Water Information Reporting
Copyright © Government of Western Australia
Information supplied by the Department of Water and Environmental Regulation is protected by the Copyright Act 1968. That copyright belongs to the State of Western Australia.
Apart from any fair dealing for the purpose of private study, research, criticism or review, as permitted under the Copyright Act 1968, no part may be
reproduced or reused for any purpose without the written permission of the Department of Water and Environmental Regulation. Please click on the Copyright
link for full details.
Disclaimer / limitation of liability
The information contained herein is provided by the Department of Water and Environmental Regulation in good faith as a public service.
However, the Department does not guarantee the accuracy of this information, and it is the responsibility of recipients to make their own enquiries
as to its accuracy, currency and appropriateness. Telemetered data is provisional only and has not been verified for accuracy. If any aspect of this information is of significance to you, you should
discuss your particular circumstances with the Department. Please click on the Disclaimer
link for full details.
Should you require further information or technical assistance, please contact one of our water information officers.
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1979
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] [ ] 0.654$ 3.870$ 17.53 $ 66.99 " 85.75 " 64.63 " 132.7 " 4.924$ 0.970$ 1
2 [ ] [ ] [ ] 0.606$ 2.117$ 19.54 $ 68.12 " 72.12 " 70.54 " 142.4 " 6.139$ 0.825$ 2
3 [ ] [ ] [ ] 0.591$ 1.775$ 27.43 $ 57.11 " 64.85 " 76.77 " 169.3 " 6.133$ 0.732$ 3
4 [ ] [ ] [ ] 0.603$ 1.590$ 43.69 " 47.64 " 56.65 " 85.02 " 164.1 " 4.759$ 0.604$ 4
5 [ ] [ ] [ ] 0.601$ 1.425$ 38.11 " 40.06 " 58.49 " 87.02 " 133.8 " 3.319$ 0.518$ 5
6 [ ] [ ] [ ] 0.515$ 1.538$ 47.14 " 47.47 " 78.50 " 97.69 " 108.8 " 2.566$ 0.518$ 6
7 [ ] [ ] [ ] 0.556$ 1.316$ 37.07 " 148.5 " 157.2 " 98.51 " 91.03 " 3.265$ 0.506$ 7
8 [ ] [ ] [ ] 0.578$ 1.033$ 36.90 " 131.2 " 218.7 " 93.61 " 75.22 " 18.90 $ 0.494$ 8
9 [ ] [ ] [ ] 0.498$ 1.238$ 36.54 $ 106.6 " 214.5 " 92.11 " 87.72 " 49.09 $ 0.463$ 9
10 [ ] [ ] [ ] 0.477$ 1.004$ 30.60 $ 64.29 " 169.3 " 166.7 " 96.23 " 192.6 " 0.461$ 10
11 [ ] [ ] [ ] 0.562$ 0.823$ 28.36 $ 63.68 " 134.7 " 210.3 " 184.2 " 100.4 " 0.374$ 11
12 [ ] [ ] [ ] 0.478$ 0.892$ 24.83 $ 66.42 " 111.8 " 181.5 " 215.2 " 75.11 " 0.406$ 12
13 [ ] [ ] [ ] 0.508$ 0.961$ 21.34 $ 131.6 " 91.33 " 144.9 " 170.6 " 61.32 " 0.424$ 13
14 [ ] [ ] [ ] 0.504$ 1.115$ 19.69 $ 148.9 " 75.16 " 134.2 " 133.2 " 40.21 $ 0.456$ 14
15 [ ] [ ] [ ] 0.566$ 1.062$ 18.40 $ 292.8 # 64.78 " 110.2 " 105.5 " 30.66 $ 0.443$ 15
16 [ ] [ ] [ ] 0.607$ 1.025$ 20.34 $ 297.6 # 56.04 " 88.33 " 78.83 " 26.06 $ 0.416$ 16
17 [ ] [ ] [ ] 0.709$ 0.964$ 32.75 $ 354.5 # 63.06 " 70.81 " 58.90 " 22.95 $ 0.357$ 17
18 [ ] [ ] [ ] 1.035$ 0.824$ 22.58 $ 257.4 # 123.3 " 60.29 " 42.82 " 17.50 $ 0.328$ 18
19 [ ] [ ] [ ] 1.940$ 1.004$ 18.35 $ 161.0 " 223.8 " 53.57 " 33.66 $ 14.07 $ 0.310$ 19
20 [ ] [ ] [ ] 2.151$ 2.078$ 17.82 $ 154.6 " 224.1 " 46.07 " 29.44 $ 9.956$ 0.270$ 20
21 [ ] [ ] [ ] 2.450$ 20.59 $ 21.02 $ 177.4 " 194.3 " 55.03 " 42.51 " 7.230$ 0.195$ 21
22 [ ] [ ] 0.513$ 1.575$ 25.69 $ 21.36 $ 173.4 " 152.0 " 187.7 # 35.76 $ 5.246$ 0.173$ 22
23 [ ] [ ] 0.465$ 0.910$ 15.28 $ 30.83 $ 206.6 " 118.1 " 489.8 # 29.00 $ 4.352$ 0.154$ 23
24 [ ] [ ] 0.444$ 0.940$ 27.88 $ 37.36 " 286.5 # 99.55 " 311.2 # 27.59 $ 3.920$ 0.086$ 24
25 [ ] [ ] 0.450$ 1.034$ 43.04 $ 46.61 " 278.2 # 93.40 " 208.0 " 20.85 $ 3.304$ 0.072$ 25
26 [ ] [ ] 0.476$ 0.802$ 35.75 $ 47.86 " 204.5 " 107.3 " 189.5 " 15.12 $ 2.645$ 0.027$ 26
27 [ ] [ ] 0.714$ 0.841$ 31.39 $ 43.47 " 151.6 " 122.4 " 237.0 " 11.32 $ 2.199$ 0.003$ 27
28 [ ] [ ] 1.919$ 0.586$ 28.70 $ 40.33 " 119.5 " 104.7 " 255.4 " 8.498$ 1.687$ 0.000$ 28
29 [ ] 1.476$ 0.691$ 23.70 $ 51.34 " 136.3 " 81.15 " 218.1 " 6.674$ 1.508$ 0.000$ 29
30 [ ] 0.856$ 0.764$ 24.80 $ 52.60 " 130.8 " 70.17 " 165.1 " 5.322$ 1.143$ 0.000$ 30
31 [ ] 0.721$ 24.69 $ 110.3 " 65.87 " 4.585$ 0.000$ 31
Mean [ ] [ ] 0.803$ 0.844$ 10.62 $ 31.73 $ 151.0 # 114.6 " 145.0 # 79.39 $ 24.11 $ 0.342$
Median [ ] [ ] 0.613$ 0.607$ 1.590$ 30.71 $ 136.3 # 99.55 " 104.4 # 75.22 $ 6.136$ 0.374$
Maximum [ ] [ ] 1.919$ 2.450$ 43.04 $ 52.60 $ 354.5 # 224.1 " 489.8 # 215.2 $ 192.6 $ 0.970$
Minimum [ ] [ ] 0.444$ 0.477$ 0.823$ 17.53 $ 40.06 # 56.04 " 46.07 # 4.585$ 1.143$ 0.000$
Total [ ] [ ] 8.034$ 25.33 $ 329.2 $ 951.8 $4681 #3553 "4350 #2461 $ 723.2 $ 10.59 $
Missing Days 31 28 21 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 59.98 $ " ... Relative Uncertainty +/-10%
Ann. Median 28.36 $ # ... Relative Uncertainty +/-15%
Annual Total 17093 $ $ ... Relative Uncertainty +/-20%
Missing Days 80 [ ... Not Available
Maximum Minimum
Daily 489.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1980
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000& 0.000& 1.245& 2.624& 53.10 " 98.51 " 130.3 " 42.10 " 38.83 " 8.233$ 1
2 0.000$ 0.000$ 0.000& 0.000& 1.246& 2.828& 63.96 " 99.60 " 101.2 " 48.28 " 64.07 " 6.729$ 2
3 0.000$ 0.000& 0.000& 0.000& 1.282& 3.578& 40.64 " 85.81 " 98.24 " 36.97 " 104.1 " 4.831& 3
