.76 $ 321.1 & 283.5 # 135.4 # 13.15 $ 3.411& 2
3 9.369$ 11.96 $ 10.81 $ 9.869$ 6.490$ 5.905$ 114.0 # 242.9 # 236.9 # 114.1 # 12.27 $ 3.779& 3
4 9.164$ 12.03 $ 10.54 $ 9.811$ 5.460$ 5.405$ 79.25 $ 194.4 # 215.0 # 98.79 $ 11.16 $ 3.532& 4
5 8.950$ 11.88 $ 10.44 $ 9.390$ 4.889$ 5.159$ 40.58 $ 160.6 # 215.7 # 84.86 $ 10.86 $ 3.790& 5
6 8.816$ 12.06 $ 9.976$ 8.404$ 4.567$ 4.994$ 27.18 $ 179.5 # 191.0 # 71.80 $ 10.38 $ 4.189& 6
7 8.269$ 12.27 $ 10.07 $ 7.652$ 4.294& 4.937$ 22.52 $ 252.5 # 171.7 # 56.70 $ 9.456$ 4.372$ 7
8 8.136$ 12.04 $ 9.887$ 7.808$ 4.048& 5.112$ 36.81 $ 207.5 # 198.6 # 83.03 $ 8.864$ 4.393& 8
9 7.986$ 12.63 $ 9.936$ 8.090$ 3.868& 6.641$ 38.92 $ 170.7 # 181.1 # 159.8 # 8.535$ 4.201& 9
10 8.326$ 13.96 $ 9.794$ 7.802$ 3.714& 6.251$ 28.21 $ 194.2 # 149.3 # 142.7 # 7.846$ 4.025& 10
11 8.421$ 14.28 $ 10.08 $ 8.216$ 3.639& 5.828$ 23.77 $ 243.2 # 139.2 # 120.9 # 7.677$ 3.540& 11
12 8.434$ 13.85 $ 10.27 $ 8.121$ 3.667& 5.610$ 20.29 $ 201.8 # 205.8 # 101.5 $ 7.517$ 3.303& 12
13 8.375$ 14.14 $ 10.09 $ 8.108$ 3.700& 5.946$ 17.65 $ 160.6 # 304.5 # 82.68 $ 7.271$ 2.958& 13
14 8.293$ 14.22 $ 9.109$ 8.152$ 3.552& 7.285$ 15.75 $ 146.5 # 278.5 # 63.37 $ 6.851$ 2.878& 14
15 8.401$ 13.09 $ 9.146$ 8.419$ 3.539& 8.198$ 13.96 $ 127.7 # 302.7 # 46.09 $ 6.047$ 4.388& 15
16 8.640$ 11.44 $ 9.156$ 9.546$ 3.551& 8.535$ 12.66 $ 109.6 # 285.5 # 35.09 $ 5.527$ 5.078$ 16
17 8.995$ 11.75 $ 9.227$ 9.616$ 3.565& 7.811$ 11.87 $ 98.25 $ 251.1 # 34.46 $ 5.332$ 6.144$ 17
18 8.923$ 11.57 $ 9.170$ 8.750$ 3.645& 7.253$ 11.17 $ 86.70 $ 234.6 # 47.43 $ 5.102$ 6.758$ 18
19 8.960$ 11.49 $ 9.329$ 7.496$ 3.703& 6.951$ 12.60 $ 76.76 $ 231.7 # 38.43 $ 5.056$ 6.793$ 19
20 8.537$ 11.15 $ 8.731$ 5.661$ 3.724& 6.658$ 68.81 $ 99.68 $ 203.4 # 35.47 $ 4.728$ 6.279$ 20
21 8.445$ 10.84 $ 9.115$ 5.350$ 3.655& 6.389$ 87.33 $ 91.66 $ 199.4 # 30.72 $ 4.659$ 5.716$ 21
22 8.374$ 10.88 $ 9.138$ 5.241$ 3.752& 6.491$ 200.1 # 86.59 $ 196.8 # 26.47 $ 4.486$ 5.504$ 22
23 8.135$ 11.01 $ 9.252$ 5.565$ 6.403$ 7.365$ 241.2 # 180.0 # 182.7 # 22.53 $ 4.384& 5.349$ 23
24 7.972$ 10.77 $ 9.231$ 5.822$ 7.051$ 8.907$ 368.8 & 159.0 # 255.6 # 20.67 $ 4.243& 5.316$ 24
25 7.846$ 11.04 $ 9.313$ 5.805$ 7.478$ 9.890$ 347.3 & 135.4 # 259.6 # 19.28 $ 4.141& 4.820$ 25
26 7.932$ 11.25 $ 9.810$ 5.525$ 7.602$ 9.926$ 271.6 # 380.6 & 169.9 # 19.54 $ 4.158& 4.525& 26
27 8.284$ 11.83 $ 9.702$ 5.336$ 7.769$ 9.801$ 217.4 # 487.5 & 256.5 # 21.22 $ 3.678& 4.497& 27
28 9.533$ 12.35 $ 9.772$ 5.186$ 8.290$ 18.49 $ 322.3 # 377.6 & 228.5 # 20.93 $ 3.582& 4.465$ 28
29 9.731$ 9.806$ 5.908$ 8.261$ 27.94 $ 274.6 # 429.0 & 202.8 # 19.33 $ 3.397& 4.254& 29
30 11.35 $ 9.893$ 7.236$ 7.955$ 25.40 $ 284.2 & 775.0 $ 174.4 # 18.88 $ 3.428& 4.627& 30
31 12.41 $ 9.758$ 7.427$ 487.6 & 463.5 & 17.35 $ 5.861$ 31
Mean 8.769$ 12.14 $ 9.844$ 7.590$ 5.304& 8.604$ 121.8 & 233.5 & 224.7 & 62.68 $ 6.950& 4.585&
Median 8.434$ 11.92 $ 9.794$ 7.949$ 4.294& 6.714$ 40.58 & 180.0 & 215.4 & 46.09 $ 5.787& 4.393&
Maximum 12.41 $ 14.28 $ 12.62 $ 10.14 $ 8.290& 27.94 $ 487.6 & 775.0 & 335.0 & 159.8 $ 14.72 & 6.793&
Minimum 7.846$ 10.77 $ 8.731$ 5.186$ 3.539& 4.937$ 11.17 & 76.76 & 139.2 & 17.35 $ 3.397& 2.878&
Total 271.8 $ 339.9 $ 305.2 $ 227.7 $ 164.4 & 258.1 $3775 &7239 &6741 &1943 $ 208.5 & 142.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 59.22 & # ... Relative Uncertainty +/-15%
Ann. Median 9.801& $ ... Relative Uncertainty +/-20%
Annual Total 21616 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 775.0 & 2.878&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.727$ 10.30 $ 9.060$ 14.42 $ 6.030$ 27.55 $ 69.67 $ 358.7 & 17.68 $ 27.19 $ 11.74 $ 10.06 $ 1
2 6.329$ 10.78 $ 8.951$ 12.26 $ 5.639$ 26.43 $ 48.55 $ 378.9 & 18.76 $ 27.05 $ 11.23 $ 8.687$ 2
3 6.828$ 10.85 $ 8.950$ 9.838$ 4.906$ 23.19 $ 35.33 $ 349.2 & 16.08 $ 22.45 $ 11.23 $ 7.819$ 3
4 6.757$ 11.02 $ 8.776$ 8.906$ 4.218& 21.10 $ 28.90 $ 259.9 # 14.54 $ 21.19 $ 11.30 $ 7.291$ 4
5 6.490$ 10.84 $ 8.897$ 8.842$ 3.898& 18.80 $ 26.69 $ 210.9 # 13.59 $ 23.25 $ 11.73 $ 7.068$ 5
6 6.707$ 10.80 $ 8.931$ 8.901$ 3.794& 16.22 $ 24.82 $ 179.8 # 12.01 $ 22.17 $ 12.52 $ 6.901$ 6
7 7.128$ 10.66 $ 9.549$ 8.987$ 3.871& 14.21 $ 22.48 $ 157.7 # 11.09 $ 19.54 $ 13.18 $ 6.854$ 7
8 7.000$ 11.49 $ 9.915$ 9.421$ 4.137& 12.75 $ 21.07 $ 139.2 # 10.74 $ 17.28 $ 13.71 $ 7.291$ 8
9 7.670$ 11.32 $ 9.643$ 9.395$ 4.261& 16.70 $ 21.70 $ 122.9 # 10.76 $ 15.69 $ 12.92 $ 6.080$ 9
10 7.976$ 11.04 $ 9.648$ 9.270$ 4.461& 32.86 $ 24.76 $ 108.7 # 10.52 $ 14.51 $ 12.86 $ 6.233$ 10
11 8.303$ 11.21 $ 9.308$ 8.820$ 5.074$ 29.32 $ 44.08 $ 96.00 $ 11.19 $ 13.49 $ 12.04 $ 5.838$ 11
12 8.687$ 10.91 $ 9.512$ 8.675$ 5.901$ 27.77 $ 40.48 $ 81.87 $ 11.64 $ 12.77 $ 10.41 $ 5.497$ 12
13 8.917$ 10.69 $ 9.511$ 8.477$ 7.211$ 24.31 $ 34.82 $ 70.28 $ 12.40 $ 12.20 $ 9.291$ 5.348$ 13
14 8.994$ 11.00 $ 9.426$ 8.316$ 10.79 $ 21.04 $ 26.84 $ 60.27 $ 12.79 $ 11.22 $ 8.477$ 5.190$ 14
15 8.711$ 11.07 $ 9.566$ 8.095$ 9.590$ 22.11 $ 48.89 $ 58.48 $ 11.72 $ 10.60 $ 7.935$ 4.716$ 15
16 8.540$ 11.06 $ 9.835$ 8.161$ 10.28 $ 39.47 $ 138.3 # 51.76 $ 11.64 $ 10.46 $ 7.604$ 4.465$ 16
17 8.558$ 10.24 $ 10.03 $ 9.826$ 9.658$ 39.77 $ 131.8 # 45.10 $ 14.72 $ 10.27 $ 7.372$ 4.559$ 17
18 8.745$ 10.43 $ 9.741$ 8.983$ 8.699$ 32.02 $ 213.3 # 40.85 $ 29.75 $ 10.08 $ 7.235$ 5.048$ 18
19 8.877$ 10.04 $ 9.616$ 8.252$ 7.918$ 26.73 $ 336.1 # 39.59 $ 43.77 $ 9.815$ 6.973$ 6.006$ 19
20 8.927$ 9.991$ 8.684$ 6.804$ 7.395$ 22.93 $ 259.4 # 37.23 $ 38.78 $ 9.623$ 6.979$ 6.319$ 20
21 9.087$ 10.02 $ 7.916$ 6.394$ 6.887$ 23.38 $ 185.5 # 32.68 $ 31.02 $ 9.602$ 8.510$ 6.548$ 21
22 9.120$ 10.02 $ 8.002$ 5.631$ 8.121$ 22.14 $ 144.1 # 29.42 $ 30.24 $ 9.572$ 7.690$ 6.626$ 22
23 9.833$ 9.884$ 8.066$ 5.162$ 13.56 $ 18.75 $ 191.3 # 25.78 $ 27.40 $ 9.605$ 7.567$ 6.351$ 23
24 9.824$ 10.05 $ 7.858$ 4.900$ 21.23 $ 17.34 $ 352.4 & 24.28 $ 23.72 $ 10.02 $ 8.985$ 6.031$ 24
25 9.799$ 10.16 $ 7.786$ 5.929$ 37.57 $ 23.07 $ 274.5 # 23.74 $ 70.91 $ 16.16 $ 8.747$ 5.930$ 25
26 9.607$ 9.965$ 7.884$ 7.375$ 32.19 $ 25.71 $ 212.5 # 21.61 $ 91.82 $ 23.86 $ 9.178$ 5.487$ 26
27 9.548$ 9.858$ 7.713$ 7.529$ 18.44 $ 22.95 $ 188.8 # 20.65 $ 71.15 $ 17.94 $ 10.70 $ 5.787$ 27
28 9.973$ 9.945$ 7.922$ 7.505$ 16.40 $ 41.40 $ 201.0 # 19.71 $ 47.39 $ 14.66 $ 13.50 $ 5.701$ 28
29 10.08 $ 10.04 $ 9.090$ 7.153$ 30.76 $ 91.79 $ 261.6 # 17.59 $ 36.75 $ 12.44 $ 13.45 $ 5.432$ 29
30 10.15 $ 9.798$ 6.743$ 33.00 $ 94.36 $ 345.3 & 17.46 $ 32.01 $ 12.48 $ 11.59 $ 5.056$ 30
31 10.10 $ 11.13 $ 26.73 $ 483.7 & 16.47 $ 12.20 $ 5.056$ 31
Mean 8.484$ 10.54 $ 9.055$ 8.299$ 12.02 & 29.21 $ 143.2 & 99.90 & 26.55 $ 15.14 $ 10.22 $ 6.170$
Median 8.745$ 10.66 $ 9.090$ 8.397$ 7.918& 23.29 $ 131.8 & 51.76 & 16.88 $ 12.77 $ 10.56 $ 6.006$
Maximum 10.15 $ 11.49 $ 11.13 $ 14.42 $ 37.57 & 94.36 $ 483.7 & 378.9 & 91.82 $ 27.19 $ 13.71 $ 10.06 $
Minimum 5.727$ 9.858$ 7.713$ 4.900$ 3.794& 12.75 $ 21.07 & 16.47 & 10.52 $ 9.572$ 6.973$ 4.465$
Total 263.0 $ 305.7 $ 280.7 $ 249.0 $ 372.6 & 876.2 $4439 &3097 & 796.6 $ 469.4 $ 306.6 $ 191.3 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 31.82 & # ... Relative Uncertainty +/-15%
Ann. Median 10.69 & $ ... Relative Uncertainty +/-20%
Annual Total 11647 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 483.7 & 3.794&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.237$ 8.766$ 7.342$ 5.772$ 3.772& 7.012$ 353.5 & 112.7 $ 102.8 $ 141.7 # 8.476$ 5.131$ 1
2 4.923$ 8.637$ 7.248$ 4.770$ 3.830& 7.200$ 235.1 # 119.7 # 130.7 # 127.1 # 7.895$ 4.978$ 2
3 5.175$ 8.618$ 7.269$ 4.732$ 3.863& 9.567$ 169.8 # 111.1 # 116.2 # 117.6 # 7.896$ 4.609$ 3
4 5.993$ 8.550$ 7.173$ 4.654$ 3.922& 9.816$ 131.0 # 98.97 $ 99.29 $ 102.5 $ 8.012$ 4.566& 4
5 6.542$ 8.500$ 7.232$ 4.573& 3.877& 9.236$ 107.3 $ 90.68 $ 106.3 $ 88.69 $ 8.068$ 4.248& 5
6 6.764$ 8.570$ 7.235$ 4.603& 3.809& 8.557$ 93.48 $ 127.4 $ 108.9 # 71.82 $ 8.180$ 4.267& 6
7 6.815$ 8.541$ 7.222$ 4.609& 3.796& 7.983$ 84.58 $ 151.0 # 104.5 $ 64.02 $ 8.111$ 4.149& 7
8 6.733$ 8.441$ 7.145$ 4.484& 3.848& 7.271$ 80.57 $ 126.0 # 139.7 # 54.99 $ 8.240$ 3.915& 8
9 6.706$ 8.458$ 7.271$ 3.889& 3.889& 6.589$ 88.50 $ 108.1 # 141.1 # 45.55 $ 8.022$ 4.113& 9
10 6.791$ 8.517$ 7.137$ 3.422& 3.858& 9.585$ 249.0 # 104.5 $ 151.1 # 39.45 $ 7.694$ 3.954& 10
11 8.248$ 8.506$ 7.101$ 3.330& 3.951& 12.19 $ 318.8 # 116.3 # 340.2 & 32.13 $ 7.173$ 3.677& 11
12 8.290$ 8.350$ 7.311$ 3.428& 4.005& 12.35 $ 228.6 # 137.5 # 411.6 & 27.88 $ 7.550$ 3.677& 12
13 8.426$ 8.499$ 7.297$ 3.347& 3.977& 10.59 $ 167.5 # 155.0 # 325.7 & 25.25 $ 9.321$ 3.727& 13
14 8.318$ 8.605$ 7.118$ 3.197& 3.835& 9.280$ 129.4 # 273.2 & 271.9 # 23.16 $ 9.300$ 3.651& 14
15 8.210$ 7.680$ 7.185$ 3.133& 4.023& 8.545$ 108.9 # 866.4 & 282.0 # 21.60 $ 8.719$ 3.567& 15
16 8.279$ 7.526$ 7.215$ 3.423& 4.036& 8.319$ 132.5 # 667.6 $ 288.8 # 19.76 $ 8.300$ 3.558& 16
17 8.180$ 7.369$ 7.314$ 3.387& 4.026& 9.515$ 216.8 # 431.5 & 247.3 # 17.76 $ 7.676$ 4.188& 17
18 8.212$ 7.225$ 6.538$ 3.555& 3.980& 11.84 $ 210.0 # 385.5 & 333.7 & 16.38 $ 8.330$ 5.013$ 18
19 8.392$ 7.329$ 6.162$ 3.680& 4.038& 23.25 $ 560.4 & 365.0 & 355.6 & 16.23 $ 11.11 $ 5.001$ 19
20 8.136$ 7.310$ 6.256$ 3.552& 4.257& 69.58 $1003 # 312.9 # 316.2 & 13.70 $ 10.86 $ 5.052$ 20
21 8.307$ 7.103$ 6.550$ 3.603& 8.766$ 107.8 $1011 # 292.9 # 459.9 & 12.45 $ 9.633$ 4.891$ 21
22 8.336$ 7.161$ 6.507$ 3.480& 24.52 $ 83.48 $ 552.2 & 271.8 # 456.2 & 11.40 $ 8.769$ 4.856$ 22
23 8.372$ 7.213$ 6.494$ 3.692& 19.17 $ 38.43 $ 563.4 $ 250.9 # 372.0 & 10.65 $ 8.390$ 4.717& 23
24 9.026$ 7.886$ 6.531$ 3.706& 13.31 $ 36.07 $ 452.1 & 216.5 # 304.2 # 10.19 $ 7.846$ 9.649$ 24
25 8.828$ 10.15 $ 6.532$ 3.838& 10.04 $ 141.2 $ 374.7 & 191.8 # 252.4 # 9.654$ 7.041$ 9.385$ 25
26 8.885$ 8.892$ 6.384$ 3.857& 8.407$ 123.1 # 325.4 & 167.5 # 207.4 # 9.218$ 7.129$ 6.444$ 26
27 8.751$ 8.278$ 6.231$ 3.877& 7.782$ 174.8 # 275.3 # 148.8 # 181.8 # 9.194$ 6.259$ 6.128$ 27
28 8.843$ 7.524$ 6.257$ 3.839& 7.513$ 422.8 & 232.9 # 132.7 # 180.5 # 9.386$ 5.772$ 6.015$ 28
29 9.096$ 6.217$ 3.855& 7.153$ 978.1 $ 182.7 $ 110.3 $ 179.1 # 10.09 $ 5.390$ 6.102$ 29
30 9.044$ 6.222$ 3.748& 7.025$ 682.4 & 168.8 # 102.5 $ 145.2 $ 9.937$ 5.128$ 6.474$ 30
31 9.019$ 6.391$ 7.024$ 127.7 $ 96.43 $ 9.134$ 6.368$ 31
Mean 7.770$ 8.150$ 6.841$ 3.901& 6.429& 101.6 & 288.2 & 220.7 & 237.1 & 38.02 $ 8.010$ 5.035&
Median 8.279$ 8.449$ 7.118$ 3.727& 4.023& 11.21 & 216.8 & 148.8 & 227.4 & 19.76 $ 8.045$ 4.717&
Maximum 9.096$ 10.15 $ 7.342$ 5.772& 24.52 & 978.1 &1011 & 866.4 & 459.9 & 141.7 $ 11.11 $ 9.649&
Minimum 4.923$ 7.103$ 6.162$ 3.133& 3.772& 6.589& 80.57 & 90.68 & 99.29 & 9.134$ 5.128$ 3.558&
Total 240.9 $ 228.2 $ 212.1 $ 117.0 & 199.3 &3047 &8935 &6843 &7112 &1179 $ 240.3 $ 156.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 78.11 & # ... Relative Uncertainty +/-15%
Ann. Median 8.476& $ ... Relative Uncertainty +/-20%
Annual Total 28510 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1011 & 3.133&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.435$ 7.553$ 6.413$ 5.632$ 3.458& 6.877$ 5.941$ 9.382$ 6.287$ 4.781$ 3.240& 1.659& 1
2 7.199$ 7.647$ 6.631$ 5.857$ 3.303& 6.204$ 6.067$ 8.395$ 6.081$ 4.239& 3.133& 3.478& 2
3 7.195$ 7.769$ 6.667$ 6.010$ 3.304& 5.794$ 6.578$ 7.381$ 5.893$ 3.841& 2.891& 6.170$ 3
4 7.020$ 7.710$ 6.684$ 6.042$ 3.447& 5.738$ 6.747$ 7.046$ 5.831$ 3.500& 3.097& 6.553$ 4
5 6.845$ 7.653$ 6.610$ 5.813$ 3.312& 5.532$ 7.081$ 6.845$ 5.753$ 3.394& 2.913& 6.706$ 5
6 7.079$ 7.690$ 6.699$ 5.843$ 3.103& 5.391$ 7.141$ 6.791$ 5.639$ 3.388& 2.739& 6.741$ 6
7 7.013$ 7.844$ 6.865$ 5.920$ 3.359& 5.304$ 7.256$ 6.776$ 5.769$ 3.314& 2.700& 7.026$ 7
8 7.278$ 7.785$ 6.843$ 5.916$ 3.263& 5.267$ 8.270$ 6.444$ 6.560$ 3.508& 2.714& 7.018$ 8
9 7.179$ 7.543$ 6.740$ 5.838$ 3.077& 5.205$ 8.413$ 6.255$ 7.062$ 3.376& 3.288& 6.790$ 9
10 6.996$ 7.393$ 6.662$ 5.981$ 3.100& 4.849$ 12.13 $ 6.124$ 6.980$ 3.659& 5.542$ 6.666$ 10
11 7.156$ 7.354$ 6.717$ 6.903$ 3.215& 4.642$ 7.884$ 5.940$ 6.654$ 3.800& 7.081$ 6.621$ 11
12 7.209$ 7.375$ 6.757$ 7.275$ 3.092& 4.911$ 11.13 $ 6.671$ 6.647$ 3.896& 6.543$ 6.596$ 12
13 7.098$ 7.383$ 6.799$ 7.386$ 3.061& 4.919$ 17.82 $ 10.61 $ 6.743$ 3.668& 5.351$ 6.472$ 13
14 6.727$ 6.557$ 6.905$ 8.262$ 3.211& 5.580$ 11.64 $ 11.49 $ 6.229$ 3.614& 4.642$ 6.391$ 14
15 7.008$ 6.240$ 7.006$ 7.977$ 3.525& 6.740$ 8.944$ 11.94 $ 6.089$ 3.601& 4.094& 6.461$ 15
16 6.997$ 6.629$ 7.005$ 7.339$ 3.612& 7.663$ 7.818$ 10.34 $ 5.993$ 3.339& 3.660& 6.429$ 16
17 7.691$ 6.698$ 6.772$ 5.638$ 3.349& 7.994$ 7.538$ 9.409$ 5.628$ 3.291& 3.277& 6.379$ 17
18 7.857$ 6.559$ 6.845$ 4.626$ 3.352& 7.583$ 8.807$ 8.944$ 5.456$ 2.991& 2.954& 6.892$ 18
19 8.036$ 6.502$ 6.949$ 4.022& 3.420& 7.124$ 9.840$ 8.347$ 5.443$ 2.759& 2.315& 7.006$ 19
20 7.937$ 6.729$ 6.973$ 3.716& 3.296& 6.801$ 9.675$ 7.949$ 5.366$ 3.118& 1.977& 7.227$ 20
21 8.074$ 6.857$ 7.054$ 3.678& 3.064& 6.502$ 9.348$ 7.645$ 5.250$ 3.513& 2.529& 7.503$ 21
22 8.275$ 6.640$ 7.108$ 3.713& 3.677& 6.284$ 8.454$ 7.418$ 5.001$ 3.265& 2.502& 7.509$ 22
23 8.157$ 6.567$ 7.998$ 3.760& 4.561& 7.041$ 8.017$ 7.251$ 4.743$ 3.154& 2.464& 7.450$ 23
24 7.861$ 6.377$ 8.317$ 3.478& 5.373$ 8.244$ 7.685$ 7.172$ 4.547& 3.010& 2.238& 7.444$ 24
25 8.073$ 6.488$ 6.940$ 3.272& 4.609$ 8.554$ 7.331$ 6.960$ 4.489& 3.343& 2.029& 7.058$ 25
26 8.252$ 6.705$ 6.227$ 3.384& 6.289$ 7.728$ 7.995$ 6.711$ 4.463& 3.627& 1.650& 6.869$ 26
27 8.222$ 6.424$ 6.127$ 3.192& 9.603$ 7.223$ 9.077$ 6.614$ 4.422& 3.471& 1.467& 7.062$ 27
28 7.880$ 6.426$ 6.152$ 3.273& 11.92 $ 6.774$ 9.997$ 6.537$ 6.256$ 3.660& 1.404& 7.280$ 28
29 7.714$ 6.211$ 3.362& 10.90 $ 6.402$ 10.36 $ 6.428$ 6.592$ 3.874& 1.191& 7.230$ 29
30 7.870$ 6.206$ 3.357& 9.193$ 6.166$ 10.66 $ 6.430$ 6.000$ 3.591& 1.260& 7.261$ 30
31 7.868$ 6.005$ 7.744$ 9.934$ 6.456$ 3.035& 7.181$ 31
Mean 7.490$ 7.039$ 6.771$ 5.216& 4.606& 6.368$ 8.890$ 7.700$ 5.796& 3.504& 3.096& 6.617&
Median 7.278$ 6.793$ 6.757$ 5.725& 3.359& 6.343$ 8.413$ 7.046$ 5.862& 3.500& 2.815& 6.869&
Maximum 8.275$ 7.844$ 8.317$ 8.262& 11.92 & 8.554$ 17.82 $ 11.94 $ 7.062& 4.781& 7.081& 7.509&
Minimum 6.435$ 6.240$ 6.005$ 3.192& 3.061& 4.642$ 5.941$ 5.940$ 4.422& 2.759& 1.191& 1.659&
Total 232.2 $ 197.1 $ 209.9 $ 156.5 & 142.8 & 191.0 $ 275.6 $ 238.7 $ 173.9 & 108.6 & 92.88 & 205.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6.094& $ ... Relative Uncertainty +/-20%
Ann. Median 6.553& & ... Relative Uncertainty +/-30%
Annual Total 2224 &
Maximum Minimum
Daily 17.82 & 1.191&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.879$ 6.990$ 8.161$ 5.150$ 4.474& 7.026$ 129.8 # 563.5 & 147.7 # 102.7 $ 13.41 $ 5.162$ 1
2 6.613$ 6.610$ 9.198$ 5.082$ 3.780& 6.139$ 101.4 $ 475.6 & 151.3 # 93.14 $ 11.40 $ 4.796$ 2
3 6.508$ 6.316$ 9.198$ 5.109$ 3.372& 6.374$ 56.70 $ 448.6 & 146.3 # 141.0 # 10.80 $ 4.559& 3
4 6.430$ 6.158$ 9.277$ 5.048$ 3.155& 5.659$ 31.22 $ 357.8 & 131.5 # 132.4 # 11.11 $ 4.244& 4
5 6.714$ 5.987$ 9.197$ 5.061$ 3.094& 4.867$ 23.59 $ 268.4 # 115.8 # 108.0 # 13.32 $ 4.185& 5
6 7.968$ 5.970$ 7.583$ 5.228$ 3.516& 4.648$ 21.10 $ 199.5 # 101.8 $ 91.33 $ 15.20 $ 4.112& 6
7 7.530$ 6.107$ 7.315$ 5.567$ 3.672& 5.165$ 17.29 $ 155.5 # 90.38 $ 72.62 $ 16.47 $ 4.157& 7
8 6.452$ 6.119$ 7.207$ 5.904$ 3.298& 5.397$ 15.38 $ 130.4 # 73.26 $ 69.89 $ 34.85 $ 4.211& 8
9 4.817$ 6.255$ 7.221$ 5.875$ 2.917& 5.051$ 13.42 $ 121.7 # 52.78 $ 111.5 # 57.67 $ 4.265& 9
10 4.357& 6.143$ 7.168$ 5.827$ 2.776& 4.446& 12.29 $ 104.2 $ 41.63 $ 87.71 $ 38.14 $ 4.081& 10
11 4.530& 6.004$ 7.163$ 6.048$ 2.755& 3.927& 12.19 $ 81.92 $ 34.74 $ 66.00 $ 24.38 $ 4.036& 11
12 4.387& 5.900$ 7.252$ 6.645$ 2.760& 3.732& 15.85 $ 64.16 $ 29.85 $ 49.46 $ 19.08 $ 3.886& 12
13 4.424& 5.840$ 7.168$ 6.431$ 2.692& 3.672& 13.65 $ 51.55 $ 24.92 $ 39.69 $ 16.01 $ 4.235& 13
14 4.266& 5.941$ 7.161$ 6.067$ 2.517& 3.526& 11.61 $ 203.1 $ 22.10 $ 35.77 $ 14.27 $ 4.567$ 14
15 4.688& 5.892$ 7.117$ 5.837$ 2.642& 3.429& 27.44 $ 251.4 # 22.81 $ 29.58 $ 13.19 $ 5.135$ 15
16 7.378$ 6.140$ 6.254$ 4.520& 2.777& 3.632& 36.28 $ 282.2 # 66.05 $ 25.55 $ 12.49 $ 5.071$ 16
17 7.485$ 6.335$ 5.629$ 4.093& 2.732& 3.747& 22.20 $ 234.7 # 169.5 # 22.82 $ 12.24 $ 4.760$ 17
18 7.351$ 6.372$ 5.719$ 4.091& 2.663& 3.694& 17.62 $ 174.3 # 256.3 & 21.19 $ 13.70 $ 4.662$ 18
19 7.042$ 6.351$ 5.721$ 4.134& 2.617& 3.764& 14.73 $ 135.4 # 401.2 & 20.99 $ 13.13 $ 4.332& 19