4 0.000$ 0.000& 0.000& 0.000& 1.286& 4.102& 31.75 " 61.62 " 105.2 " 33.99 " 60.49 " 3.127& 4
5 0.000$ 0.000& 0.000& 0.019& 1.584& 7.249$ 31.11 " 57.59 " 87.02 " 77.36 " 42.86 " 2.255& 5
6 0.000$ 0.000& 0.000& 0.667& 3.030& 6.231$ 29.00 " 82.50 " 73.84 " 81.22 " 31.43 " 1.692& 6
7 0.000$ 0.000& 0.000& 1.029& 2.936& 5.797$ 23.10 $ 81.11 " 63.51 " 54.35 " 21.79 $ 1.425& 7
8 0.000$ 0.000& 0.000& 0.853& 2.357& 11.31 $ 17.90 $ 70.12 " 61.10 " 37.22 " 15.52 $ 1.128& 8
9 0.000$ 0.000& 0.000& 0.904& 2.406& 8.873$ 15.06 $ 411.2 & 57.61 " 28.07 " 11.48 $ 0.933& 9
10 0.000$ 0.000& 0.000& 1.008& 2.678& 7.720$ 26.39 $ 533.9 " 50.16 " 24.90 $ 8.669$ 0.775& 10
11 0.000$ 0.000& 0.000& 1.134& 2.781& 11.62 $ 39.22 " 498.9 " 43.30 " 22.69 $ 6.702$ 0.691& 11
12 0.000$ 0.000& 0.000& 1.249& 3.058& 8.241$ 116.2 " 379.3 " 36.43 " 19.77 $ 5.283$ 0.600& 12
13 0.000$ 0.000& 0.000& 1.186& 3.114& 5.989$ 327.5 " 244.1 " 32.51 " 17.13 $ 4.643& 0.548& 13
14 0.000$ 0.000& 0.000& 1.095& 2.670& 7.882$ 367.4 " 156.3 " 34.36 " 14.10 $ 3.597& 0.518& 14
15 0.000$ 0.000& 0.000& 1.049& 2.320& 12.70 $ 484.0 " 113.9 " 39.34 " 14.19 $ 3.224& 0.493& 15
16 0.000$ 0.000& 0.000& 1.173& 2.018& 12.00 $ 607.2 & 82.47 " 56.25 " 83.68 $ 2.562& 0.418& 16
17 0.000$ 0.000& 0.000& 2.246& 1.789& 10.06 $ 496.6 " 67.41 " 88.83 " 118.4 " 2.576& 0.335! 17
18 0.000$ 0.000& 0.000& 3.337& 1.708& 11.37 $ 280.7 " 220.6 " 89.99 " 116.4 " 3.413& 0.301! 18
19 0.000$ 0.000& 0.000& 2.313& 1.635& 10.28 $ 217.6 " 565.8 & 72.82 " 96.26 " 3.135& 0.301! 19
20 0.000$ 0.000& 0.000& 2.259& 1.555& 8.213$ 143.6 " 743.7 & 55.63 " 72.73 " 2.426& 0.287! 20
21 0.000$ 0.000& 0.000& 7.878& 1.638& 7.381$ 97.07 " 591.0 & 44.11 " 89.22 " 1.970& 0.259! 21
22 0.000$ 0.000& 0.000& 8.235$ 2.609& 10.66 $ 65.71 " 397.8 " 46.07 " 140.5 " 1.716& 0.259! 22
23 0.000$ 0.000& 0.000& 5.832$ 4.313& 14.61 $ 55.13 " 276.5 " 56.93 " 157.7 " 1.476& 0.259! 23
24 0.000$ 0.000& 0.000& 4.052& 3.184& 17.66 $ 78.00 " 215.2 " 57.47 " 129.1 " 1.227& 0.259! 24
25 0.000$ 0.000& 0.000& 2.623& 4.395& 30.64 $ 120.9 " 176.8 " 48.11 " 124.5 " 1.433& 0.259! 25
26 0.000$ 0.000& 0.000& 1.988& 4.654& 27.37 $ 136.0 " 149.2 " 35.13 " 146.0 " 12.67 & 0.259! 26
27 0.000$ 0.000& 0.000& 1.679& 3.534& 25.85 $ 132.8 " 148.2 " 26.61 $ 134.3 " 11.18 $ 0.259! 27
28 0.000$ 0.000& 0.000& 1.560& 3.578& 27.94 " 155.2 " 146.1 " 23.96 $ 115.6 " 5.358& 0.259! 28
29 0.000$ 0.000& 0.000& 1.387& 3.868& 28.71 " 135.3 " 118.3 " 41.89 " 90.98 " 3.681& 0.259! 29
30 0.000$ 0.000& 1.299& 3.056& 53.12 " 102.5 " 128.9 " 43.87 " 64.72 " 6.666$ 0.259! 30
31 0.000$ 0.000& 2.763& 92.04 " 143.8 " 49.11 " 0.259! 31
Mean 0.000$ 0.000& 0.000& 1.935& 2.590& 13.42 & 147.8 & 230.5 & 60.06 $ 73.60 $ 16.14 & 1.241!
Median 0.000$ 0.000& 0.000& 1.218& 2.670& 10.17 & 97.07 & 148.2 & 55.94 $ 72.73 $ 5.320& 0.418!
Maximum 0.000$ 0.000& 0.000& 8.235& 4.654& 53.12 & 607.2 & 743.7 & 130.3 $ 157.7 $ 104.1 & 8.233!
Minimum 0.000$ 0.000& 0.000& 0.000& 1.245& 2.624& 15.06 & 57.59 & 23.96 $ 14.10 $ 1.227& 0.259!
Total 0.000$ 0.000& 0.000& 58.05 & 80.29 & 402.6 &4583 &7146 &1802 $2282 $ 484.2 & 38.47 !
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 46.11 ! ! ... Not reviewed / Quality not known
Ann. Median 3.473! " ... Relative Uncertainty +/-10%
Annual Total 16876 ! $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 743.7 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1981
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.259! 0.000& 0.000& 0.000$ 1.031$ 49.99 # 167.8 # 991.7 " 135.5 # 59.89 # 2.163$ 4.037$ 1
2 0.259! 0.000& 0.000& 0.000$ 1.035$ 46.43 # 142.4 # 682.9 " 115.4 # 121.1 # 1.836$ 2.773$ 2
3 0.259! 0.000& 0.000& 0.000$ 0.982$ 51.52 # 105.3 # 462.4 " 96.71 # 105.6 # 1.659$ 2.551$ 3
4 0.244! 0.000& 0.000& 0.000$ 1.016$ 47.70 # 95.41 # 361.0 # 85.04 # 77.76 # 1.560$ 2.358$ 4
5 0.218! 0.000& 0.000& 0.000$ 0.936$ 45.29 # 79.71 # 301.8 # 89.71 # 52.37 # 1.448$ 1.999$ 5
6 0.140& 0.000& 0.000& 0.000$ 0.924$ 40.77 # 68.42 # 280.4 # 80.18 # 40.46 # 1.406$ 1.516$ 6
7 0.086& 0.000& 0.000& 0.154$ 0.901$ 77.29 # 61.23 # 512.5 # 74.33 # 33.77 # 1.675$ 1.155$ 7
8 0.045& 0.000& 0.000& 2.001$ 0.838$ 128.4 # 53.93 # 644.6 " 168.2 # 28.05 # 1.771$ 0.933$ 8
9 0.003& 0.000& 0.000& 1.777$ 0.794$ 158.6 # 46.77 # 507.5 " 207.7 # 22.90 # 1.799$ 0.818$ 9
10 0.000& 0.000& 0.000& 1.431$ 0.809$ 121.3 # 42.84 # 485.5 " 176.3 # 18.20 # 1.686$ 0.787$ 10
11 0.000& 0.000& 0.000& 2.579$ 0.824$ 104.2 # 38.90 # 645.2 " 132.3 # 15.60 # 1.853$ 0.671$ 11
12 0.000& 0.000& 0.000& 2.085$ 0.829$ 113.6 # 36.53 # 825.4 " 114.0 # 13.44 # 2.757$ 0.625$ 12
13 0.000& 0.000& 0.000& 1.278$ 0.874$ 104.6 # 33.77 # 726.2 " 91.85 # 11.94 # 2.478$ 0.550$ 13
14 0.000& 0.000& 0.000& 1.024$ 0.979$ 68.68 # 29.48 # 711.3 " 71.46 # 9.139# 1.878$ 0.506$ 14
15 0.000& 0.000& 0.000& 0.909$ 1.362$ 54.59 # 26.28 #1101 " 60.95 # 7.715# 1.351$ 0.496$ 15
16 0.000& 0.000& 0.000& 0.811$ 1.372$ 46.95 # 22.97 #1308 " 52.50 # 6.991# 1.005$ 0.428$ 16
17 0.000& 0.000& 0.000& 0.763! 1.100$ 44.14 # 41.01 #1430 " 50.90 # 6.551# 0.876$ 0.379$ 17
18 0.000& 0.000& 0.000& 2.759! 0.986$ 41.07 # 107.3 # 969.1 " 53.60 # 6.369# 0.858$ 0.378$ 18