20 7.287$ 6.354$ 5.676$ 4.101& 3.224& 3.903& 13.86 $ 112.3 # 301.2 & 19.45 $ 11.62 $ 3.902& 20
21 7.265$ 6.321$ 5.716$ 4.026& 4.043& 3.963& 19.27 $ 227.7 & 335.2 & 17.56 $ 10.37 $ 3.839& 21
22 7.130$ 6.388$ 5.609$ 4.191& 4.748$ 3.822& 21.41 $1790 & 439.0 & 16.23 $ 9.516$ 10.22 & 22
23 7.384$ 7.767$ 5.575$ 3.862& 4.222& 3.954& 20.99 $ 927.3 # 327.7 & 18.80 $ 8.247$ 10.89 $ 23
24 10.20 $ 7.951$ 5.629$ 4.192& 3.826& 5.611& 18.58 $ 579.3 $ 250.3 # 20.00 $ 7.556$ 10.10 $ 24
25 10.59 $ 8.009$ 5.645$ 4.531$ 3.479& 19.79 $ 16.53 $ 420.1 & 201.2 # 19.60 $ 7.178$ 6.088$ 25
26 6.775$ 7.997$ 5.524$ 5.256$ 3.260& 26.13 $ 16.72 $ 326.8 & 183.8 # 20.66 $ 7.051$ 4.808$ 26
27 5.232$ 7.924$ 5.551$ 6.609$ 2.990& 16.45 $ 17.83 $ 273.0 # 183.5 # 44.32 $ 6.279$ 4.348& 27
28 4.604$ 8.077$ 5.434$ 9.277$ 2.971& 23.75 $ 83.82 $ 227.9 # 178.9 # 37.60 $ 5.773$ 4.107& 28
29 5.579$ 5.626$ 7.664$ 2.602& 83.57 $ 198.3 # 205.3 # 150.9 # 23.92 $ 5.710$ 3.937& 29
30 9.892$ 5.629$ 5.794$ 4.599& 54.87 $ 299.4 & 180.2 # 122.5 # 18.65 $ 5.394$ 4.795& 30
31 8.462$ 5.261$ 7.588$ 780.5 & 160.9 # 16.21 $ 6.845$ 31
Mean 6.652& 6.579$ 6.696$ 5.374& 3.412& 11.12 & 67.77 & 314.0 & 158.5 & 51.43 $ 14.85 $ 5.108&
Median 6.775& 6.319$ 6.254$ 5.189& 3.155& 4.757& 19.27 & 227.7 & 147.0 & 35.77 $ 12.36 $ 4.348&
Maximum 10.59 & 8.077$ 9.277$ 9.277& 7.588& 83.57 & 780.5 &1790 & 439.0 & 141.0 $ 57.67 $ 10.89 &
Minimum 4.266& 5.840$ 5.261$ 3.862& 2.517& 3.429& 11.61 & 51.55 & 22.10 & 16.21 $ 5.394$ 3.839&
Total 206.2 & 184.2 $ 207.6 $ 161.2 & 105.8 & 333.7 &2101 &9735 &4754 &1594 $ 445.5 $ 158.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 54.76 & # ... Relative Uncertainty +/-15%
Ann. Median 7.287& $ ... Relative Uncertainty +/-20%
Annual Total 19987 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1790 & 2.517&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.537$ 8.922$ 7.290$ 5.985$ 6.285$ 3.320& 15.14 $ 11.43 $ 18.29 $ 113.4 $ 5.996$ 5.103$ 1
2 6.468$ 9.086$ 7.412$ 6.390$ 5.496$ 3.602& 15.80 $ 15.71 $ 16.64 $ 80.28 $ 6.037$ 4.951$ 2
3 6.393$ 9.768$ 7.307$ 6.564$ 4.341& 3.623& 15.07 $ 23.25 $ 38.57 $ 75.83 $ 6.116$ 4.520& 3
4 6.476$ 9.705$ 7.341$ 6.526$ 3.604& 3.410& 13.35 $ 25.91 $ 297.8 & 60.14 $ 6.802$ 4.236& 4
5 6.481$ 9.331$ 7.490$ 6.683$ 4.440& 3.272& 12.07 $ 22.20 $ 313.6 & 42.68 $ 8.978$ 4.205& 5
6 6.548$ 9.042$ 7.345$ 6.681$ 6.272$ 3.226& 11.91 $ 19.65 $ 219.5 # 32.52 $ 8.981$ 4.132& 6
7 6.428$ 8.974$ 6.981$ 6.394$ 6.798$ 3.461& 16.58 $ 22.41 $ 146.0 # 27.16 $ 8.369$ 4.069& 7
8 6.292$ 8.793$ 7.190$ 6.235$ 6.040$ 3.563& 18.11 $ 23.43 $ 105.9 $ 22.80 $ 7.565$ 4.529$ 8
9 6.292$ 8.828$ 7.477$ 6.127$ 6.222$ 3.768& 16.25 $ 19.74 $ 75.61 $ 18.63 $ 6.826$ 4.426& 9
10 6.251$ 8.756$ 7.332$ 5.931$ 5.395$ 4.192& 16.07 $ 16.91 $ 51.72 $ 16.12 $ 6.216$ 4.220& 10
11 6.030$ 8.739$ 7.172$ 5.766$ 4.349& 6.298$ 23.88 $ 14.80 $ 38.12 $ 13.54 $ 5.939$ 4.045& 11
12 5.955$ 8.735$ 7.215$ 5.799$ 3.967& 12.21 $ 22.96 $ 38.17 $ 28.65 $ 11.70 $ 5.630$ 36.13 & 12
13 6.100$ 8.998$ 7.364$ 5.816$ 3.757& 31.73 $ 19.40 $ 157.2 # 25.73 $ 12.30 $ 5.333$ 116.6 $ 13
14 5.963$ 8.847$ 7.501$ 5.614$ 3.664& 31.13 $ 17.11 $ 127.0 # 24.11 $ 15.60 $ 5.145$ 47.44 $ 14
15 6.786$ 8.782$ 7.664$ 4.509& 3.439& 23.61 $ 15.83 $ 116.2 # 19.25 $ 15.30 $ 4.936$ 20.92 $ 15
16 7.119$ 7.703$ 7.657$ 4.234& 3.296& 19.44 $ 16.13 $ 92.52 $ 17.11 $ 12.84 $ 4.791$ 14.86 $ 16
17 7.278$ 7.309$ 6.940$ 4.309& 3.185& 16.14 $ 16.75 $ 61.49 $ 16.60 $ 11.98 $ 4.624$ 11.57 $ 17
18 7.278$ 7.384$ 6.403$ 4.567$ 3.105& 14.50 $ 17.38 $ 41.42 $ 20.69 $ 11.11 $ 4.403$ 9.960$ 18
19 7.197$ 7.335$ 6.317$ 4.797$ 3.038& 25.84 $ 16.13 $ 29.57 $ 27.38 $ 10.26 $ 4.254& 8.629$ 19
20 7.131$ 7.356$ 6.318$ 4.882$ 2.970& 53.73 $ 15.18 $ 26.77 $ 23.17 $ 9.761$ 4.093& 7.555$ 20
21 7.064$ 7.340$ 6.601$ 4.747$ 2.941& 43.62 $ 13.78 $ 44.68 $ 38.26 $ 9.485$ 4.007& 6.428$ 21
22 6.991$ 7.187$ 6.719$ 4.614$ 2.907& 32.69 $ 12.76 $ 94.10 $ 175.8 # 10.04 $ 3.908& 5.622$ 22
23 6.868$ 7.227$ 6.790$ 4.546$ 2.881& 25.31 $ 11.66 $ 69.37 $ 145.0 # 10.42 $ 3.746& 5.224$ 23
24 8.226$ 7.158$ 6.780$ 4.422$ 2.858& 23.92 $ 11.15 $ 45.74 $ 96.82 $ 10.01 $ 3.739& 4.934$ 24
25 8.262$ 7.319$ 6.969$ 4.460& 2.768& 19.71 $ 10.52 $ 36.32 $ 80.28 $ 9.530$ 3.554& 4.606$ 25
26 8.275$ 7.437$ 6.993$ 4.340& 2.801& 18.11 $ 10.15 $ 28.35 $ 111.4 $ 9.005$ 3.444& 4.313& 26
27 8.580$ 7.555$ 6.960$ 4.451$ 2.815& 19.79 $ 10.02 $ 24.61 $ 281.1 # 8.229$ 3.387& 4.131& 27
28 8.755$ 7.499$ 6.975$ 4.662$ 2.811& 21.37 $ 9.766$ 21.47 $ 302.8 # 7.768$ 3.550& 3.921& 28
29 8.784$ 7.364$ 6.943$ 5.307$ 2.807& 18.45 $ 9.118$ 19.90 $ 217.4 # 7.362$ 4.313& 3.774& 29
30 8.742$ 6.890$ 5.896$ 2.827& 16.15 $ 8.593$ 18.41 $ 153.4 # 6.888$ 4.999$ 3.676& 30
31 8.884$ 6.399$ 3.177& 8.685$ 17.62 $ 6.307$ 5.624$ 31
Mean 7.111$ 8.223$ 7.056$ 5.375& 3.911& 16.97 & 14.43 $ 42.78 $ 104.2 & 22.87 $ 5.323& 12.08 &
Median 6.868$ 8.735$ 6.993$ 5.461& 3.296& 17.13 & 15.14 $ 25.91 $ 63.66 & 11.98 $ 4.967& 4.934&
Maximum 8.884$ 9.768$ 7.664$ 6.683& 6.798& 53.73 & 23.88 $ 157.2 $ 313.6 & 113.4 $ 8.981& 116.6 &
Minimum 5.955$ 7.158$ 6.317$ 4.234& 2.768& 3.226& 8.593$ 11.43 $ 16.60 & 6.307$ 3.387& 3.676&
Total 220.4 $ 238.5 $ 218.7 $ 161.3 & 121.3 & 509.2 & 447.3 $1326 $3127 & 709.1 $ 159.7 & 374.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.80 & # ... Relative Uncertainty +/-15%
Ann. Median 7.457& $ ... Relative Uncertainty +/-20%
Annual Total 7613 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 313.6 & 2.768&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2013
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.640$ 6.708$ 8.137$ 6.008$ 2.476& 9.090$ 9.252$ 104.2 $ 248.1 # 262.3 # 10.07 $ 6.520$ 1
2 5.707$ 6.998$ 7.595$ 5.947$ 4.081& 8.392$ 8.910$ 84.69 $ 190.3 # 226.0 # 9.666$ 6.134$ 2
3 5.690$ 7.070$ 7.424$ 5.902$ 5.220$ 7.731$ 8.758$ 60.11 $ 183.7 # 183.4 # 9.063$ 5.616$ 3
4 5.682$ 6.946$ 7.499$ 5.612$ 5.257$ 7.251$ 8.677$ 45.43 $ 288.4 # 155.9 # 8.880$ 5.211$ 4
5 5.613$ 7.168$ 7.545$ 5.435$ 4.269& 6.965$ 8.537$ 100.0 $ 247.7 # 149.2 # 8.845$ 4.637$ 5
6 5.643$ 8.440$ 7.651$ 5.091$ 3.661& 6.752$ 8.335$ 290.8 & 193.7 # 151.0 # 8.800$ 4.451$ 6
7 5.689$ 8.797$ 7.618$ 4.523& 3.394& 6.472$ 8.078$ 849.8 & 152.4 # 134.6 # 8.594$ 4.630& 7
8 5.983$ 8.943$ 7.529$ 4.518& 3.843& 6.284$ 7.866$1055 # 132.7 # 118.6 # 8.602$ 5.029$ 8
9 5.889$ 8.923$ 7.482$ 4.537& 4.890& 6.551$ 8.360$ 557.1 & 110.3 # 110.5 # 7.739$ 5.312$ 9
10 5.919$ 8.796$ 7.569$ 4.580& 6.279$ 7.460$ 11.27 $ 342.3 & 101.1 $ 99.98 $ 7.223$ 4.686$ 10
11 5.973$ 8.701$ 7.082$ 4.863$ 7.342$ 8.187$ 13.55 $ 269.3 # 183.0 # 89.03 $ 6.796$ 4.056& 11
12 5.696$ 8.755$ 6.542$ 5.162$ 4.893$ 8.286$ 13.56 $ 220.8 # 294.6 # 77.73 $ 6.761$ 3.775& 12
13 5.651$ 8.675$ 6.443$ 5.425$ 4.153& 8.213$ 12.14 $ 193.9 # 285.4 # 63.01 $ 6.365$ 3.537& 13
14 5.814$ 8.636$ 6.543$ 4.979$ 3.823& 7.910$ 11.31 $ 177.4 # 309.3 & 51.69 $ 5.828$ 3.472& 14
15 6.015$ 8.692$ 7.602$ 4.839$ 3.610& 7.580$ 11.93 $ 168.3 # 396.8 & 40.83 $ 5.466$ 3.467& 15
16 6.066$ 8.748$ 8.184$ 4.631$ 3.564& 7.277$ 18.79 $ 196.0 # 368.9 & 35.06 $ 5.107$ 3.707& 16
17 5.808$ 8.351$ 7.599$ 4.462& 4.059& 7.110$ 37.03 $ 172.5 # 413.5 & 28.73 $ 5.034$ 3.945& 17
18 5.784$ 8.366$ 7.610$ 4.500$ 4.842& 7.010$ 41.85 $ 140.6 # 378.9 & 26.65 $ 4.728$ 3.754& 18
19 5.558$ 8.355$ 7.612$ 4.539$ 5.288$ 6.936$ 29.67 $ 120.4 # 361.9 & 32.60 $ 4.456$ 4.678& 19
20 5.567$ 8.384$ 7.092$ 4.530$ 6.552$ 6.828$ 21.73 $ 104.4 $ 412.8 & 64.14 $ 4.264& 5.726$ 20
21 5.503$ 8.431$ 6.333$ 4.366$ 13.11 $ 6.730$ 18.23 $ 93.38 $ 511.4 & 66.47 $ 4.057& 5.827$ 21
22 5.788$ 8.407$ 6.115$ 4.354$ 12.32 $ 6.637$ 16.23 $ 76.01 $ 602.7 & 46.20 $ 4.139& 6.004$ 22
23 6.204$ 8.539$ 6.286$ 4.240& 10.07 $ 7.148$ 16.41 $ 64.43 $1324 # 32.56 $ 13.60 $ 5.894$ 23
24 6.245$ 8.545$ 6.277$ 4.332& 8.675$ 8.667$ 140.7 $ 54.76 $1111 # 25.75 $ 16.78 $ 5.883$ 24
25 6.216$ 8.557$ 6.439$ 4.318$ 7.573$ 11.17 $ 167.6 # 46.80 $ 709.2 $ 23.77 $ 10.51 $ 7.654$ 25
26 6.161$ 8.505$ 7.231$ 3.667& 6.799$ 13.95 $ 223.3 # 61.22 $ 469.4 & 20.69 $ 8.310$ 8.699$ 26
27 6.167$ 8.311$ 7.302$ 2.975& 6.322$ 12.33 $ 334.0 # 85.91 $ 394.5 & 18.53 $ 7.012$ 8.636$ 27
28 5.996$ 8.214$ 7.038$ 2.592& 5.948$ 11.17 $ 276.0 # 125.4 # 330.0 & 17.68 $ 6.191$ 8.449$ 28
29 5.953$ 6.738$ 2.551& 5.797$ 10.40 $ 189.7 # 126.2 # 289.6 # 14.62 $ 5.738$ 8.425$ 29
30 6.118$ 6.101$ 2.522& 7.129$ 9.735$ 142.4 # 153.3 # 289.5 # 12.25 $ 5.971$ 8.614$ 30
31 6.087$ 6.066$ 8.867$ 126.2 # 247.5 # 10.93 $ 8.653$ 31
Mean 5.865$ 8.284$ 7.106$ 4.533& 5.939& 8.208$ 62.92 $ 206.1 & 376.2 & 77.11 $ 7.486& 5.648&
Median 5.814$ 8.473$ 7.302$ 4.534& 5.257& 7.520$ 16.23 $ 126.2 & 301.9 & 51.69 $ 6.904& 5.312&
Maximum 6.245$ 8.943$ 8.184$ 6.008& 13.11 & 13.95 $ 334.0 $1055 &1324 & 262.3 $ 16.78 & 8.699&
Minimum 5.503$ 6.708$ 6.066$ 2.522& 2.476& 6.284$ 7.866$ 45.43 & 101.1 & 10.93 $ 4.057& 3.467&
Total 181.8 $ 232.0 $ 220.3 $ 136.0 & 184.1 & 246.2 $ 1950 $ 6388 &11285 & 2390 $ 224.6 & 175.1 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 64.70 & # ... Relative Uncertainty +/-15%
Ann. Median 7.910& $ ... Relative Uncertainty +/-20%
Annual Total 23614 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1324 & 2.476&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 8.407$ 5.836$ 7.063$ 6.037$ 4.142& 29.29 $ 32.22 $ 151.2 # 369.3 & 87.19 $ 7.639$ 4.955$ 1
2 8.515$ 6.775$ 6.891$ 5.686$ 3.942& 27.58 $ 139.8 $ 131.4 # 286.5 # 67.35 $ 7.159$ 4.944$ 2
3 8.533$ 6.878$ 6.723$ 4.941$ 3.778& 24.83 $ 292.5 # 113.9 # 238.8 # 46.88 $ 7.455$ 4.660$ 3
4 8.804$ 7.141$ 7.082$ 4.096& 3.475& 22.80 $ 225.0 # 100.3 $ 200.7 # 36.09 $ 7.477$ 4.519$ 4
5 8.672$ 6.852$ 7.023$ 4.074& 3.943& 21.05 $ 178.9 # 87.61 $ 172.9 # 40.45 $ 6.729$ 4.275& 5
6 8.789$ 6.970$ 7.108$ 4.312& 3.761& 19.50 $ 353.4 & 72.89 $ 161.6 # 67.82 $ 6.296$ 4.149& 6
7 8.620$ 7.224$ 7.062$ 4.223& 4.061& 17.28 $ 840.9 # 80.25 $ 208.1 # 53.35 $ 6.039$ 4.322& 7
8 8.263$ 8.314$ 6.767$ 3.977& 5.070$ 15.66 $ 866.6 $ 95.92 $ 335.9 & 40.05 $ 6.306$ 4.058& 8
9 8.477$ 6.947$ 7.211$ 4.044& 7.299$ 15.63 $ 458.7 & 80.05 $ 503.7 & 31.53 $ 5.996$ 3.871& 9
10 8.525$ 5.251$ 7.436$ 4.038& 7.507$ 20.83 $ 318.0 & 62.20 $ 417.0 & 25.83 $ 5.527$ 3.738& 10
11 8.253$ 7.000$ 7.410$ 3.830& 6.033$ 28.01 $ 254.2 # 49.68 $ 309.8 # 22.10 $ 5.441$ 3.534& 11
12 7.992$ 9.092$ 7.345$ 4.110& 5.083$ 25.75 $ 200.1 # 39.89 $ 256.6 # 19.99 $ 5.714$ 3.348& 12
13 8.439$ 9.305$ 6.503$ 4.064& 4.399& 22.43 $ 157.7 # 34.58 $ 207.5 # 16.68 $ 5.640$ 3.124& 13
14 8.721$ 9.110$ 5.107$ 3.959& 4.063& 19.71 $ 191.7 # 29.31 $ 168.7 # 14.35 $ 5.362$ 3.166& 14
15 8.436$ 9.252$ 4.837$ 3.933& 3.919& 17.75 $ 281.8 # 26.32 $ 144.1 # 13.01 $ 5.405$ 4.048& 15
16 8.706$ 9.234$ 4.828$ 4.100& 3.849& 16.45 $ 244.5 # 24.99 $ 122.8 # 11.99 $ 5.212$ 4.534$ 16
17 8.676$ 9.213$ 4.590$ 3.961& 3.747& 17.80 $ 192.8 # 24.58 $ 103.7 $ 10.59 $ 4.890$ 5.054$ 17
18 8.670$ 9.046$ 4.959$ 4.244& 3.754& 91.51 $ 162.0 # 102.5 $ 93.96 $ 9.974$ 4.637$ 5.379$ 18
19 8.585$ 8.899$ 5.002$ 4.474& 4.181& 105.0 $ 137.4 # 297.1 # 91.24 $ 9.854$ 4.512& 5.258$ 19
20 8.431$ 8.824$ 4.931$ 4.378& 11.41 & 82.98 $ 140.6 # 243.5 # 89.49 $ 11.61 $ 4.434$ 4.903$ 20
21 8.445$ 9.044$ 4.942$ 4.355& 207.8 $ 96.72 $ 189.7 # 226.1 # 97.40 $ 13.43 $ 4.463$ 3.940& 21
22 8.441$ 9.051$ 4.808$ 4.022& 131.1 $ 190.7 # 265.6 # 258.4 # 141.8 # 12.21 $ 4.467$ 3.120& 22
23 8.615$ 8.924$ 4.627$ 3.950& 102.6 $ 173.7 # 300.5 # 220.8 # 112.1 # 11.22 $ 4.564$ 3.071& 23
24 8.579$ 8.830$ 4.533& 3.922& 176.7 # 128.9 # 250.6 # 174.0 # 91.41 $ 11.19 $ 4.508$ 3.063& 24
25 6.835$ 7.526$ 4.419& 4.052& 234.7 # 96.01 $ 210.2 # 141.5 # 74.45 $ 11.03 $ 4.191& 3.276& 25
26 4.907$ 6.707$ 5.297$ 4.522$ 162.8 # 74.50 $ 229.9 # 174.6 # 66.27 $ 10.65 $ 3.958& 3.090& 26
27 5.021$ 6.428$ 5.353$ 5.280$ 107.8 $ 65.46 $ 318.8 # 186.2 # 87.57 $ 9.714$ 4.446& 2.459& 27
28 4.834$ 6.862$ 5.178$ 5.264$ 96.66 $ 43.83 $ 287.1 # 163.6 # 136.3 # 8.630$ 4.736$ 2.587& 28
29 5.064$ 5.045$ 5.026$ 75.08 $ 35.19 $ 234.1 # 304.2 & 133.5 # 8.224$ 5.293$ 2.299& 29
30 4.763$ 5.755$ 4.556& 49.99 $ 30.56 $ 205.9 # 863.3 $ 110.9 $ 8.222$ 5.171$ 2.901& 30
31 4.653$ 6.141$ 35.77 $ 179.1 # 594.1 & 8.031$ 2.583& 31
Mean 7.764$ 7.876$ 5.870& 4.381& 47.70 & 52.58 $ 269.0 & 166.3 & 184.5 & 24.17 $ 5.455& 3.814&
Median 8.445$ 7.920$ 5.353& 4.105& 5.083& 27.79 $ 229.9 & 113.9 & 142.9 & 13.01 $ 5.327& 3.871&
Maximum 8.804$ 9.305$ 7.436& 6.037& 234.7 & 190.7 $ 866.6 & 863.3 & 503.7 & 87.19 $ 7.639& 5.379&
Minimum 4.653$ 5.251$ 4.419& 3.830& 3.475& 15.63 $ 32.22 & 24.58 & 66.27 & 8.031$ 3.958& 2.299&
Total 240.7 $ 220.5 $ 182.0 & 131.4 &1479 &1577 $8340 &5155 &5534 & 749.2 $ 163.7 & 118.2 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 65.46 & # ... Relative Uncertainty +/-15%
Ann. Median 8.620& $ ... Relative Uncertainty +/-20%
Annual Total 23891 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 866.6 & 2.299&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 2.613& 6.366$ 4.975$ 4.958$ 2.953& 4.507$ 5.928$ 86.41 $ 33.00 $ 8.788$ 7.277$ 3.322& 1
2 2.119& 6.562$ 5.002$ 4.669$ 2.750& 5.005$ 5.588$ 52.42 $ 28.76 $ 8.354$ 6.514$ 3.086& 2
3 2.690& 6.563$ 5.122$ 4.381& 2.985& 6.215$ 5.438$ 30.40 $ 24.57 $ 8.241$ 6.087$ 3.203& 3
4 3.197& 6.479$ 4.971$ 4.412$ 3.168& 7.356$ 5.391$ 22.63 $ 22.72 $ 7.622$ 6.373$ 3.361& 4
5 3.126& 6.339$ 4.866$ 4.486$ 3.146& 6.844$ 5.246$ 18.56 $ 65.57 $ 7.148$ 5.765$ 3.493& 5
6 2.870& 6.753$ 4.950$ 4.537$ 3.412& 6.244$ 5.182$ 15.50 $ 51.70 $ 7.020$ 5.490$ 3.890& 6
7 3.267& 6.744$ 5.067$ 4.778$ 3.398& 6.062$ 5.150$ 13.87 $ 32.64 $ 6.792$ 4.705$ 4.017& 7
8 4.150& 6.449$ 4.977$ 5.527$ 3.356& 5.698$ 5.089$ 14.39 $ 24.77 $ 6.411$ 4.475$ 4.031& 8
9 4.582$ 6.346$ 4.787$ 6.686$ 3.413& 5.332$ 5.258$ 18.55 $ 20.94 $ 6.103$ 4.313& 3.996& 9
10 5.998$ 6.413$ 5.088$ 9.972$ 3.477& 5.073$ 5.162$ 21.11 $ 24.16 $ 5.727$ 4.065& 3.683& 10
11 7.675$ 6.367$ 4.894$ 11.47 $ 3.464& 4.950$ 4.980$ 25.34 $ 61.03 $ 5.508$ 3.790& 3.848& 11
12 7.913$ 6.287$ 4.997$ 8.867$ 3.363& 4.816$ 4.775$ 23.85 $ 151.8 # 5.282$ 3.590& 4.288& 12
13 8.053$ 6.541$ 5.008$ 6.915$ 3.301& 4.845$ 4.606$ 20.99 $ 178.1 # 5.016$ 3.376& 4.297& 13
14 9.043$ 6.608$ 5.323$ 5.889$ 2.944& 5.151$ 4.527$ 19.01 $ 142.2 # 4.913$ 3.277& 3.943& 14
15 9.862$ 6.487$ 5.930$ 5.228$ 3.226& 5.009$ 4.508& 17.02 $ 105.7 $ 4.741$ 3.127& 4.689& 15
16 10.01 $ 6.497$ 5.945$ 4.833$ 3.397& 5.117$ 4.539& 15.23 $ 78.34 $ 4.861$ 3.113& 5.123$ 16
17 10.40 $ 6.638$ 5.913$ 4.626$ 5.343& 5.115$ 4.584$ 15.66 $ 50.38 $ 5.114$ 3.085& 5.563$ 17
18 10.13 $ 6.592$ 6.387$ 4.281& 12.86 $ 5.234$ 4.523$ 25.99 $ 33.55 $ 5.002$ 3.036& 5.575$ 18
19 10.22 $ 6.432$ 7.060$ 3.957& 12.93 $ 5.349$ 4.986$ 29.20 $ 25.06 $ 5.315$ 3.072& 5.719$ 19
20 10.66 $ 6.174$ 6.316$ 3.615& 10.43 $ 5.431$ 13.01 $ 58.04 $ 21.56 $ 5.285$ 3.086& 6.709$ 20
21 10.48 $ 6.103$ 5.985$ 3.481& 8.844$ 6.249$ 23.89 $ 61.20 $ 19.82 $ 5.050$ 3.105& 6.482$ 21
22 10.41 $ 6.077$ 5.894$ 3.343& 7.342$ 8.861$ 20.10 $ 77.41 $ 18.29 $ 4.932$ 3.324& 6.058$ 22
23 10.40 $ 6.129$ 5.803$ 3.258& 6.649$ 9.997$ 16.35 $ 54.97 $ 16.36 $ 4.770$ 3.222& 6.369$ 23
24 7.496$ 5.895$ 5.702$ 3.157& 6.044$ 8.872$ 13.76 $ 36.11 $ 15.01 $ 4.577$ 3.036& 6.489$ 24
25 6.823$ 6.094$ 5.672$ 3.010& 5.784$ 7.509$ 11.60 $ 27.01 $ 13.70 $ 4.376& 3.152& 6.268$ 25
26 6.662$ 5.982$ 5.658$ 3.021& 5.344$ 6.752$ 10.42 $ 22.96 $ 12.19 $ 4.394$ 3.227& 6.585$ 26
27 6.723$ 5.396$ 5.636$ 2.981& 4.862$ 6.152$ 9.602$ 19.77 $ 11.09 $ 4.251& 3.263& 6.652$ 27
28 6.504$ 5.239$ 5.546$ 2.927& 4.539$ 5.741$ 9.164$ 17.57 $ 10.77 $ 4.155& 3.303& 6.294$ 28
29 6.372$ 5.580$ 2.922& 4.391& 5.933$ 9.303$ 18.04 $ 10.42 $ 3.967& 3.382& 6.351$ 29
30 6.485$ 5.619$ 2.945& 4.389& 6.040$ 9.446$ 24.45 $ 9.430$ 4.138& 3.177& 6.406$ 30
31 6.781$ 5.624$ 4.568$ 29.17 $ 26.33 $ 7.000$ 6.510$ 31
Mean 6.893& 6.305$ 5.494$ 4.838& 5.035& 6.049$ 8.751& 30.00 $ 43.78 $ 5.640& 3.993& 5.042&
Median 6.781& 6.390$ 5.580$ 4.449& 3.477& 5.719$ 5.391& 22.96 $ 24.67 $ 5.114& 3.313& 5.123&
Maximum 10.66 & 6.753$ 7.060$ 11.47 & 12.93 & 9.997$ 29.17 & 86.41 $ 178.1 $ 8.788& 7.277& 6.709&
Minimum 2.119& 5.239$ 4.787$ 2.922& 2.750& 4.507$ 4.508& 13.87 $ 9.430$ 3.967& 3.036& 3.086&
Total 213.7 & 176.5 $ 170.3 $ 145.1 & 156.1 & 181.5 $ 271.3 & 930.0 $1313 $ 174.9 & 119.8 & 156.3 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.98 & # ... Relative Uncertainty +/-15%