19 0.000& 0.000& 0.000& 3.657! 0.929$ 35.78 # 186.2 # 836.6 " 42.72 # 5.929# 0.777$ 0.354$ 19
20 0.000& 0.000& 0.000$ 2.399! 0.913$ 48.73 # 139.6 #1044 " 59.06 # 5.040# 0.765$ 0.354$ 20
21 0.000& 0.000& 0.000$ 1.844! 1.256$ 102.3 # 103.9 # 885.5 " 84.53 # 4.451$ 0.712$ 0.367$ 21
22 0.000& 0.000& 0.000$ 2.076! 2.032$ 98.58 # 301.9 # 665.3 " 69.66 # 3.877$ 0.755$ 0.351$ 22
23 0.000& 0.000& 0.000$ 1.474! 1.897$ 78.92 # 474.0 " 538.0 " 64.45 # 3.444$ 0.740$ 0.329$ 23
24 0.000& 0.000& 0.000$ 1.224$ 1.748$ 60.20 # 369.2 # 449.4 " 53.06 # 3.132$ 0.709$ 0.315$ 24
25 0.000& 0.000& 0.000$ 1.070$ 2.940$ 62.29 # 541.8 " 669.7 " 46.10 # 2.919$ 0.745$ 0.299$ 25
26 0.000& 0.000& 0.000$ 1.012$ 6.504# 68.27 # 471.3 " 648.1 " 45.15 # 4.821$ 8.466$ 0.263$ 26
27 0.000& 0.000& 0.000$ 0.966$ 13.48 # 83.38 # 587.2 " 468.7 " 40.34 # 6.827# 14.14 # 0.227$ 27
28 0.000& 0.000& 0.000$ 0.934$ 17.88 # 93.07 # 641.0 " 360.0 # 35.65 # 6.221# 12.35 # 0.213$ 28
29 0.000& 0.000$ 0.949$ 29.08 # 81.95 # 498.6 " 281.0 # 37.51 # 4.728$ 9.982# 0.283$ 29
30 0.000& 0.000$ 1.022$ 35.72 # 147.0 #1043 " 213.7 # 39.46 # 3.498$ 6.318# 0.363$ 30
31 0.000& 0.000$ 49.41 # 1275 " 167.4 # 2.658$ 0.384$ 31
Mean 0.049! 0.000& 0.000& 1.207! 5.851$ 76.85 # 252.7 # 650.7 # 82.48 # 22.43 $ 2.884$ 0.873$
Median 0.000! 0.000& 0.000& 1.023! 1.031$ 68.47 # 105.3 # 645.2 # 70.56 # 6.991$ 1.667$ 0.428$
Maximum 0.259! 0.000& 0.000& 3.657! 49.41 $ 158.6 #1275 #1430 # 207.7 # 121.1 $ 14.14 $ 4.037$
Minimum 0.000! 0.000& 0.000& 0.000! 0.794$ 35.78 # 22.97 # 167.4 # 35.65 # 2.658$ 0.709$ 0.213$
Total 1.51! 0.00& 0.00& 36.20! 181.4 $ 2306 # 7832 #20173 # 2474 # 695.4 $ 86.52$ 27.06$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 92.64 ! ! ... Not reviewed / Quality not known
Ann. Median 1.878! " ... Relative Uncertainty +/-10%
Annual Total 33813 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 1430 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1982
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.437$ 23.15 # 0.859$ 1.143$ 1.350$ 11.20 # 42.63 # 67.92 # 36.38 # 9.262# 0.835$ 7.234# 1
2 0.460$ 15.06 # 0.740$ 1.013$ 2.070$ 9.428# 48.71 # 95.07 # 31.69 # 7.621# 0.752$ 3.493$ 2
3 0.501$ 9.409# 0.703$ 0.994$ 1.791$ 12.23 # 43.95 # 104.9 # 27.27 # 6.875# 0.694$ 2.231$ 3
4 0.448$ 6.140# 0.700$ 1.014$ 1.717$ 11.10 # 77.94 # 87.79 # 22.25 # 7.609# 0.668$ 1.598$ 4
5 0.572$ 4.013$ 0.717$ 1.131$ 1.608$ 7.762# 70.36 # 61.26 # 22.39 # 9.578# 0.688$ 1.108$ 5
6 0.767$ 2.823$ 0.695$ 1.046$ 1.593$ 5.838# 121.4 # 55.92 # 19.94 # 8.434# 0.836$ 0.969$ 6
7 0.957$ 2.151$ 0.723$ 0.982$ 1.338$ 5.882# 87.90 # 55.76 # 16.09 # 10.44 # 0.885$ 0.800$ 7
8 0.879$ 1.777$ 0.697$ 0.996$ 1.262$ 22.53 # 78.21 # 64.35 # 15.01 # 20.29 # 0.728$ 0.617$ 8
9 0.770$ 1.575$ 0.639$ 1.054$ 1.275$ 25.82 # 65.29 # 91.40 # 13.70 # 11.82 # 0.669$ 0.490$ 9
10 0.691$ 1.358$ 0.590$ 1.031$ 1.259$ 36.46 # 93.56 # 96.46 # 11.72 # 7.378# 0.568$ 0.245$ 10
11 0.635$ 1.226$ 0.562$ 1.030$ 1.345$ 55.04 # 71.60 # 81.09 # 10.39 # 5.138$ 0.649$ 0.259$ 11
12 0.574$ 1.098$ 0.514$ 0.934$ 2.171$ 28.79 # 54.18 # 58.93 # 9.628# 3.910$ 0.557$ 0.281$ 12
13 0.527$ 1.060$ 0.606$ 0.890$ 3.744$ 18.76 # 39.35 # 52.43 # 8.878# 3.641$ 0.602$ 0.363$ 13
14 0.419$ 1.176$ 0.606$ 0.859$ 2.856$ 24.13 # 28.74 # 49.20 # 9.320# 2.875$ 0.768$ 0.477$ 14
15 0.374$ 1.362$ 0.603$ 0.781$ 2.156$ 20.83 # 32.88 # 41.44 # 18.89 # 2.270$ 1.038$ 0.498$ 15
16 0.373$ 1.538$ 0.588$ 0.781$ 1.747$ 48.80 # 117.3 # 34.14 # 19.08 # 1.880$ 0.919$ 0.490$ 16
17 0.335$ 1.523$ 0.565$ 0.781$ 1.783$ 68.74 # 94.64 # 28.01 # 18.17 # 1.627$ 0.757$ 0.451$ 17
18 0.310$ 1.285$ 0.544$ 0.762$ 2.866$ 65.55 # 65.57 # 23.05 # 14.09 # 1.344$ 0.620$ 0.406$ 18
19 0.240$ 1.108$ 0.548$ 0.777$ 2.586$ 58.22 # 49.13 # 28.90 # 11.74 # 1.128$ 0.500$ 0.364$ 19
20 0.257$ 0.988$ 0.625$ 0.781$ 1.633$ 39.14 # 42.26 # 29.80 # 9.695# 0.987$ 0.442$ 0.301$ 20
21 1.755$ 0.888$ 28.40 $ 0.796$ 1.207$ 40.13 # 38.76 # 21.12 # 9.778# 0.952$ 0.422$ 0.312$ 21
22 141.2 # 0.819$ 28.11 # 0.793$ 1.534$ 31.14 # 39.32 # 17.16 # 14.83 # 0.913$ 0.450$ 0.366$ 22
23 1008 & 0.735$ 8.106# 0.844$ 1.613$ 24.93 # 51.93 # 45.17 # 16.57 # 0.911$ 0.433$ 0.338$ 23
24 2561 & 0.669$ 10.67 # 0.878$ 1.841$ 26.50 # 52.11 # 92.97 # 26.70 # 1.081$ 0.390$ 0.297$ 24
25 1104 " 0.817$ 9.844# 0.911$ 2.200$ 48.05 # 40.48 # 73.42 # 41.26 # 1.612$ 0.397$ 0.334$ 25
26 534.6 " 1.115$ 5.604# 0.957$ 2.579$ 60.76 # 33.93 # 54.58 # 51.87 # 2.129$ 0.757$ 0.374$ 26
27 284.1 # 1.037$ 3.624$ 0.935$ 41.46 # 53.59 # 121.3 # 38.31 # 37.62 # 1.800$ 11.50 $ 0.303$ 27
28 163.1 # 0.961$ 2.403$ 0.865$ 44.41 # 41.13 # 250.8 # 38.71 # 26.27 # 1.473$ 10.03 # 0.276$ 28
29 89.07 # 1.847$ 0.762$ 37.14 # 36.32 # 187.2 # 39.88 # 17.21 # 1.211$ 9.995$ 0.230$ 29
30 58.69 # 1.580$ 0.796$ 30.98 # 34.18 # 125.2 # 35.23 # 12.09 # 1.041$ 20.28 # 0.178$ 30
31 35.09 # 1.392$ 17.90 # 89.72 # 34.48 # 0.926$ 0.130$ 31
Mean 193.2 & 3.102$ 3.691$ 0.911$ 7.130$ 32.43 # 76.01 # 54.80 # 20.02 # 4.457$ 2.294$ 0.833$
Median 0.691& 1.256$ 0.703$ 0.901$ 1.791$ 29.96 # 65.29 # 52.43 # 16.89 # 2.129$ 0.691$ 0.366$
Maximum 2561 & 23.15 $ 28.40 $ 1.143$ 44.41 $ 68.74 # 250.8 # 104.9 # 51.87 # 20.29 $ 20.28 $ 7.234$
Minimum 0.240& 0.669$ 0.514$ 0.762$ 1.207$ 5.838# 28.74 # 17.16 # 8.878# 0.911$ 0.390$ 0.130$