Ann. Median 5.889& $ ... Relative Uncertainty +/-20%
Annual Total 4009 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 178.1 & 2.119&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 6.220$ 7.213$ 6.951$ 6.171$ 6.235$ 21.63 $ 24.24 $ 162.8 # 328.8 # 106.7 $ 14.10 $ 3.756& 1
2 6.477$ 6.925$ 6.468$ 6.055$ 6.217$ 18.43 $ 21.16 $ 130.7 # 269.7 # 128.3 # 13.22 $ 3.702& 2
3 7.279$ 6.791$ 6.052$ 5.934$ 6.135$ 16.60 $ 19.72 $ 106.4 $ 228.9 # 124.0 # 12.23 $ 4.786& 3
4 7.491$ 6.551$ 6.080$ 5.945$ 5.867$ 17.29 $ 18.58 $ 153.5 $ 195.2 # 119.1 # 11.46 $ 5.270$ 4
5 6.998$ 6.493$ 6.163$ 5.929$ 5.706$ 18.86 $ 17.24 $ 230.7 # 164.9 # 108.1 # 10.88 $ 5.514$ 5
6 6.842$ 6.912$ 6.088$ 5.933$ 5.679$ 16.47 $ 16.27 $ 194.1 # 157.5 # 110.7 $ 10.10 $ 5.254$ 6
7 6.468$ 6.866$ 6.084$ 5.851$ 5.300$ 17.61 $ 16.80 $ 344.7 & 218.3 # 165.7 # 9.754$ 4.361& 7
8 6.810$ 7.065$ 5.941$ 5.892$ 5.102$ 24.60 $ 80.68 $ 638.1 $ 307.7 # 274.0 & 9.098$ 4.070& 8
9 6.901$ 7.021$ 5.896$ 5.953$ 4.900$ 24.96 $ 134.8 # 499.0 & 266.7 # 348.2 & 8.177$ 3.940& 9
10 6.586$ 6.919$ 5.854$ 5.931$ 5.032$ 29.29 $ 192.4 # 325.1 & 217.9 # 276.1 # 7.714$ 3.754& 10
11 6.905$ 6.674$ 5.894$ 6.255$ 4.829$ 47.90 $ 265.3 # 258.7 # 198.4 # 203.5 # 7.666$ 3.618& 11
12 7.360$ 6.712$ 5.882$ 7.833$ 4.518$ 40.89 $ 199.9 # 259.9 # 174.8 # 160.3 # 7.588$ 3.720& 12
13 7.362$ 6.975$ 5.811$ 7.596$ 4.296& 65.70 $ 143.8 # 234.2 # 147.4 # 133.9 # 7.290$ 3.801& 13
14 7.604$ 6.963$ 5.791$ 6.939$ 4.244& 100.8 $ 112.2 # 190.1 # 118.5 # 116.1 # 6.880$ 4.114& 14
15 7.584$ 6.863$ 5.653$ 6.160$ 4.179& 82.28 $ 99.23 $ 174.6 # 104.9 # 108.5 # 7.629$ 4.172& 15
16 7.141$ 6.770$ 5.611$ 6.368$ 4.138& 58.17 $ 143.9 # 183.6 # 103.9 # 99.64 $ 7.453$ 3.919& 16
17 7.159$ 6.681$ 5.646$ 6.600$ 4.060& 42.96 $ 296.5 & 227.1 # 98.59 $ 92.27 $ 6.424$ 3.665& 17
18 7.732$ 6.449$ 5.663$ 7.225$ 4.055& 32.09 $ 595.3 & 420.4 & 92.17 $ 78.64 $ 5.951$ 3.540& 18
19 8.905$ 6.563$ 5.711$ 7.367$ 3.988& 27.40 $ 432.3 & 336.2 & 143.3 # 57.53 $ 5.579$ 3.533& 19
20 9.839$ 6.719$ 5.773$ 7.268$ 3.956& 34.74 $ 278.1 # 276.1 # 146.2 # 51.05 $ 5.406$ 3.579& 20
21 13.85 $ 6.729$ 5.781$ 7.054$ 6.583& 36.13 $ 266.5 # 250.0 # 126.8 # 40.16 $ 5.230$ 3.513& 21
22 9.644$ 6.772$ 5.738$ 6.727$ 26.00 $ 28.54 $ 295.4 # 225.3 # 118.6 # 33.65 $ 4.995$ 4.749$ 22
23 8.747$ 6.852$ 6.408$ 6.421$ 27.77 $ 25.75 $ 247.6 # 195.5 # 141.8 # 28.70 $ 4.724$ 4.813$ 23
24 8.987$ 7.006$ 8.056$ 6.096$ 33.98 $ 23.91 $ 195.8 # 164.6 # 126.9 # 24.58 $ 4.588$ 4.734$ 24
25 8.623$ 6.947$ 7.025$ 5.442$ 54.41 $ 22.46 $ 162.6 # 141.3 # 114.2 # 21.22 $ 4.393$ 4.722$ 25
26 7.960$ 6.785$ 7.511$ 5.728$ 43.94 $ 21.25 $ 141.0 # 128.4 # 96.82 $ 18.57 $ 4.198& 4.449& 26
27 7.532$ 6.821$ 10.71 $ 5.904$ 36.53 $ 20.45 $ 122.4 # 343.1 & 97.02 $ 16.98 $ 4.064& 4.684$ 27
28 7.085$ 6.739$ 9.239$ 5.975$ 34.04 $ 21.51 $ 107.0 # 472.3 & 128.6 # 15.91 $ 3.846& 4.880$ 28
29 6.739$ 6.788$ 7.419$ 6.055$ 50.60 $ 32.83 $ 98.10 $ 358.6 & 113.0 # 16.62 $ 3.780& 4.894$ 29
30 6.604$ 6.900$ 6.207$ 36.42 $ 31.01 $ 95.86 $ 272.9 # 96.92 $ 16.65 $ 3.799& 4.766$ 30
31 7.171$ 6.416$ 26.07 $ 132.1 $ 276.2 # 15.24 $ 4.417& 31
Mean 7.697$ 6.813$ 6.459$ 6.360$ 15.32 & 33.42 $ 160.4 & 263.7 & 161.5 $ 100.3 & 7.274& 4.280&
Median 7.279$ 6.791$ 6.052$ 6.128$ 5.706& 26.57 $ 134.8 & 234.2 & 142.5 $ 99.64 & 7.085& 4.172&
Maximum 13.85 $ 7.213$ 10.71 $ 7.833$ 54.41 & 100.8 $ 595.3 & 638.1 & 328.8 $ 348.2 & 14.10 & 5.514&
Minimum 6.220$ 6.449$ 5.611$ 5.442$ 3.956& 16.47 $ 16.27 & 106.4 & 92.17 $ 15.24 & 3.780& 3.513&
Total 238.6 $ 197.6 $ 200.2 $ 190.8 $ 474.8 &1002 $4973 &8174 &4844 $3110 & 218.2 & 132.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 64.91 & # ... Relative Uncertainty +/-15%
Ann. Median 7.896& $ ... Relative Uncertainty +/-20%
Annual Total 23757 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 638.1 & 3.513&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.620$ 7.145$ 6.450$ 2.613& 1.584& 4.331& 5.744$ 180.9 # 57.47 $ 24.55 $ 9.124$ 3.481& 1
2 4.366& 7.104$ 5.942$ 2.437& 1.589& 4.199& 7.660$ 144.8 # 51.42 $ 21.71 $ 8.173$ 3.417& 2
3 4.215& 7.303$ 5.905$ 2.235& 1.599& 4.616& 8.341$ 116.6 # 40.07 $ 18.51 $ 7.547$ 3.357& 3
4 3.808& 8.037$ 5.857$ 2.080& 1.559& 4.327& 8.068$ 98.46 $ 31.96 $ 16.83 $ 7.067$ 3.646& 4
5 3.886& 8.510$ 5.843$ 1.940& 1.540& 4.153& 7.696$ 75.41 $ 27.99 $ 15.18 $ 6.542$ 5.374& 5
6 3.969& 8.681$ 5.826$ 1.824& 1.601& 4.085& 7.746$ 53.43 $ 25.22 $ 13.99 $ 6.153$ 6.182$ 6
7 4.162& 8.941$ 5.687$ 1.813& 1.636& 4.052& 8.050$ 43.38 $ 23.00 $ 13.99 $ 5.971$ 6.158$ 7
8 4.178& 8.617$ 5.767$ 1.806& 1.745& 4.021& 8.460$ 193.0 & 20.48 $ 13.54 $ 5.611$ 6.007$ 8
9 3.855& 6.955$ 5.788$ 1.799& 1.863& 3.904& 7.479$ 604.7 & 19.31 $ 12.58 $ 5.272$ 5.796$ 9
10 4.102& 8.184$ 5.893$ 1.746& 1.955& 3.837& 7.338$ 487.1 & 17.61 $ 12.24 $ 4.988$ 5.646$ 10
11 4.288& 10.12 $ 5.801$ 1.700& 2.123& 3.802& 6.784$ 310.3 & 16.83 $ 13.50 $ 4.742$ 5.407$ 11
12 4.168& 8.269$ 5.907$ 1.654& 2.245& 3.783& 6.385$ 599.0 & 15.85 $ 12.88 $ 4.520$ 5.444$ 12
13 4.402$ 7.045$ 6.170$ 1.805& 2.220& 3.784& 6.213$ 768.8 $ 14.51 $ 11.73 $ 4.784$ 5.287$ 13
14 6.460$ 5.464$ 6.411$ 1.931& 2.307& 3.842& 6.023$1173 $ 13.08 $ 10.68 $ 5.049$ 5.269$ 14
15 7.778$ 6.512$ 4.997$ 2.002& 3.020& 3.955& 6.062$1261 # 11.99 $ 10.11 $ 4.283& 5.488$ 15
16 8.206$ 7.990$ 4.505$ 2.004& 3.544& 4.022& 7.497$ 650.3 $ 11.01 $ 10.46 $ 4.073& 5.508$ 16
17 8.047$ 7.886$ 4.306& 1.947& 3.659& 3.983& 8.285$ 416.5 & 10.75 $ 22.15 $ 3.978& 5.582$ 17
18 5.611$ 7.687$ 4.222& 2.095& 4.416& 3.961& 8.910$ 385.9 & 10.67 $ 30.94 $ 3.981& 6.494$ 18
19 4.772$ 7.524$ 4.305& 2.391& 12.02 $ 3.954& 9.325$ 401.3 & 10.44 $ 25.19 $ 3.956& 7.043$ 19
20 4.864$ 7.583$ 4.252& 2.402& 10.24 $ 4.091& 15.46 $ 392.2 & 10.66 $ 19.28 $ 3.870& 6.419$ 20
21 5.082$ 7.558$ 4.180& 2.234& 8.357$ 4.245& 26.85 $ 317.8 & 34.01 $ 15.01 $ 3.861& 5.986$ 21
22 5.093$ 7.445$ 4.274& 2.171& 7.933$ 5.220$ 37.77 $ 260.8 # 147.5 $ 14.07 $ 4.029& 5.340$ 22
23 4.860$ 7.676$ 4.282& 2.128& 6.818$ 6.769$ 34.00 $ 220.4 # 192.3 # 18.67 $ 3.949& 5.020$ 23
24 4.683& 7.830$ 3.721& 1.946& 6.742$ 6.272$ 55.76 $ 193.4 # 145.2 # 16.55 $ 3.714& 4.526$ 24
25 5.604$ 7.556$ 3.385& 1.757& 6.798$ 5.888$ 44.08 $ 163.6 # 132.9 # 14.08 $ 3.532& 4.545$ 25
26 6.547$ 7.273$ 3.158& 1.605& 6.237$ 5.498$ 37.21 $ 139.9 # 109.9 $ 12.89 $ 3.411& 4.461$ 26
27 6.638$ 7.460$ 2.987& 1.493& 5.990$ 5.221$ 70.95 $ 117.5 # 77.38 $ 14.31 $ 3.304& 4.178& 27
28 6.885$ 7.265$ 2.950& 1.412& 5.670$ 5.020$ 185.4 $ 100.4 $ 56.13 $ 13.56 $ 3.265& 4.939& 28
29 6.778$ 2.712& 1.452& 4.930$ 4.820$ 222.6 # 87.61 $ 41.95 $ 12.61 $ 3.073& 6.131$ 29
30 6.808$ 2.674& 1.478& 4.526$ 4.918$ 182.4 # 78.18 $ 29.84 $ 11.87 $ 3.270& 6.313$ 30
31 7.164$ 2.695& 4.336& 152.8 # 67.12 $ 10.13 $ 6.180$ 31
Mean 5.352& 7.701$ 4.737& 1.930& 4.220& 4.486& 38.95 $ 325.9 & 46.91 $ 15.61 $ 4.836& 5.310&
Median 4.860& 7.571$ 4.505& 1.935& 3.544& 4.122& 8.341$ 193.4 & 26.60 $ 13.99 $ 4.178& 5.444&
Maximum 8.206& 10.12 $ 6.450& 2.613& 12.02 & 6.769& 222.6 $1261 & 192.3 $ 30.94 $ 9.124& 7.043&
Minimum 3.808& 5.464$ 2.674& 1.412& 1.540& 3.783& 5.744$ 43.38 & 10.44 $ 10.11 $ 3.073& 3.357&
Total 165.9 & 215.6 $ 146.9 & 57.90& 130.8 & 134.6 & 1207 $10104 & 1407 $ 483.8 $ 145.1 & 164.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.35 & # ... Relative Uncertainty +/-15%
Ann. Median 6.153& $ ... Relative Uncertainty +/-20%
Annual Total 14364 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1261 & 1.412&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7.555$ 6.314$ 7.494$ 6.366$ 4.168& 4.593$ 17.37 $ 241.0 # 240.1 # 17.68 $ 5.531$ 3.795& 1
2 7.883$ 6.191$ 7.550$ 6.345$ 4.128& 4.361& 84.01 $ 322.8 # 199.9 # 14.45 $ 5.438$ 3.821& 2
3 7.188$ 6.215$ 7.315$ 6.353$ 4.113& 4.051& 268.3 # 367.3 & 174.6 # 12.57 $ 5.640$ 3.740& 3
4 7.219$ 7.485$ 7.302$ 6.162$ 4.102& 3.931& 289.3 # 485.7 & 165.9 # 13.22 $ 5.801$ 3.599& 4
5 7.322$ 7.553$ 7.318$ 5.793$ 4.130& 4.416& 303.4 # 423.4 & 179.7 # 18.30 $ 5.542$ 3.776& 5
6 7.401$ 7.803$ 7.198$ 5.723$ 4.234& 5.805$ 227.3 # 332.3 & 162.7 # 17.28 $ 5.363$ 4.098& 6
7 7.201$ 7.819$ 6.514$ 5.742$ 4.342$ 7.185$ 161.1 # 284.3 # 155.5 # 15.34 $ 5.326$ 4.065& 7