Total 5990 & 86.86 $ 114.4 $ 27.32 $ 221.0 $ 973.0 #2356 #1699 # 600.5 # 138.2 $ 68.83 $ 25.81 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 33.70 & " ... Relative Uncertainty +/-10%
Ann. Median 2.129& # ... Relative Uncertainty +/-15%
Annual Total 12301 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2561 & 0.130&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1983
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.101$ 0.000$ 0.174$ 0.848$ 0.584$ 1.568$ 122.3 # 285.5 # 326.8 # 24.31 # 1.791$ 0.775$ 1
2 0.071$ 0.000$ 0.197$ 2.731$ 0.767$ 6.985$ 114.3 # 215.4 # 437.0 " 21.62 # 1.531$ 0.766$ 2
3 0.059$ 0.000$ 0.220$ 1.754$ 5.363$ 3.928$ 92.46 # 133.6 # 366.9 " 19.31 # 1.421$ 0.845$ 3
4 0.043$ 0.000$ 0.231$ 0.908$ 4.578$ 2.092$ 64.99 # 93.40 # 762.9 " 17.31 # 1.286$ 0.895$ 4
5 0.024$ 0.000$ 0.236$ 0.626$ 1.495$ 1.675$ 46.60 # 213.6 # 932.0 " 15.82 # 1.334$ 0.872$ 5
6 0.012$ 0.000$ 0.225$ 0.548$ 1.147$ 1.954$ 37.93 # 252.0 # 786.7 " 16.80 # 1.397$ 0.857$ 6
7 0.004$ 0.000$ 0.218$ 0.525$ 1.592$ 2.247$ 28.35 # 199.8 #1920 & 24.37 # 6.304$ 0.774$ 7
8 0.000$ 0.000$ 0.201$ 0.604! 1.201$ 2.170$ 27.11 # 165.3 #1919 & 27.65 # 13.83 # 0.690$ 8
9 0.000$ 0.000$ 0.188$ 0.684! 0.995$ 2.375$ 66.09 # 120.8 #1191 " 43.39 # 7.360# 0.611$ 9
10 0.000$ 0.000$ 0.163$ 0.684! 0.894$ 1.956$ 182.2 # 84.72 # 676.8 " 45.37 # 4.542$ 0.553$ 10
11 0.000$ 0.000$ 0.144$ 0.655! 0.779$ 1.944$ 161.9 # 63.96 # 425.2 " 40.66 # 2.888$ 0.498$ 11
12 0.000$ 0.000$ 0.115$ 0.632! 1.038$ 6.567$ 119.7 # 72.69 # 321.2 # 33.12 # 2.183$ 0.434$ 12
13 0.000$ 0.000$ 0.077$ 0.601! 4.177$ 6.956# 101.7 # 158.3 # 374.5 " 39.59 # 2.041$ 0.375$ 13
14 0.000$ 0.000$ 0.032$ 0.597! 5.140$ 7.853# 84.55 # 205.9 # 505.8 " 33.82 # 2.050$ 0.349$ 14
15 0.000$ 0.000$ 0.007$ 0.597! 2.290$ 17.16 # 60.16 # 188.2 # 552.1 " 29.13 # 2.201$ 0.284$ 15
16 0.000$ 0.000$ 0.000$ 0.616! 1.590$ 8.693# 44.26 # 175.1 # 500.7 " 22.94 # 1.968$ 0.229$ 16
17 0.000$ 0.000$ 0.000$ 0.605! 1.267$ 7.025# 36.62 # 128.8 # 367.1 # 29.52 # 2.411$ 0.199$ 17
18 0.000$ 0.000$ 0.000$ 0.559! 1.196$ 33.48 # 36.13 # 97.45 # 270.0 # 32.87 # 4.732$ 0.181$ 18
19 0.000$ 0.000$ 0.000$ 0.541! 1.134$ 82.78 # 32.29 # 79.25 # 199.0 # 25.58 # 3.918$ 0.146$ 19
20 0.000$ 0.000$ 0.000$ 0.518! 1.036$ 72.52 # 27.59 # 83.80 # 156.5 # 18.84 # 3.165$ 0.078$ 20
21 0.000$ 0.000$ 0.000$ 0.527$ 0.992$ 39.23 # 24.98 # 84.59 # 123.3 # 13.89 # 2.678$ 0.011$ 21
22 0.000$ 0.000$ 0.000$ 0.570$ 1.030$ 26.87 # 25.20 # 75.12 # 97.85 # 9.577# 2.976$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.641$ 1.032$ 23.86 # 26.18 # 112.2 # 84.03 # 7.074# 2.544$ 0.000$ 23
24 0.000$ 0.000$ 0.001$ 0.676$ 1.060$ 18.31 # 42.91 # 243.0 # 76.02 # 5.484# 2.021$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.726$ 0.942$ 15.84 # 83.06 # 375.8 # 184.0 # 4.553$ 1.628$ 0.000$ 25
26 0.000$ 0.003$ 0.000$ 0.742$ 1.054$ 19.93 # 252.6 # 310.4 # 90.81 # 3.620$ 1.318$ 0.000$ 26
27 0.000$ 0.080$ 0.000$ 0.739$ 1.330$ 15.46 # 448.9 " 244.6 # 56.15 # 2.834$ 1.091$ 0.000$ 27
28 0.000$ 0.141$ 0.000$ 0.692$ 1.792$ 36.31 # 429.8 " 216.7 # 42.96 # 2.543$ 1.017$ 11.53 $ 28
29 0.000$ 0.000$ 0.627$ 1.804$ 97.47 # 298.3 # 276.6 # 35.89 # 2.375$ 0.880$ 6.222$ 29
30 0.000$ 0.013$ 0.622$ 1.314$ 151.5 # 279.5 # 312.0 # 29.67 # 2.142$ 0.785$ 2.145$ 30
31 0.000$ 0.001$ 1.004$ 355.0 # 276.1 # 1.921$ 2.147$ 31
Mean 0.010$ 0.008$ 0.079$ 0.746! 1.665$ 23.89 $ 121.1 # 178.9 # 460.4 & 19.94 $ 2.843$ 1.047$
Median 0.000$ 0.000$ 0.007$ 0.627! 1.147$ 8.273$ 66.09 # 175.1 # 346.9 & 19.31 $ 2.046$ 0.434$
Maximum 0.101$ 0.141$ 0.236$ 2.731! 5.363$ 151.5 $ 448.9 # 375.8 #1920 & 45.37 $ 13.83 $ 11.53 $
Minimum 0.000$ 0.000$ 0.000$ 0.518! 0.584$ 1.568$ 24.98 # 63.96 # 29.67 & 1.921$ 0.785$ 0.000$
Total 0.31$ 0.22$ 2.44$ 22.39! 51.61$ 716.7 $ 3753 # 5544 #13812 & 618.1 $ 85.29$ 32.47$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 67.50 ! ! ... Not reviewed / Quality not known
Ann. Median 1.754! " ... Relative Uncertainty +/-10%
Annual Total 24639 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum & ... Relative Uncertainty +/-30%
Daily 1920 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1984
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 4.399$ 0.000$ 0.000$ 0.000$ 1.828$ 36.33 # 32.03 # 59.97 # 327.4 # 57.48 # 3.700$ 2.220$ 1
2 2.748$ 0.000$ 0.000$ 0.000$ 1.246$ 24.99 # 29.70 # 67.60 # 350.8 " 80.55 # 6.487# 1.867$ 2
3 1.568$ 0.000$ 0.000$ 0.000$ 1.071$ 18.87 # 27.76 # 501.3 # 412.3 " 86.42 # 9.005# 1.443$ 3
4 1.083$ 0.000$ 0.000$ 0.000$ 0.894$ 15.47 # 33.80 # 866.7 " 436.5 " 82.22 # 6.740# 1.117$ 4
5 0.866$ 0.000$ 0.000$ 0.000$ 0.807$ 30.90 # 44.95 # 961.9 " 649.7 " 58.53 # 5.850# 0.993$ 5
6 0.667$ 0.000$ 0.000$ 0.000$ 0.775$ 116.7 # 113.4 # 743.4 " 913.1 " 46.05 # 19.35 # 0.928$ 6
7 0.512$ 0.000$ 0.000$ 0.000$ 0.880$ 172.3 # 186.7 # 620.8 " 755.8 " 39.87 # 26.39 # 0.794$ 7
8 0.379$ 0.000$ 0.000$ 0.000$ 1.400$ 116.9 # 217.8 # 667.7 " 613.4 " 40.44 # 31.66 # 0.734$ 8
9 0.284$ 0.000$ 0.000$ 0.000$ 2.809$ 87.06 # 247.1 # 617.2 " 818.2 " 37.42 # 37.01 # 0.715$ 9
10 0.209$ 0.000$ 0.000$ 0.000$ 5.146$ 75.52 # 216.3 # 629.5 "1384 " 27.41 # 27.29 # 0.710$ 10