8 7.508$ 7.469$ 6.417$ 5.812$ 4.330$ 7.841$ 121.1 # 266.0 # 155.9 # 13.37 $ 5.118$ 4.006& 8
9 7.507$ 7.703$ 6.453$ 5.855$ 4.286& 7.514$ 101.0 $ 777.1 & 144.9 # 11.30 $ 5.302$ 3.853& 9
10 7.403$ 7.764$ 6.301$ 5.960$ 3.912& 47.68 $ 89.24 $ 826.2 $ 129.8 # 10.08 $ 5.008$ 3.520& 10
11 6.387$ 7.501$ 6.041$ 5.997$ 3.202& 89.63 $ 46.24 $ 465.6 & 113.8 # 9.197$ 4.842$ 3.326& 11
12 6.300$ 7.764$ 5.926$ 6.044$ 2.878& 54.49 $ 35.25 $ 346.6 & 96.15 $ 8.578$ 4.739$ 3.266& 12
13 6.167$ 7.729$ 5.992$ 6.062$ 2.716& 27.68 $ 53.32 $ 286.6 # 85.76 $ 9.590$ 4.675$ 3.820& 13
14 6.002$ 7.553$ 6.253$ 5.769$ 2.604& 19.62 $ 62.39 $ 333.1 & 73.71 $ 14.99 $ 4.489$ 4.401$ 14
15 5.909$ 7.881$ 6.495$ 4.350& 2.525& 15.66 $ 128.4 # 345.0 & 53.74 $ 21.92 $ 4.256& 4.336$ 15
16 6.131$ 7.723$ 6.472$ 4.008& 2.454& 13.49 $ 139.8 # 307.6 # 45.23 $ 21.76 $ 4.129& 4.421& 16
17 6.285$ 7.960$ 6.445$ 3.879& 2.394& 11.92 $ 154.4 # 265.9 # 40.36 $ 16.01 $ 4.001& 4.823$ 17
18 6.362$ 7.795$ 6.522$ 3.860& 2.328& 15.94 $ 134.0 # 233.2 # 35.00 $ 13.23 $ 3.907& 4.752$ 18
19 5.394$ 7.810$ 6.420$ 3.893& 2.313& 31.00 $ 129.4 # 212.1 # 30.60 $ 12.31 $ 3.844& 4.545$ 19
20 5.014$ 8.065$ 6.449$ 3.901& 2.342& 34.74 $ 111.8 # 193.4 # 27.33 $ 10.40 $ 3.834& 4.449$ 20
21 4.811$ 7.522$ 6.461$ 4.198& 2.344& 26.60 $ 244.9 & 176.4 # 24.92 $ 10.16 $ 4.066& 4.295& 21
22 4.688$ 7.202$ 6.319$ 5.348$ 2.344& 23.35 $ 526.1 & 162.9 # 22.08 $ 10.63 $ 4.024& 4.605& 22
23 4.463& 7.395$ 6.219$ 7.220$ 2.329& 21.45 $ 514.0 & 145.9 # 20.06 $ 9.748$ 4.032& 4.651$ 23
24 4.233& 7.309$ 6.286$ 7.124$ 2.435& 18.90 $ 359.8 & 122.0 # 17.06 $ 8.814$ 3.842& 4.697$ 24
25 5.037& 7.428$ 6.577$ 5.266$ 3.880& 15.47 $ 305.5 & 108.9 # 15.76 $ 8.575$ 3.822& 5.311$ 25
26 5.963$ 7.690$ 6.820$ 4.594$ 8.364$ 13.96 $ 478.6 & 93.63 $ 14.33 $ 7.675$ 3.976& 5.788$ 26
27 6.211$ 7.568$ 7.044$ 4.413$ 8.980$ 18.19 $ 391.4 & 78.56 $ 12.78 $ 6.974$ 4.119& 6.192$ 27
28 6.312$ 7.520$ 6.953$ 4.373$ 6.553$ 24.90 $ 290.1 # 134.8 $ 13.94 $ 6.568$ 4.203& 6.458$ 28
29 6.257$ 6.677$ 4.315& 5.331$ 23.95 $ 230.1 # 312.6 & 14.19 $ 6.279$ 4.094& 6.458$ 29
30 6.228$ 6.526$ 4.221& 5.056$ 20.07 $ 216.9 # 375.8 & 17.33 $ 6.251$ 3.907& 5.486$ 30
31 6.238$ 6.532$ 4.863$ 206.9 # 306.2 # 5.829$ 5.309$ 31
Mean 6.277& 7.490$ 6.622$ 5.298& 3.870& 20.61 & 207.1 & 301.1 & 82.77 $ 11.91 $ 4.562& 4.505&
Median 6.257& 7.560$ 6.495$ 5.732& 3.912& 17.07 & 161.1 & 286.6 & 49.49 $ 10.63 $ 4.230& 4.401&
Maximum 7.883& 8.065$ 7.550$ 7.220& 8.980& 89.63 & 526.1 & 826.2 & 240.1 $ 21.92 $ 5.801& 6.458&
Minimum 4.233& 6.191$ 5.926$ 3.860& 2.313& 3.931& 17.37 & 78.56 & 12.78 $ 5.829$ 3.822& 3.266&
Total 194.6 & 209.7 $ 205.3 $ 158.9 & 120.0 & 618.4 &6421 &9333 &2483 $ 369.1 $ 136.9 & 139.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 55.86 & # ... Relative Uncertainty +/-15%
Ann. Median 7.201& $ ... Relative Uncertainty +/-20%
Annual Total 20390 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 826.2 & 2.313&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.321$ 6.988$ 7.104$ 7.149$ 4.229& 4.425& 21.58 $ 9.637$ 419.8 & 7.326$ 4.816& 3.651& 1
2 5.160$ 6.887$ 7.179$ 7.137$ 4.007& 3.447& 19.93 $ 8.999$ 502.8 & 7.088$ 5.442$ 3.714& 2
3 5.268$ 6.717$ 7.214$ 6.616$ 3.927& 2.922& 15.99 $ 8.850$ 572.0 & 7.117$ 5.464$ 3.846& 3
4 5.370$ 6.621$ 7.275$ 6.233$ 4.027& 2.654& 15.29 $ 9.099$ 390.1 & 7.716$ 5.149$ 3.756& 4
5 5.311$ 6.572$ 6.962$ 6.165$ 4.139& 2.571& 60.91 $ 8.829$ 272.2 # 10.53 $ 4.775$ 4.159& 5
6 5.322$ 6.665$ 7.048$ 6.135$ 4.592$ 2.625& 74.76 $ 9.529$ 199.1 # 9.815$ 4.433& 4.675$ 6
7 5.864$ 6.523$ 7.421$ 6.027$ 4.716$ 3.459& 56.53 $ 8.631$ 149.6 # 8.857$ 4.110& 4.537$ 7
8 6.381$ 6.657$ 8.295$ 6.054$ 4.602$ 4.792& 43.63 $ 8.127$ 118.3 # 7.993$ 3.731& 4.876$ 8
9 6.183$ 6.641$ 7.871$ 6.156$ 4.289& 6.048$ 33.31 $ 8.359$ 90.88 $ 7.371$ 3.448& 4.974$ 9
10 6.378$ 6.561$ 7.392$ 6.020$ 4.229& 6.766$ 26.30 $ 7.889$ 64.43 $ 6.891$ 3.201& 4.878$ 10
11 6.380$ 6.632$ 7.262$ 6.156$ 4.091& 8.430$ 22.79 $ 7.465$ 44.30 $ 6.623$ 3.295& 4.813$ 11
12 6.477$ 6.708$ 6.986$ 6.111$ 4.165& 8.660$ 20.60 $ 7.068$ 32.95 $ 6.321$ 3.257& 4.844$ 12
13 6.520$ 6.697$ 6.528$ 6.223$ 4.052& 7.073$ 18.69 $ 6.819$ 27.17 $ 6.110$ 3.184& 4.771$ 13
14 6.492$ 6.824$ 6.223$ 6.298$ 4.191& 5.940$ 16.97 $ 8.491$ 24.37 $ 5.953$ 3.054& 4.519$ 14
15 6.366$ 6.791$ 6.036$ 6.439$ 4.165& 5.375$ 14.84 $ 11.01 $ 21.91 $ 5.780$ 2.878& 4.574$ 15
16 6.038$ 6.576$ 5.909$ 6.494$ 4.565& 5.060$ 13.18 $ 13.56 $ 18.75 $ 5.581$ 2.690& 4.564$ 16
17 6.004$ 6.669$ 5.941$ 6.099$ 4.817$ 4.796$ 12.58 $ 49.47 $ 16.39 $ 5.362$ 2.543& 4.547& 17
18 5.907$ 8.222$ 5.999$ 4.656$ 4.847$ 4.658$ 12.25 $ 45.93 $ 15.55 $ 5.050& 2.567& 4.492$ 18
19 5.964$ 8.323$ 5.952$ 5.017$ 4.639$ 4.523$ 12.97 $ 28.52 $ 20.31 $ 4.940$ 2.481& 4.555$ 19
20 5.671$ 8.401$ 6.465$ 5.630$ 4.605$ 4.327$ 23.21 $ 19.85 $ 18.17 $ 4.695$ 2.379& 4.807$ 20
21 6.212$ 8.474$ 6.955$ 5.633$ 4.583$ 4.239& 25.86 $ 15.86 $ 16.93 $ 4.547$ 2.285& 4.964$ 21
22 6.546$ 8.742$ 7.206$ 4.896$ 4.592$ 5.178& 25.11 $ 13.38 $ 14.92 $ 4.273& 2.324& 4.866$ 22
23 6.783$ 8.856$ 7.328$ 4.601$ 4.505& 15.92 $ 19.20 $ 15.09 $ 12.98 $ 4.193& 2.183& 4.662& 23
24 7.192$ 8.918$ 7.238$ 4.521$ 4.521& 40.03 $ 16.17 $ 18.37 $ 11.76 $ 4.078& 2.264& 4.722$ 24
25 7.232$ 8.716$ 7.223$ 4.420$ 4.495& 23.14 $ 14.64 $ 17.46 $ 10.84 $ 3.949& 2.214& 5.105$ 25
26 7.090$ 7.951$ 7.165$ 4.399$ 4.570$ 15.35 $ 13.34 $ 13.80 $ 10.23 $ 3.785& 3.314& 5.664$ 26
27 6.894$ 7.179$ 7.133$ 4.312& 4.533$ 19.77 $ 12.50 $ 12.06 $ 9.565$ 3.593& 3.852& 5.846$ 27
28 6.801$ 7.055$ 7.092$ 4.150& 4.581$ 25.47 $ 12.32 $ 11.16 $ 8.756$ 3.533& 3.891& 5.689$ 28
29 6.688$ 7.142$ 4.199& 4.584$ 22.24 $ 11.53 $ 11.81 $ 8.020$ 3.408& 3.823& 5.822$ 29
30 6.890$ 7.058$ 4.261& 4.613$ 20.06 $ 10.86 $ 81.05 $ 7.565$ 3.421& 3.785& 5.842$ 30
31 7.210$ 7.111$ 4.684$ 10.32 $ 290.9 # 3.772& 5.894$ 31
Mean 6.255$ 7.306$ 6.958$ 5.607& 4.424& 9.665& 22.84 $ 25.39 $ 104.4 & 5.796& 3.428& 4.794&
Median 6.378$ 6.808$ 7.111$ 6.041& 4.533& 5.276& 16.97 $ 11.16 $ 21.11 & 5.581& 3.276& 4.771&
Maximum 7.232$ 8.918$ 8.295$ 7.149& 4.847& 40.03 & 74.76 $ 290.9 $ 572.0 & 10.53 & 5.464& 5.894&
Minimum 5.160$ 6.523$ 5.909$ 4.150& 3.927& 2.571& 10.32 $ 6.819$ 7.565& 3.408& 2.183& 3.651&
Total 193.9 $ 204.6 $ 215.7 $ 168.2 & 137.2 & 289.9 & 708.2 $ 787.1 $3131 & 179.7 & 102.8 & 148.6 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.17 & # ... Relative Uncertainty +/-15%
Ann. Median 6.492& $ ... Relative Uncertainty +/-20%
Annual Total 6267 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 572.0 & 2.183&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.684$ 5.268$ 5.820$ 3.759& 1.164& 4.033& 111.2 $ 117.3 # 41.98 $ 27.88 $ 4.760$ 2.916& 1
2 5.665$ 5.247$ 5.692$ 3.767& 1.138& 3.500& 77.60 $ 114.8 # 108.5 $ 28.22 $ 5.922$ 2.971& 2
3 5.641$ 5.126$ 5.267$ 3.763& 1.097& 3.207& 46.56 $ 133.0 # 123.6 # 23.67 $ 6.402$ 2.832& 3
4 5.791$ 5.053$ 4.895$ 3.702& 1.135& 3.000& 29.89 $ 122.2 # 99.25 $ 19.86 $ 6.268$ 2.714& 4
5 5.443$ 5.049$ 4.865$ 3.731& 1.334& 2.867& 24.74 $ 110.0 # 83.61 $ 17.05 $ 5.713$ 2.612& 5
6 5.535$ 4.896$ 4.806$ 3.772& 1.927& 2.746& 65.34 $ 96.56 $ 206.3 & 15.01 $ 5.205$ 2.264& 6
7 5.502$ 4.866$ 4.734$ 3.740& 3.038& 2.715& 190.7 # 87.92 $1093 $ 15.14 $ 4.747$ 2.054& 7
8 5.313$ 4.898$ 4.703$ 3.585& 3.400& 2.648& 172.9 # 66.73 $ 680.2 & 35.13 $ 4.400& 1.763& 8
9 5.419$ 4.883$ 4.631$ 2.864& 3.052& 2.578& 127.5 # 82.73 $ 384.2 & 31.72 $ 4.498& 1.770& 9
10 5.247$ 4.834$ 4.508& 2.418& 2.647& 2.512& 95.71 $ 203.7 # 383.0 & 25.43 $ 5.649$ 1.480& 10
11 5.190$ 5.670$ 4.413& 2.279& 2.385& 3.467& 72.91 $ 257.9 # 345.5 & 19.38 $ 6.369$ 1.312& 11
12 5.242$ 6.123$ 4.522$ 2.081& 2.175& 4.145& 56.24 $ 220.3 # 269.4 # 15.41 $ 5.967$ 1.241& 12
13 5.223$ 6.108$ 4.516$ 2.253& 2.005& 4.509& 101.1 $ 174.5 # 216.4 # 13.51 $ 6.234$ 1.208& 13
14 5.267$ 6.109$ 4.525$ 2.269& 1.891& 3.851& 176.3 # 144.1 # 182.6 # 12.66 $ 6.346$ 1.140& 14
15 5.308$ 6.135$ 5.219$ 2.299& 1.766& 3.504& 206.7 # 123.0 # 156.1 # 11.37 $ 6.559$ 3.583& 15
16 5.268$ 6.181$ 5.944$ 2.287& 1.667& 3.273& 298.0 & 197.4 # 135.0 # 10.31 $ 6.407$ 3.942& 16
17 5.219$ 6.163$ 5.188$ 2.221& 1.553& 3.506& 480.4 & 204.6 # 118.0 # 9.593$ 5.922$ 3.852& 17
18 5.319$ 6.155$ 4.452$ 2.341& 1.518& 5.961& 400.4 & 182.1 # 101.5 $ 9.031$ 5.717$ 3.901& 18
19 5.196$ 6.105$ 4.422$ 2.582& 1.475& 7.171$ 281.7 # 146.5 # 106.9 $ 8.254$ 5.480$ 3.899& 19
20 5.121$ 6.116$ 4.340& 2.829& 1.428& 5.606$ 206.3 # 120.8 # 125.7 # 7.531$ 5.087$ 3.883& 20
21 5.276$ 6.079$ 4.195& 3.162& 1.391& 5.174$ 162.7 # 105.3 $ 112.6 # 6.897$ 4.762$ 3.771& 21
22 5.322$ 6.327$ 4.196& 3.016& 1.412& 5.808$ 135.9 # 90.75 $ 92.18 $ 6.515$ 4.396& 3.349& 22
23 5.359$ 6.717$ 4.039& 2.841& 1.406& 28.97 $ 136.5 # 77.53 $ 64.76 $ 6.153$ 3.975& 3.229& 23
24 5.317$ 6.768$ 3.724& 2.272& 1.566& 22.60 $ 123.6 # 61.79 $ 44.16 $ 5.825$ 3.658& 3.014& 24
25 5.301$ 6.295$ 3.733& 1.954& 2.554& 16.42 $ 99.69 $ 49.52 $ 31.43 $ 5.516$ 3.478& 3.148& 25
26 5.066$ 6.018$ 3.615& 1.745& 3.216& 12.75 $ 102.3 $ 37.61 $ 28.15 $ 5.249$ 3.265& 3.111& 26
27 5.033$ 6.462$ 3.758& 1.560& 3.466& 22.49 $ 115.2 $ 31.29 $ 30.53 $ 5.055$ 3.064& 3.089& 27
28 4.952$ 6.597$ 3.803& 1.427& 3.338& 37.35 $ 255.8 # 27.81 $ 32.89 $ 4.914$ 3.015& 3.017& 28
29 4.856$ 6.186$ 3.813& 1.283& 3.577& 119.3 $ 216.5 # 26.18 $ 33.34 $ 4.746$ 2.956& 3.022& 29
30 5.008$ 3.803& 1.235& 4.681& 132.6 # 165.5 # 22.25 $ 29.42 $ 4.503$ 2.912& 3.156& 30
31 5.090$ 3.783& 5.272$ 137.0 # 20.95 $ 4.285& 3.483& 31
Mean 5.296$ 5.808$ 4.514& 2.635& 2.248& 15.94 & 157.2 & 111.5 $ 182.0 & 13.41 & 4.971& 2.798&
Median 5.276$ 6.108$ 4.508& 2.380& 1.891& 4.089& 135.9 & 110.0 $ 110.6 & 10.31 & 5.146& 3.017&
Maximum 5.791$ 6.768$ 5.944& 3.772& 5.272& 132.6 & 480.4 & 257.9 $1093 & 35.13 & 6.559& 3.942&
Minimum 4.856$ 4.834$ 3.615& 1.235& 1.097& 2.512& 24.74 & 20.95 $ 28.15 & 4.285& 2.912& 1.140&
Total 164.2 $ 168.4 $ 139.9 & 79.04 & 69.68 & 478.3 &4873 &3457 $5460 & 415.8 & 149.1 & 86.73 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.46 & # ... Relative Uncertainty +/-15%
Ann. Median 5.268& $ ... Relative Uncertainty +/-20%
Annual Total 15540 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 1093 & 1.097&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 3.346& 7.173$ 6.517$ 6.468$ 5.049$ 16.85 $ 91.41 $ 848.4 # 140.8 # 114.4 $ 29.76 $ 5.590$ 1
2 4.488& 6.891$ 6.919$ 6.344$ 4.701$ 12.77 $ 79.51 $ 814.8 $ 181.4 # 145.7 # 24.67 $ 5.695$ 2
3 5.322$ 7.068$ 6.735$ 6.103$ 4.370$ 10.80 $ 66.27 $ 489.1 & 175.6 # 143.5 # 20.84 $ 5.642$ 3
4 5.495$ 7.166$ 7.252$ 6.096$ 4.395& 9.722$ 63.04 $ 360.6 & 152.9 # 122.8 # 19.17 $ 5.477$ 4
5 5.470$ 7.231$ 7.532$ 6.111$ 5.680$ 9.142$ 174.2 $ 297.9 # 132.1 # 113.2 # 17.15 $ 5.147$ 5
6 5.549$ 7.530$ 6.971$ 6.057$ 7.062$ 9.226$ 267.0 # 258.3 # 113.9 # 100.1 $ 15.07 $ 5.136$ 6
7 5.525$ 9.549$ 6.670$ 6.157$ 6.405$ 10.00 $ 361.3 & 229.8 # 98.23 $ 81.32 $ 13.80 $ 5.021$ 7
8 5.527$ 10.87 $ 6.409$ 6.328$ 4.776& 10.32 $ 329.1 & 235.9 # 80.77 $ 72.30 $ 12.78 $ 4.935$ 8
9 5.437$ 9.248$ 6.387$ 6.346$ 3.967& 9.444$ 325.6 & 365.4 & 135.8 $ 54.96 $ 11.27 $ 4.815$ 9
10 5.575$ 8.375$ 6.319$ 6.209$ 3.580& 12.50 $ 707.1 $ 654.8 $ 274.5 # 40.84 $ 10.21 $ 4.744$ 10
11 5.528$ 8.130$ 6.133$ 6.870$ 3.395& 23.98 $ 494.9 & 668.5 $ 259.4 # 39.20 $ 9.527$ 4.756$ 11
12 5.564$ 8.013$ 6.077$ 11.53 $ 3.283& 22.85 $ 336.8 & 481.4 & 196.5 # 51.99 $ 8.886$ 4.753$ 12
13 5.563$ 7.785$ 6.101$ 10.77 $ 3.187& 18.65 $ 890.5 & 365.8 & 154.9 # 44.26 $ 8.365$ 4.743$ 13
14 5.331$ 7.663$ 5.976$ 7.008$ 3.144& 17.53 $ 870.8 $ 306.1 # 129.6 # 39.17 $ 7.849$ 4.598& 14
15 5.324$ 7.532$ 5.996$ 6.245$ 3.040& 17.84 $ 512.5 & 265.4 # 118.6 # 34.80 $ 7.594$ 4.700$ 15
16 5.337$ 7.511$ 5.938$ 5.980$ 3.024& 15.90 $ 369.1 & 236.2 # 188.6 # 28.07 $ 7.283$ 4.641$ 16
17 5.333$ 7.250$ 6.057$ 5.808$ 3.126& 13.72 $ 294.0 # 206.0 # 256.4 # 24.85 $ 7.032$ 4.768$ 17
18 6.672$ 7.259$ 6.010$ 5.719$ 3.443& 12.14 $ 248.0 # 184.4 # 237.6 # 21.75 $ 6.756$ 4.917$ 18
19 7.790$ 7.217$ 6.106$ 5.662$ 4.029& 11.49 $ 217.1 # 194.2 # 225.9 # 45.61 $ 6.678$ 6.086$ 19
20 8.051$ 7.215$ 6.138$ 5.658$ 3.990& 22.92 $ 195.6 # 228.1 # 204.2 # 221.1 # 6.579$ 6.401$ 20
21 8.118$ 7.059$ 6.215$ 5.174$ 3.985& 94.42 $ 220.8 # 209.1 # 174.1 # 279.1 # 6.440$ 6.249$ 21
22 8.107$ 6.989$ 6.329$ 4.098& 4.118& 95.11 $ 234.5 # 182.9 # 147.3 # 229.6 # 6.578$ 6.075$ 22
23 8.012$ 6.867$ 6.491$ 3.845& 5.752$ 67.57 $ 209.7 # 159.3 # 125.8 # 166.1 # 6.687$ 5.835$ 23
24 8.100$ 6.898$ 6.638$ 3.791& 8.227$ 46.55 $ 196.9 # 142.2 # 108.3 # 124.7 # 6.426$ 5.814$ 24
25 8.195$ 6.797$ 6.632$ 3.684& 8.789$ 32.23 $ 173.6 # 130.2 # 93.83 $ 100.7 $ 5.984$ 5.723$ 25
26 8.238$ 6.806$ 6.644$ 3.627& 7.634$ 26.54 $ 165.9 # 128.5 # 82.65 $ 82.33 $ 5.595$ 5.599$ 26
27 7.442$ 6.742$ 6.592$ 3.632& 6.545$ 25.07 $ 290.9 & 124.0 # 77.33 $ 99.02 $ 5.302$ 5.418$ 27
28 7.350$ 6.691$ 6.496$ 3.686& 6.040$ 58.79 $ 363.0 & 115.6 # 77.54 $ 98.19 $ 5.008$ 5.417$ 28
29 7.297$ 6.385$ 3.831& 7.440$ 111.4 $ 391.4 & 112.7 # 77.78 $ 74.67 $ 4.802$ 5.360$ 29
30 7.176$ 6.324$ 4.416& 13.78 $ 108.0 $ 737.7 $ 121.3 # 77.48 $ 53.79 $ 4.567$ 5.127$ 30
31 7.256$ 6.276$ 20.03 $ 800.5 # 119.4 # 38.60 $ 5.221$ 31
Mean 6.372& 7.554$ 6.428$ 5.775& 5.677& 31.78 $ 344.5 & 297.9 & 150.0 $ 93.12 $ 10.29 $ 5.303&
Median 5.564& 7.224$ 6.385$ 6.018& 4.395& 17.69 $ 290.9 & 229.8 & 138.3 $ 81.32 $ 7.439$ 5.221&
Maximum 8.238& 10.87 $ 7.532$ 11.53 & 20.03 & 111.4 $ 890.5 & 848.4 & 274.5 $ 279.1 $ 29.76 $ 6.401&
Minimum 3.346& 6.691$ 5.938$ 3.627& 3.024& 9.142$ 63.04 & 112.7 & 77.33 $ 21.75 $ 4.567$ 4.598&
Total 197.5 & 211.5 $ 199.3 $ 173.2 & 176.0 & 953.4 $10679 & 9236 & 4500 $ 2887 $ 308.7 $ 164.4 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 81.33 & # ... Relative Uncertainty +/-15%
Ann. Median 8.051& $ ... Relative Uncertainty +/-20%
Annual Total 29686 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 890.5 & 3.024&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.350$ 6.141$ 6.720$ 5.161$ 3.851& 3.186& 6.451$ 218.8 # 38.14 $ 12.54 $ 7.304$ 3.479& 1
2 5.373$ 6.211$ 6.902$ 5.126$ 3.910& 3.175& 6.251$ 287.3 & 33.59 $ 11.47 $ 7.229$ 3.407& 2
3 5.349$ 6.156$ 6.935$ 4.815$ 4.046& 3.174& 6.055$ 409.0 & 29.06 $ 10.97 $ 6.943$ 3.180& 3
4 5.253$ 6.195$ 6.822$ 4.777$ 4.051& 3.163& 5.934$ 366.7 & 25.76 $ 10.49 $ 6.636$ 3.406& 4
5 5.206$ 6.186$ 6.701$ 4.695$ 3.989& 3.148& 6.045$ 279.2 # 28.39 $ 10.99 $ 6.243$ 3.283& 5
6 5.380$ 6.282$ 6.603$ 4.667$ 3.867& 3.121& 6.576$ 219.3 # 29.02 $ 13.12 $ 5.890$ 3.047& 6
7 5.367$ 6.604$ 6.632$ 4.566$ 3.824& 3.115& 6.558$ 236.7 # 28.47 $ 12.87 $ 5.720$ 3.181& 7
8 5.343$ 6.926$ 6.613$ 4.621$ 3.844& 3.099& 6.542$ 285.7 # 25.80 $ 11.49 $ 5.676$ 2.959& 8
9 5.278$ 8.777$ 6.216$ 4.616$ 3.844& 3.195& 6.978$ 395.1 & 22.99 $ 10.43 $ 5.532$ 2.825& 9
10 5.326$ 9.029$ 5.879$ 4.863$ 3.868& 3.360& 11.31 $ 371.8 & 20.77 $ 9.895$ 5.368$ 2.833& 10
11 5.281$ 8.842$ 6.015$ 5.480$ 3.895& 4.135& 13.17 $ 287.8 # 18.58 $ 9.561$ 5.368$ 2.643& 11
12 5.424$ 8.680$ 6.112$ 5.526$ 4.278& 5.063$ 11.46 $ 229.4 # 16.90 $ 9.577$ 5.316$ 2.437& 12
13 5.446$ 8.832$ 6.354$ 5.033$ 4.960$ 4.984$ 10.06 $ 207.5 # 55.54 $ 9.430$ 5.216$ 2.435& 13
14 5.460$ 8.907$ 6.392$ 4.706$ 5.093$ 5.330$ 9.644$ 290.9 # 123.8 # 9.241$ 5.080$ 2.103& 14
15 5.398$ 8.690$ 6.413$ 4.600$ 4.499& 4.846$ 17.26 $ 284.3 # 106.9 $ 8.835$ 4.912$ 5.609& 15
16 5.470$ 7.440$ 6.379$ 4.568$ 3.739& 4.798$ 20.97 $ 269.8 # 78.07 $ 8.421$ 4.678$ 5.863$ 16
17 5.376$ 6.742$ 6.353$ 4.553$ 3.099& 4.719$ 19.00 $ 508.9 & 48.48 $ 8.006$ 4.625$ 5.901$ 17
18 5.349$ 6.649$ 6.270$ 4.589$ 3.351& 5.655$ 43.16 $ 606.6 & 34.45 $ 7.597$ 4.726$ 5.977$ 18
19 5.246$ 6.459$ 6.308$ 4.580$ 3.547& 8.300$ 59.48 $ 381.1 & 48.52 $ 7.252$ 4.960$ 5.937$ 19
20 5.166$ 6.358$ 6.362$ 4.602$ 3.262& 7.819$ 33.71 $ 294.0 # 83.21 $ 7.051$ 5.002$ 5.840$ 20
21 5.044$ 6.198$ 6.451$ 4.562$ 2.913& 7.527$ 78.78 $ 241.0 # 71.48 $ 6.973$ 4.919$ 5.819$ 21
22 5.006$ 6.418$ 6.415$ 4.532$ 2.847& 7.922$ 114.4 # 196.1 # 53.83 $ 6.965$ 4.679$ 7.857$ 22
23 4.903$ 6.362$ 6.173$ 4.434$ 4.355& 8.117$ 118.2 $ 163.9 # 39.04 $ 6.710$ 4.409& 8.853$ 23
24 5.299$ 6.547$ 6.190$ 4.385& 9.591$ 8.614$ 172.5 # 141.0 # 35.03 $ 6.857$ 4.249& 8.984$ 24
25 5.324$ 6.508$ 5.940$ 4.418$ 7.263$ 8.313$ 148.5 # 124.7 # 34.62 $ 7.102$ 4.185& 9.140$ 25