11 0.141$ 0.000$ 0.000$ 0.000$ 2.851$ 51.08 # 151.9 # 520.4 "1031 " 20.81 # 23.76 # 0.767$ 11
12 0.061$ 0.000$ 0.000$ 0.000$ 2.202$ 30.19 # 108.3 # 391.7 " 841.3 " 16.66 # 22.21 # 0.832$ 12
13 0.002$ 0.000$ 0.000$ 0.000$ 1.713$ 47.38 # 85.09 # 290.6 # 609.8 " 14.07 # 13.77 # 0.867$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 1.307$ 56.31 # 64.15 # 223.6 # 550.1 " 11.83 # 8.592# 0.897$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 1.239$ 62.89 # 53.02 # 247.2 # 802.0 " 9.542# 5.730# 1.024$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 1.144$ 50.85 # 160.1 # 265.1 # 809.7 " 7.600# 8.126$ 1.302$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 1.358$ 38.80 # 279.0 # 217.4 # 780.3 " 6.550# 105.6 # 1.193$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 1.881$ 34.66 # 289.8 # 178.3 # 544.3 " 5.576# 89.13 # 0.954$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 2.959$ 27.22 # 224.2 # 202.7 # 410.2 " 4.570# 70.35 # 0.848$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 13.19 # 24.80 # 177.4 # 333.4 # 296.2 # 3.779$ 49.91 # 0.755$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 10.03 # 44.76 # 136.1 # 381.0 " 218.9 # 3.031$ 50.56 # 0.640$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 17.79 # 123.3 # 100.8 # 460.2 " 172.8 # 2.694$ 31.46 # 0.553$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 17.76 # 167.6 # 72.38 # 388.8 " 136.1 # 2.802$ 18.16 # 0.472$ 23
24 0.000$ 0.000$ 0.000$ 0.011$ 12.16 # 162.8 # 57.66 # 309.2 # 108.9 # 3.860$ 18.18 # 0.431$ 24
25 0.000$ 0.000$ 0.000$ 0.302$ 19.19 # 151.8 # 47.32 # 232.3 # 87.88 # 3.718$ 15.02 # 0.374$ 25
26 0.000$ 0.000$ 0.000$ 0.532$ 17.62 # 122.5 # 60.98 # 177.9 # 69.98 # 2.813$ 8.682# 0.307$ 26
27 0.000$ 0.000$ 0.000$ 0.528$ 36.28 # 87.36 # 69.80 # 175.5 # 58.62 # 2.269$ 6.107# 0.310$ 27
28 0.000$ 0.000$ 0.000$ 0.451$ 74.49 # 58.19 # 83.56 # 223.4 # 51.46 # 1.841$ 4.638# 0.332$ 28
29 0.000$ 0.000$ 0.000$ 0.633$ 81.54 # 41.61 # 93.07 # 175.9 # 47.61 # 1.588$ 3.369$ 0.342$ 29
30 0.000$ 0.000$ 2.125$ 71.55 # 33.45 # 89.33 # 247.1 # 47.82 # 1.573$ 2.581$ 0.362$ 30
31 0.000$ 0.000$ 51.60 # 71.83 # 307.1 # 2.557$ 0.385$ 31
Mean 0.417$ 0.000$ 0.000$ 0.153$ 14.73 $ 70.42 # 116.9 # 376.9 # 477.9 # 22.13 $ 24.31 $ 0.822$
Median 0.000$ 0.000$ 0.000$ 0.000$ 2.809$ 50.96 # 89.33 # 307.1 # 424.4 # 7.600$ 16.59 $ 0.767$
Maximum 4.399$ 0.000$ 0.000$ 2.125$ 81.54 $ 172.3 # 289.8 # 961.9 #1384 # 86.42 $ 105.6 $ 2.220$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.775$ 15.47 # 27.76 # 59.97 # 47.61 # 1.573$ 2.581$ 0.307$
Total 12.92$ 0.00$ 0.00$ 4.58$ 456.7 $ 2113 # 3625 #11685 #14336 # 686.1 $ 729.4 $ 25.47$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 92.01 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.819$ # ... Relative Uncertainty +/-15%
Annual Total 33674 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1384 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1985
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.367$ 0.498$ 0.000$ 0.000$ 2.134$ 12.73 # 139.1 # 63.14 # 297.1 # 58.97 # 5.215# 0.965$ 1
2 0.331$ 0.398$ 0.000$ 0.000$ 2.009$ 9.438# 158.0 # 46.37 # 233.8 # 48.67 # 3.951$ 0.929$ 2
3 0.276$ 0.296$ 0.000$ 0.000$ 2.296$ 8.376# 126.6 # 41.74 # 185.4 # 42.27 # 6.488$ 0.892$ 3
4 0.255$ 0.205$ 0.000$ 0.000$ 2.528$ 7.926# 88.75 # 63.77 # 154.8 # 37.50 # 14.00 # 0.829$ 4
5 0.208$ 0.120$ 0.000$ 0.000$ 2.418$ 10.64 # 84.22 # 63.29 # 118.0 # 31.61 # 10.21 # 0.815$ 5
6 0.155$ 0.055$ 0.000$ 0.000$ 1.981$ 10.18 # 53.96 # 98.77 # 83.24 # 28.46 # 6.806# 0.818$ 6
7 0.110$ 0.002$ 0.000$ 0.000$ 1.733$ 11.84 # 31.00 # 97.68 # 62.67 # 24.82 # 5.283# 0.812$ 7
8 0.038$ 0.000$ 0.000$ 0.000$ 1.479$ 20.82 # 22.78 # 100.2 # 57.03 # 19.58 # 9.554# 0.693$ 8
9 0.000$ 0.000$ 0.000$ 10.41 $ 1.378$ 17.98 # 23.94 # 147.9 # 68.66 # 23.58 # 16.67 # 0.590$ 9
10 0.000$ 0.000$ 0.000$ 28.62 # 1.333$ 20.93 # 20.22 # 193.0 # 56.99 # 27.52 # 11.25 # 0.547$ 10
11 0.000$ 0.000$ 0.000$ 70.33 # 1.277$ 15.34 # 16.49 # 171.3 # 52.97 # 20.31 # 6.687# 0.466$ 11
12 0.000$ 0.000$ 0.000$ 162.9 # 1.372$ 12.84 # 14.35 # 181.8 # 44.99 # 17.21 # 4.652$ 0.413$ 12
13 0.000$ 0.000$ 0.000$ 161.9 # 1.822$ 10.51 # 21.49 # 186.0 # 36.88 # 28.89 # 3.346$ 0.367$ 13
14 0.000$ 0.000$ 0.000$ 80.05 # 1.938$ 11.89 # 58.72 # 144.0 # 31.98 # 30.93 # 2.489$ 0.385$ 14
15 0.000$ 0.000$ 0.000$ 41.54 # 1.700$ 19.93 # 50.95 # 126.8 # 29.34 # 32.90 # 2.042$ 0.397$ 15
16 0.000$ 0.000$ 0.000$ 18.19 # 1.548$ 17.12 # 55.23 # 134.1 # 25.22 # 30.56 # 1.765$ 0.311$ 16
17 0.000$ 0.000$ 0.000$ 9.517# 1.503$ 28.40 # 49.46 # 131.1 # 62.61 # 25.77 # 1.700$ 0.262$ 17
18 0.000$ 0.000$ 0.000$ 5.863# 1.439$ 27.70 # 47.83 # 91.27 # 223.0 # 23.87 # 1.363$ 0.323$ 18
19 0.000$ 0.000$ 0.000$ 3.967$ 1.448$ 27.18 # 39.10 # 303.4 # 217.4 # 17.60 # 1.142$ 0.331$ 19
20 0.000$ 0.000$ 0.000$ 2.825$ 2.872$ 22.73 # 66.81 # 553.0 " 178.8 # 13.75 # 0.990$ 0.329$ 20
21 0.131$ 0.000$ 0.000$ 2.211$ 20.93 # 17.11 # 65.60 # 495.2 " 186.9 # 15.17 # 0.916$ 0.401$ 21
22 37.70 $ 0.000$ 0.000$ 1.845$ 10.31 # 17.20 # 60.13 # 465.0 " 439.4 # 14.01 # 0.906$ 0.395$ 22
23 32.60 # 0.000$ 0.000$ 1.616$ 5.497# 17.49 # 47.96 # 298.4 # 597.2 " 10.67 # 0.963$ 0.384$ 23
24 10.19 # 0.000$ 0.000$ 1.430$ 4.615$ 16.79 # 37.84 # 425.3 # 461.0 " 8.487# 0.945$ 0.361$ 24
25 4.574$ 0.000$ 0.000$ 1.308$ 4.157$ 28.76 # 30.91 # 747.6 " 421.6 " 6.820# 0.876$ 0.309$ 25
26 2.525$ 0.000$ 0.000$ 1.223$ 5.566# 23.55 # 29.49 # 749.3 " 285.7 # 5.669# 0.833$ 0.240$ 26
27 1.546$ 0.000$ 0.000$ 1.371$ 9.530# 19.45 # 43.72 # 900.4 " 199.8 # 5.131# 0.718$ 0.158$ 27
28 1.072$ 0.000$ 0.000$ 2.008$ 19.91 # 17.92 # 96.85 # 804.9 " 140.2 # 7.934# 0.735$ 0.167$ 28
29 0.866$ 0.000$ 2.256$ 16.47 # 15.65 # 97.85 # 566.2 " 99.89 # 12.05 # 0.755$ 0.309$ 29
30 0.714$ 0.000$ 2.347$ 15.51 # 15.54 # 101.8 # 442.8 " 72.90 # 8.493# 0.808$ 0.370$ 30
31 0.576$ 0.000$ 15.74 # 77.11 # 381.1 " 7.223# 0.388$ 31
Mean 3.040$ 0.056$ 0.000$ 20.46 $ 5.305$ 17.13 # 59.94 # 297.3 # 170.9 # 22.14 # 4.136$ 0.482$
Median 0.155$ 0.000$ 0.000$ 2.110$ 2.134$ 17.12 # 50.95 # 181.8 # 129.1 # 20.31 # 1.903$ 0.388$
Maximum 37.70 $ 0.498$ 0.000$ 162.9 $ 20.93 $ 28.76 # 158.0 # 900.4 # 597.2 # 58.97 # 16.67 $ 0.965$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 1.277$ 7.926# 14.35 # 41.74 # 25.22 # 5.131# 0.718$ 0.158$
Total 94.23 $ 1.574$ 0.000$ 613.7 $ 164.5 $ 514.0 #1858 #9215 #5126 # 686.4 # 124.1 $ 14.96 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 50.44 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.283$ # ... Relative Uncertainty +/-15%
Annual Total 18412 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 900.4 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1986
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.354$ 0.000$ 0.829$ 0.531$ 0.542$ 1.521$ 56.11 # 95.80 # 123.9 # 41.97 # 3.952$ 0.479$ 1
2 0.294$ 0.000$ 0.667$ 0.510$ 0.518$ 1.595$ 48.94 # 132.8 # 94.93 # 34.20 # 3.209$ 0.535$ 2
3 0.234$ 0.000$ 0.636$ 0.491$ 0.510$ 1.574$ 56.22 # 127.4 # 71.95 # 28.73 # 3.223$ 0.485$ 3
4 0.150$ 0.000$ 0.535$ 0.564$ 0.518$ 1.369$ 66.72 # 88.38 # 75.42 # 23.74 # 4.732$ 0.431$ 4
5 0.078$ 0.000$ 0.484$ 0.632$ 0.605$ 1.330$ 58.08 # 58.14 # 64.18 # 20.91 # 3.952$ 0.416$ 5
6 0.022$ 0.000$ 0.410$ 0.565$ 1.146$ 1.287$ 56.66 # 44.25 # 59.02 # 18.81 # 3.236$ 0.431$ 6
7 0.005$ 0.000$ 0.358$ 0.588$ 2.442$ 1.242$ 44.68 # 35.33 # 69.35 # 16.31 # 2.664$ 0.380$ 7
8 0.000$ 0.000$ 0.323$ 0.546$ 2.176$ 1.206$ 41.19 # 31.44 # 69.68 # 13.82 # 2.359$ 0.344$ 8
9 0.000$ 0.000$ 0.350$ 0.568$ 1.830$ 1.206$ 35.89 # 48.43 # 56.99 # 13.34 # 2.194$ 0.351$ 9
10 0.000$ 0.000$ 0.461$ 0.559$ 1.612$ 1.298$ 26.21 # 45.43 # 53.33 # 13.98 # 2.130$ 0.344$ 10
11 0.000$ 0.000$ 0.667$ 0.548$ 1.281$ 1.406$ 19.60 # 43.49 # 189.9 # 12.70 # 1.984$ 0.327$ 11
12 0.000$ 0.000$ 0.676$ 0.548$ 1.165$ 1.348$ 15.11 # 73.13 # 276.1 # 20.69 # 1.789$ 0.285$ 12
13 0.000$ 0.000$ 0.640$ 0.675$ 1.086$ 1.323$ 14.52 # 92.18 # 252.0 # 51.20 # 1.525$ 0.220$ 13
14 0.000$ 0.000$ 0.572$ 0.759$ 1.817$ 1.250$ 23.87 # 90.60 # 263.5 # 55.80 # 1.356$ 0.167$ 14
15 0.000$ 0.000$ 0.510$ 0.728$ 9.326# 1.286$ 68.34 # 126.2 # 240.1 # 44.82 # 1.259$ 0.147$ 15
16 0.000$ 0.000$ 0.458$ 0.691$ 4.925$ 5.958$ 62.78 # 132.9 # 332.4 # 36.17 # 1.239$ 0.130$ 16
17 0.000$ 0.000$ 0.463$ 0.668$ 2.775$ 10.40 # 61.84 # 104.6 # 310.0 # 51.02 # 1.220$ 0.098$ 17
18 0.000$ 0.000$ 0.495$ 0.625$ 2.062$ 6.379# 51.39 # 100.5 # 239.7 # 77.63 # 1.078$ 0.055$ 18
19 0.000$ 0.000$ 0.598$ 0.620$ 1.830$ 12.97 # 49.57 # 104.5 # 222.5 # 108.9 # 0.910$ 0.025$ 19
20 0.000$ 0.000$ 0.983$ 0.605$ 2.849$ 10.62 # 40.21 # 94.16 # 185.6 # 73.94 # 0.770$ 0.005$ 20
21 0.000$ 0.000$ 1.093$ 0.601$ 4.069$ 6.736# 32.52 # 74.21 # 157.9 # 58.22 # 0.691$ 0.000$ 21
22 0.000$ 0.000$ 0.792$ 0.630$ 3.021$ 4.923# 42.52 # 123.7 # 135.8 # 41.09 # 0.632$ 0.000$ 22
23 0.000$ 0.000$ 0.653$ 0.705$ 2.672$ 4.216$ 49.06 # 121.7 # 139.3 # 28.50 # 0.523$ 0.000$ 23
24 0.000$ 0.000$ 0.555$ 0.700$ 2.443$ 6.469# 72.45 # 116.5 # 129.3 # 19.35 # 0.492$ 0.000$ 24
25 0.000$ 0.000$ 0.548$ 0.691$ 2.235$ 11.57 # 160.8 # 110.5 # 106.1 # 13.56 # 0.484$ 0.000$ 25
26 0.000$ 0.000$ 0.496$ 0.667$ 2.408$ 34.66 # 136.9 # 108.6 # 90.31 # 9.616# 0.470$ 0.000$ 26
27 0.000$ 0.006$ 0.444$ 0.670$ 2.484$ 30.93 # 107.2 # 92.07 # 85.26 # 7.615# 0.462$ 0.000$ 27
28 0.000$ 1.118$ 0.459$ 0.668$ 2.431$ 59.08 # 94.00 # 147.7 # 72.74 # 7.525# 0.437$ 0.000$ 28
29 0.000$ 0.427$ 0.585$ 1.974$ 53.55 # 86.84 # 193.2 # 58.72 # 6.622# 0.426$ 0.000$ 29
30 0.000$ 0.529$ 0.576$ 1.725$ 69.95 # 85.92 # 153.8 # 49.55 # 5.882# 0.461$ 0.000$ 30
31 0.000$ 0.576$ 1.509$ 86.95 # 132.7 # 5.020# 0.000$ 31
Mean 0.037$ 0.040$ 0.570$ 0.617$ 2.193$ 11.62 $ 59.78 # 98.20 # 142.5 # 31.02 # 1.662$ 0.182$
Median 0.000$ 0.000$ 0.535$ 0.613$ 1.974$ 2.905$ 56.11 # 100.5 # 115.0 # 20.91 # 1.249$ 0.130$
Maximum 0.354$ 1.118$ 1.093$ 0.759$ 9.326$ 69.95 $ 160.8 # 193.2 # 332.4 # 108.9 # 4.732$ 0.535$
Minimum 0.000$ 0.000$ 0.323$ 0.491$ 0.510$ 1.206$ 14.52 # 31.44 # 49.55 # 5.020# 0.426$ 0.000$
Total 1.138$ 1.124$ 17.68 $ 18.52 $ 67.99 $ 348.7 $1853 #3044 #4275 # 961.7 # 49.86 $ 5.653$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 29.16 $ # ... Relative Uncertainty +/-15%
Ann. Median 1.298$ $ ... Relative Uncertainty +/-20%
Annual Total 10645 $
Maximum Minimum
Daily 332.4 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1987
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 15.55 # 7.210# 16.08 # 317.4 # 60.14 # 14.24 # 6.240$ 6.062# 1