26 6.309$ 6.620$ 4.908$ 4.626$ 5.124$ 7.876$ 282.3 # 110.6 # 28.70 $ 7.161$ 4.077& 9.232$ 26
27 6.572$ 6.565$ 5.027$ 4.314& 4.193& 7.379$ 306.3 # 97.93 $ 22.34 $ 6.883$ 3.989& 9.227$ 27
28 6.643$ 6.628$ 5.317$ 4.208& 3.740& 7.170$ 246.5 # 83.40 $ 19.54 $ 6.649$ 4.025& 9.376$ 28
29 6.353$ 4.929$ 4.074& 3.519& 6.978$ 239.8 # 67.85 $ 17.06 $ 6.470$ 3.916& 9.279$ 29
30 6.240$ 4.969$ 3.964& 3.382& 6.695$ 276.8 # 55.14 $ 14.41 $ 6.665$ 3.579& 6.645$ 30
31 6.275$ 4.944$ 3.271& 255.1 # 45.33 $ 7.233$ 5.788$ 31
Mean 5.510$ 7.070$ 6.137$ 4.655& 4.162& 5.466& 82.12 $ 250.2 & 41.08 $ 8.868$ 5.148& 5.372&
Median 5.350$ 6.584$ 6.353$ 4.601& 3.867& 5.024& 19.00 $ 241.0 & 31.32 $ 8.421$ 4.981& 5.788&
Maximum 6.643$ 9.029$ 6.935$ 5.526& 9.591& 8.614& 306.3 $ 606.6 & 123.8 $ 13.12 $ 7.304& 9.376&
Minimum 4.903$ 6.141$ 4.908$ 3.964& 2.847& 3.099& 5.934$ 45.33 & 14.41 $ 6.470$ 3.579& 2.103&
Total 170.8 $ 198.0 $ 190.2 $ 139.7 & 129.0 & 164.0 &2546 $7757 &1233 $ 274.9 $ 154.5 & 166.5 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.95 & # ... Relative Uncertainty +/-15%
Ann. Median 6.358& $ ... Relative Uncertainty +/-20%
Annual Total 13122 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 606.6 & 2.103&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 5.707$ 7.335$ 7.115$ 7.623$ 3.791& 2.755& 3.365& 10.82 $ 15.22 $ 9.392$ 3.197& 9.527$ 1
2 5.692$ 7.306$ 7.204$ 7.534$ 3.773& 2.971& 3.345& 15.09 $ 18.15 $ 13.09 $ 3.034& 9.599$ 2
3 5.533$ 7.354$ 7.278$ 7.456$ 3.752& 2.580& 3.723& 276.1 & 30.87 $ 16.21 $ 2.922& 9.812$ 3
4 5.451$ 7.416$ 7.372$ 7.291$ 3.707& 2.694& 5.259& 318.4 & 38.44 $ 13.69 $ 2.830& 9.925$ 4
5 5.540$ 7.342$ 7.254$ 6.625$ 3.693& 3.712& 7.553$ 208.3 # 31.39 $ 11.79 $ 2.621& 9.045$ 5
6 5.595$ 7.247$ 7.328$ 5.441$ 3.660& 5.666$ 7.056$ 142.3 # 35.43 $ 10.50 $ 2.522& 9.323$ 6
7 5.668$ 7.233$ 7.309$ 5.253$ 3.688& 5.821$ 6.923$ 106.3 $ 29.15 $ 9.449$ 2.532& 9.060$ 7
8 5.683$ 6.534$ 7.275$ 5.229$ 3.699& 4.808$ 6.247$ 197.3 & 23.18 $ 8.555$ 2.366& 9.114$ 8
9 5.717$ 6.247$ 7.433$ 5.265$ 3.747& 4.064& 5.752$ 319.1 & 19.67 $ 7.835$ 2.351& 8.561$ 9
10 5.593$ 6.178$ 7.463$ 5.438$ 3.944& 3.809& 5.495$ 228.8 # 17.20 $ 7.290$ 2.328& 7.459$ 10
11 5.471$ 6.018$ 7.322$ 6.015$ 4.010& 3.877& 5.422$ 173.9 # 15.32 $ 6.854$ 2.235& 6.894$ 11
12 5.496$ 6.085$ 6.305$ 6.283$ 4.154& 4.163& 5.370$ 134.7 # 16.03 $ 6.474$ 2.052& 6.794$ 12
13 5.500$ 6.086$ 5.466$ 6.082$ 4.168& 3.980& 5.506$ 107.9 $ 84.75 $ 6.065$ 2.202& 6.513$ 13
14 5.505$ 6.104$ 5.493$ 6.294$ 4.165& 3.953& 5.871$ 85.97 $ 251.2 # 5.730$ 2.224& 6.343$ 14
15 5.346$ 6.079$ 5.386$ 5.313$ 4.226& 4.061& 5.607$ 122.3 $ 211.4 # 5.395$ 2.260& 5.948$ 15
16 5.435& 6.887$ 5.552$ 4.505& 4.068& 3.813& 5.386$ 227.7 # 171.6 # 5.093$ 2.034& 6.089$ 16
17 5.668$ 7.308$ 5.742$ 4.171& 3.935& 3.614& 5.289$ 230.5 # 145.7 # 4.780$ 1.780& 5.931$ 17
18 5.546$ 7.401$ 5.795$ 4.015& 3.849& 3.597& 5.442$ 177.8 # 118.4 # 4.559$ 1.640& 5.765$ 18
19 6.638$ 7.260$ 5.785$ 3.881& 3.413& 3.409& 9.909$ 135.6 # 97.05 $ 4.435$ 1.521& 5.698$ 19
20 7.423$ 7.152$ 5.652$ 3.759& 2.960& 3.500& 19.92 $ 110.7 # 78.32 $ 4.317& 1.452& 5.531$ 20
21 7.427$ 7.182$ 5.470$ 3.635& 2.624& 3.555& 20.90 $ 96.66 $ 55.05 $ 4.182& 1.297& 5.158& 21
22 7.432$ 7.249$ 5.441$ 3.614& 2.535& 3.664& 16.26 $ 81.83 $ 35.65 $ 4.062& 1.068& 5.421& 22
23 7.344$ 7.245$ 5.385$ 3.599& 2.455& 3.700& 12.19 $ 64.88 $ 26.68 $ 3.982& 0.963& 4.890& 23
24 7.253$ 7.263$ 5.504$ 3.644& 2.435& 3.775& 9.119$ 49.21 $ 21.94 $ 3.856& 0.841& 4.922& 24
25 7.317$ 7.302$ 5.565$ 3.802& 2.193& 3.779& 7.405$ 38.32 $ 18.64 $ 3.742& 0.781& 4.576& 25
26 7.333$ 7.320$ 6.556$ 4.130& 2.024& 3.728& 8.488$ 30.27 $ 15.87 $ 3.582& 4.274& 5.272& 26
27 7.366$ 7.263$ 7.355$ 4.274& 1.991& 3.726& 10.82 $ 25.58 $ 13.71 $ 3.444& 5.771$ 6.498$ 27
28 7.463$ 7.121$ 7.244$ 4.054& 1.968& 3.646& 9.917$ 23.17 $ 12.37 $ 3.382& 5.665& 6.532$ 28
29 7.414$ 7.195$ 3.856& 1.954& 3.495& 10.95 $ 20.40 $ 11.02 $ 3.272& 7.699& 6.987$ 29
30 7.368$ 7.201$ 3.789& 2.064& 3.425& 13.10 $ 17.91 $ 10.04 $ 3.266& 9.507$ 6.859$ 30
31 7.363$ 7.417$ 2.495& 11.20 $ 16.25 $ 3.167& 7.612$ 31
Mean 6.300& 6.947$ 6.512$ 5.062& 3.263& 3.778& 8.348& 122.4 & 55.65 $ 6.498& 2.799& 7.021&
Median 5.692& 7.246$ 7.115$ 4.867& 3.693& 3.719& 6.923& 107.9 & 27.92 $ 5.093& 2.294& 6.532&
Maximum 7.463& 7.416$ 7.463$ 7.623& 4.226& 5.821& 20.90 & 319.1 & 251.2 $ 16.21 & 9.507& 9.925&
Minimum 5.346& 6.018$ 5.385$ 3.599& 1.954& 2.580& 3.345& 10.82 & 10.04 $ 3.167& 0.781& 4.576&
Total 195.3 & 194.5 $ 201.9 $ 151.9 & 101.1 & 113.3 & 258.8 &3794 &1669 $ 201.4 & 83.97 & 217.7 &
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.68 & # ... Relative Uncertainty +/-15%
Ann. Median 5.931& $ ... Relative Uncertainty +/-20%
Annual Total 7183 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 319.1 & 0.781&
Department of Water and Environmental Regulation HYDAY V145 Output 14/09/2024
Site 611009 Preston River - Lowden Rd Bridge Year 2024
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 7.736$ [ ] 3.647& 3.233& 0.071& 2.784& 3.690& 375.5 & 210.8 # [ ] [ ] [ ] 1
2 7.884$ [ ] 3.569& 3.127& 0.146& 3.705& 3.729& 336.5 & 179.7 # [ ] [ ] [ ] 2
3 7.852$ [ ] 3.543& 3.137& 0.199& 5.221& 4.012& 235.2 # 154.2 # [ ] [ ] [ ] 3
4 6.325& [ ] 3.857& 3.023& 0.211& 4.343& 4.018& 167.6 # 157.3 # [ ] [ ] [ ] 4
5 5.877& [ ] 3.940& 3.006& 0.230& 3.442& 3.760& 129.7 # 203.1 # [ ] [ ] [ ] 5
6 4.953& [ ] 3.830& 3.030& 0.245& 3.789& 3.684& 113.0 # 225.3 # [ ] [ ] [ ] 6
7 5.179& [ ] 3.707& 2.958& 0.378& 5.976& 3.882& 210.8 # 197.7 # [ ] [ ] [ ] 7
8 4.664& [ ] 3.667& 2.713& 0.453& 5.850$ 4.267& 232.9 # 160.6 # [ ] [ ] [ ] 8
9 4.220& [ ] 3.802& 2.548& 0.507& 4.899$ 5.011$ 171.2 # 137.7 # [ ] [ ] [ ] 9
10 4.607& [ ] 3.522& 2.841& 0.547& 6.026$ 18.67 $ 135.8 # 120.9 # [ ] [ ] [ ] 10
11 4.337& [ ] 3.628& 2.453& 0.716& 7.086$ 24.40 $ 122.1 # 100.6 $ [ ] [ ] [ ] 11
12 3.928& [ ] 3.613& 2.758& 0.973& 5.881$ 16.44 $ 118.6 # 82.88 $ [ ] [ ] [ ] 12
13 5.044& [ ] 3.415& 2.624& 1.481& 5.036$ 12.77 $ 110.1 # [ ] [ ] [ ] [ ] 13
14 5.834& [ ] 3.716& 1.630& 1.076& 4.507$ 11.06 $ 162.6 # [ ] [ ] [ ] [ ] 14
15 5.173& 3.588& 3.765& 0.937& 0.838& 4.128& 10.03 $ 231.5 # [ ] [ ] [ ] [ ] 15
16 4.570& 3.585& 3.723& 0.841& 0.805& 3.898& 8.992$ 193.9 # [ ] [ ] [ ] [ ] 16
17 4.068& 3.512& 3.632& 0.701& 0.731& 3.738& 8.377$ 218.2 # [ ] [ ] [ ] [ ] 17
18 4.056& 3.508& 3.480& 0.515& 0.694& 3.637& 12.24 $ 455.0 & [ ] [ ] [ ] [ ] 18
19 4.031& 3.583& 3.290& 0.432& 0.646& 3.542& 20.29 $ 438.4 & [ ] [ ] [ ] [ ] 19
20 4.486& 3.554& 3.269& 0.349& 0.575& 3.485& 18.92 $ 323.4 & [ ] [ ] [ ] [ ] 20
21 3.707& 3.411& 3.179& 0.303& 0.545& 3.361& 18.84 $ 256.8 # [ ] [ ] [ ] [ ] 21
22 [ ] 3.509& 3.250& 0.280& 0.501& 3.550& 20.33 $ 242.1 # [ ] [ ] [ ] [ ] 22
23 [ ] 3.633& 3.384& 0.248& 0.459& 3.979& 102.5 $ 362.7 & [ ] [ ] [ ] [ ] 23
24 [ ] 3.588& 3.131& 0.216& 0.453& 4.404& 134.3 # 748.6 & [ ] [ ] [ ] [ ] 24
25 [ ] 3.788& 3.185& 0.186& 0.474& 4.263& 99.92 $ 800.0 $ [ ] [ ] [ ] [ ] 25
26 [ ] 3.868& 3.276& 0.162& 0.472& 4.018& 77.08 $ 462.1 & [ ] [ ] [ ] [ ] 26
27 [ ] 3.820& 3.416& 0.136& 0.550& 3.970& 47.82 $ 345.7 & [ ] [ ] [ ] [ ] 27
28 [ ] 3.731& 3.208& 0.117& 0.740& 4.144& 56.59 $ 294.8 # [ ] [ ] [ ] [ ] 28
29 [ ] 3.825& 3.166& 0.096& 1.485& 4.064& 171.3 # 317.0 # [ ] [ ] [ ] [ ] 29
30 [ ] 3.188& 0.080& 2.312& 3.828& 166.7 # 308.4 # [ ] [ ] [ ] [ ] 30
31 [ ] 3.117& 2.700& 239.7 # 249.8 # [ ] [ ] 31
Mean 5.168& 3.634& 3.488& 1.489& 0.717& 4.352& 43.01 & 286.1 & 160.9 $ [ ] [ ] [ ]
Median 4.664& 3.588& 3.522& 0.889& 0.547& 4.041& 16.44 & 242.1 & 159.0 $ [ ] [ ] [ ]
Maximum 7.884& 3.868& 3.940& 3.233& 2.700& 7.086& 239.7 & 800.0 & 225.3 $ [ ] [ ] [ ]
Minimum 3.707& 3.411& 3.117& 0.080& 0.071& 2.784& 3.684& 110.1 & 82.88 $ [ ] [ ] [ ]
Total 108.5 & 54.50 & 108.1 & 44.68 & 22.21 & 130.6 &1333 &8870 &1931 $ [ ] [ ] [ ]
Missing Days 10 14 0 0 0 0 0 0 18 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 54.32 & # ... Relative Uncertainty +/-15%
Ann. Median 3.811& $ ... Relative Uncertainty +/-20%
Annual Total 12603 & & ... Relative Uncertainty +/-30%
Missing Days 134 [ ... Not Available
Maximum Minimum
Daily 800.0 & 0.071&