2 0.000$ 0.000$ 0.000$ 0.000$ 11.45 # 6.342# 15.51 # 278.4 # 46.48 # 8.825# 33.43 # 3.741$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 7.783# 5.722# 15.62 # 190.1 # 38.26 # 6.603# 19.70 # 2.376$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 5.459# 5.846# 25.17 # 132.0 # 36.43 # 5.276# 24.38 # 1.618$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 4.067$ 7.790# 23.67 # 98.97 # 32.38 # 4.412$ 13.97 # 1.071$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 3.330$ 8.137# 21.31 # 66.28 # 29.83 # 3.865$ 7.515# 0.883$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 2.778$ 10.70 # 24.03 # 51.19 # 25.75 # 3.334$ 4.443$ 0.792$ 7
8 0.000$ 0.000$ 0.000$ 6.336$ 2.937$ 10.21 # 37.10 # 42.46 # 20.58 # 3.077$ 2.979$ 0.767$ 8
9 0.000$ 0.000$ 0.000$ 9.519# 15.59 $ 14.53 # 48.11 # 35.87 # 16.89 # 2.925$ 2.174$ 0.735$ 9
10 0.000$ 0.000$ 0.000$ 4.123$ 35.69 # 33.45 # 43.90 # 30.70 # 14.57 # 2.704$ 1.683$ 0.725$ 10
11 0.000$ 0.000$ 0.000$ 2.140$ 148.1 # 21.63 # 45.54 # 27.02 # 12.62 # 2.231$ 1.261$ 0.710$ 11
12 0.000$ 0.000$ 0.000$ 1.487$ 176.7 # 45.48 # 43.78 # 28.07 # 10.44 # 1.959$ 1.061$ 0.658$ 12
13 0.000$ 0.000$ 0.000$ 1.085$ 215.0 # 29.93 # 34.63 # 64.37 # 8.891# 2.568$ 0.894$ 0.553$ 13
14 0.000$ 0.000$ 0.000$ 0.979$ 176.8 # 18.61 # 29.02 # 56.44 # 7.933# 4.302$ 0.820$ 0.431$ 14
15 0.000$ 0.000$ 0.000$ 0.898$ 118.2 # 16.74 # 33.55 # 53.86 # 7.188# 8.318# 44.58 $ 0.330$ 15
16 0.000$ 0.000$ 0.000$ 0.807$ 70.46 # 22.77 # 59.02 # 49.09 # 6.335# 9.389# 23.85 # 0.236$ 16
17 0.000$ 0.000$ 0.000$ 0.781$ 44.22 # 19.79 # 56.60 # 37.70 # 5.709# 6.166# 12.35 # 0.166$ 17
18 0.000$ 0.000$ 0.000$ 0.781$ 29.70 # 28.42 # 52.47 # 34.93 # 5.456# 4.278$ 9.959# 0.122$ 18
19 0.000$ 0.000$ 0.000$ 0.781$ 20.08 # 25.22 # 49.53 # 29.04 # 5.305# 3.298$ 9.127# 0.105$ 19
20 0.000$ 0.000$ 0.000$ 0.727$ 17.49 # 17.71 # 39.40 # 26.51 # 4.808# 2.937$ 5.819# 0.087$ 20
21 0.000$ 0.000$ 0.000$ 1.111$ 15.99 # 20.52 # 31.76 # 31.58 # 4.040$ 2.664$ 4.517$ 0.058$ 21
22 0.000$ 0.000$ 0.000$ 3.184$ 13.52 # 23.58 # 24.39 # 37.62 # 3.518$ 2.324$ 3.581$ 0.032$ 22
23 0.000$ 0.000$ 0.000$ 5.312$ 12.32 # 32.82 # 30.49 # 37.46 # 3.713$ 1.977$ 3.094$ 0.030$ 23
24 0.000$ 0.000$ 0.000$ 165.5 # 13.85 # 34.95 # 92.12 # 34.87 # 5.745# 1.745$ 2.834$ 0.071$ 24
25 0.000$ 0.000$ 0.000$ 168.3 # 13.46 # 44.44 # 65.52 # 62.38 # 6.420# 1.496$ 2.337$ 0.223$ 25
26 0.000$ 0.000$ 0.000$ 91.68 # 11.35 # 35.78 # 57.90 # 181.6 # 10.52 # 1.305$ 1.657$ 0.579$ 26
27 0.000$ 0.000$ 0.000$ 51.30 # 10.41 # 30.01 # 50.80 # 155.6 # 33.78 # 1.071$ 1.105$ 0.487$ 27
28 0.000$ 0.000$ 0.000$ 53.73 # 8.669# 22.42 # 45.25 # 111.5 # 28.87 # 0.965$ 0.929$ 0.341$ 28
29 0.000$ 0.000$ 32.10 # 8.005# 20.67 # 83.44 # 95.77 # 32.05 # 0.916$ 1.200$ 0.231$ 29
30 0.000$ 0.000$ 20.53 # 7.208# 20.70 # 261.1 # 94.05 # 27.15 # 0.906$ 5.600$ 0.176$ 30
31 0.000$ 0.000$ 7.143# 252.9 # 64.67 # 0.960$ 0.146$ 31
Mean 0.000$ 0.000$ 0.000$ 20.77 $ 40.11 $ 21.40 # 55.15 # 82.50 # 18.39 $ 3.775$ 8.436$ 0.792$
Median 0.000$ 0.000$ 0.000$ 1.098$ 13.52 $ 20.69 # 43.78 # 53.86 # 11.57 $ 2.925$ 4.012$ 0.431$
Maximum 0.000$ 0.000$ 0.000$ 168.3 $ 215.0 $ 45.48 # 261.1 # 317.4 # 60.14 $ 14.24 $ 44.58 $ 6.062$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 2.778$ 5.722# 15.51 # 26.51 # 3.518$ 0.906$ 0.820$ 0.030$
Total 0.000$ 0.000$ 0.000$ 623.2 $1243 $ 642.1 #1710 #2558 # 551.8 $ 117.0 $ 253.1 $ 24.54 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.16 $ # ... Relative Uncertainty +/-15%
Ann. Median 4.123$ $ ... Relative Uncertainty +/-20%
Annual Total 7723 $
Maximum Minimum
Daily 317.4 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1988
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.124$ 0.000$ 0.000$ 0.000$ 0.286$ 286.9 #1686 $ 449.6 "1612 " 792.0 " 22.20 # 1.078$ 1
2 0.073$ 0.000$ 0.000$ 0.000$ 1.290$ 380.8 #1375 $ 367.5 "1081 " 615.2 " 20.84 # 1.387$ 2
3 0.020$ 0.000$ 0.000$ 0.000$ 8.240$ 899.9 "1108 $ 309.2 # 740.0 " 491.6 " 20.88 # 2.062$ 3
4 0.001$ 0.000$ 0.000$ 0.000$ 39.80 #1065 " 831.0 $ 269.2 # 522.1 " 424.1 " 20.38 # 1.647$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 49.96 # 758.4 " 592.6 $ 241.9 # 399.8 " 416.2 " 16.78 # 1.394$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 126.7 # 530.1 " 408.6 $ 209.3 # 383.5 " 383.2 " 14.55 # 1.209$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 145.6 # 404.6 " 348.1 $ 181.7 # 387.7 " 370.0 " 24.31 # 0.993$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 101.7 # 410.8 " 497.9 $ 155.9 # 304.6 # 297.2 # 31.22 # 0.877$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 64.27 # 359.7 # 719.0 $ 138.2 # 267.5 # 232.5 # 19.82 # 0.835$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 30.61 # 549.9 # 755.7 $ 150.9 # 231.6 # 189.3 # 14.84 # 0.801$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 14.49 # 763.8 " 633.0 $ 162.7 # 199.9 # 156.1 # 11.86 # 0.765$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 19.34 # 639.7 " 467.8 $ 247.0 # 173.4 # 123.4 # 11.59 # 0.665$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 116.1 #1066 " 414.9 $ 500.5 " 150.2 # 102.7 # 10.23 # 0.600$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 538.4 #1058 " 765.2 " 633.2 " 129.1 # 86.50 # 7.485# 0.525$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 789.4 " 952.1 " 737.5 " 756.2 " 155.5 # 73.53 # 5.663# 0.480$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 719.8 " 958.8 " 678.2 "1497 " 158.0 # 62.63 # 4.355$ 0.576$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 547.1 " 938.2 " 639.2 "1474 " 141.8 # 54.94 # 3.461$ 0.606$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 317.4 # 769.0 "1808 & 990.1 " 116.1 # 48.74 # 2.842$ 0.558$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 227.6 # 617.1 "2050 & 814.5 " 110.2 # 45.95 # 2.515$ 0.491$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 193.4 # 483.1 "1845 & 743.7 " 101.0 # 75.71 # 2.419$ 0.420$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 274.7 # 350.1 #1389 " 579.6 " 94.54 # 208.4 # 2.290$ 0.307$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 356.7 # 257.8 # 954.6 " 443.3 " 228.6 # 213.1 # 1.948$ 0.254$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 355.8 " 211.2 # 810.4 " 342.0 # 469.9 " 165.9 # 1.768$ 0.239$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 282.9 # 230.5 #2120 & 315.7 # 469.3 " 142.6 # 1.794$ 0.265$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 219.5 #3023 &3127 & 379.8 # 427.4 " 108.5 # 2.205$ 0.247$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 193.2 #5690 &2613 & 513.2 " 316.0 # 73.55 # 2.297$ 0.271$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 174.6 #4193 &1735 & 536.8 " 778.9 # 53.69 # 2.073$ 0.305$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 135.3 #3024 &1329 " 525.6 "1418 " 42.03 # 1.772$ 0.330$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 102.6 #2437 &1039 " 737.7 "1308 " 36.52 # 1.654$ 0.334$ 29
30 0.000$ 0.000$ 0.000$ 93.50 #2009 & 744.4 "1883 &1021 " 30.76 # 1.306$ 0.384$ 30
31 0.000$ 0.000$ 115.8 # 564.1 "2076 & 25.83 # 0.495$ 31
Mean 0.007$ 0.000$ 0.000$ 0.000$ 205.0 $1177 &1122 & 600.8 & 463.3 # 198.1 # 9.578$ 0.690$
Median 0.000$ 0.000$ 0.000$ 0.000$ 135.3 $ 761.1 & 810.4 & 449.6 & 310.3 # 123.4 # 5.009$ 0.558$
Maximum 0.124$ 0.000$ 0.000$ 0.000$ 789.4 $5690 &3127 &2076 &1612 # 792.0 # 31.22 $ 2.062$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.286$ 211.2 & 348.1 & 138.2 & 94.54 # 25.83 # 1.306$ 0.239$
Total 0.22$ 0.00$ 0.00$ 0.00$ 6356 $35319 &34787 &18625 &13898 # 6143 # 287.3 $ 21.40$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 315.4 & " ... Relative Uncertainty +/-10%
Ann. Median 20.86 & # ... Relative Uncertainty +/-15%
Annual Total 115435 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 5690 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1989
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.592$ 0.626$ 1.958$ 3.140$ 2.684$ 33.65 # 72.77 # 268.8 # 248.9 # 42.48 # 26.28 # 0.815$ 1
2 0.601$ 0.519$ 2.037$ 2.641$ 2.110$ 22.21 # 64.03 # 219.5 # 302.5 # 49.83 # 21.52 # 0.755$ 2
3 0.543$ 0.465$ 6.172# 2.287$ 1.873$ 18.57 # 65.21 # 305.0 # 247.6 # 62.44 # 15.69 # 0.671$ 3
4 0.429$ 0.358$ 5.640# 2.055$ 1.774$ 12.78 # 53.64 # 378.8 " 176.7 # 77.43 # 11.57 # 0.637$ 4
5 0.327$ 0.299$ 3.889$ 1.742$ 1.849$ 10.15 # 43.76 # 328.1 # 145.3 # 117.2 # 8.936# 0.593$ 5
6 0.472$ 0.177$ 3.140$ 1.434$ 1.934$ 9.147# 34.62 # 364.5 # 121.7 # 127.9 # 7.109# 0.517$ 6
7 0.751$ 0.111$ 2.522$ 1.323$ 1.789$ 10.08 # 34.70 # 347.8 # 100.4 # 173.4 # 5.765# 0.445$ 7
8 1.350$ 0.078$ 1.866$ 1.488$ 1.673$ 12.62 # 71.89 # 253.0 # 79.87 # 159.6 # 4.559$ 0.419$ 8
9 1.333$ 0.044$ 1.703$ 2.046$ 1.552$ 11.72 # 78.57 # 197.0 # 64.02 # 116.5 # 3.658$ 0.378$ 9
10 1.097$ 0.015$ 1.489$ 2.382$ 1.610$ 15.30 # 82.77 # 153.2 # 54.44 # 92.08 # 3.151$ 0.373$ 10
11 0.915$ 0.002$ 1.164$ 2.371$ 1.822$ 14.28 # 69.75 # 119.9 # 45.18 # 84.36 # 4.431$ 0.374$ 11
12 0.840$ 0.000$ 0.939$ 2.103$ 2.097$ 17.57 # 59.55 # 94.07 # 36.57 # 60.06 # 64.14 # 0.394$ 12
13 0.802$ 0.000$ 0.776$ 1.821! 2.002$ 30.65 # 48.40 # 84.94 # 32.66 # 47.39 # 186.1 # 0.388$ 13
14 0.922$ 0.000$ 0.629$ 1.660$ 1.746$ 29.80 # 119.8 # 81.87 # 29.52 # 46.21 # 227.1 # 0.318$ 14
15 1.340$ 0.034$ 0.496$ 1.626$ 1.673$ 32.02 # 181.0 # 66.54 # 34.91 # 47.19 # 199.9 # 0.213$ 15
16 1.471$ 2.560$ 0.382$ 1.626$ 4.266$ 32.73 # 201.4 # 54.82 # 37.84 # 36.15 # 132.8 # 0.172$ 16
17 0.993$ 3.277$ 0.286$ 1.533$ 16.71 # 56.56 # 202.5 # 47.82 # 34.23 # 29.54 # 87.00 # 0.216$ 17
18 0.748$ 1.652$ 0.209$ 1.305$ 16.89 # 80.31 # 150.5 # 206.3 # 37.18 # 42.68 # 58.30 # 0.269$ 18
19 0.573$ 1.065$ 0.177$ 1.163$ 40.41 # 84.95 # 108.1 # 376.5 " 34.90 # 69.29 # 44.42 # 0.293$ 19
20 0.444$ 0.924$ 0.164$ 1.069$ 28.67 # 61.38 # 158.7 # 362.7 " 41.62 # 54.36 # 29.61 # 0.248$ 20
21 0.366$ 0.789$ 0.161$ 1.028$ 29.06 # 41.16 # 232.8 # 320.4 # 44.76 # 163.0 # 19.06 # 0.204$ 21
22 0.321$ 0.658$ 0.161$ 0.984$ 18.41 # 25.81 # 271.8 # 241.7 # 39.31 # 201.2 # 12.60 # 0.179$ 22
23 0.232$ 0.560$ 0.152$ 1.239$ 27.82 # 18.79 # 240.8 # 177.8 # 34.34 # 113.6 # 8.300# 0.153$ 23
24 0.253$ 0.503$ 0.141$ 5.208$ 20.93 # 14.69 # 218.7 # 172.4 # 34.15 # 73.87 # 5.757# 0.182$ 24
25 0.522$ 0.553$ 0.131$ 5.354$ 12.85 # 12.35 # 203.1 # 147.3 # 32.39 # 76.97 # 3.807$ 0.350$ 25
26 4.982$ 1.525$ 0.122$ 2.820$ 11.01 # 11.44 # 157.2 # 109.4 # 27.54 # 68.40 # 2.541$ 0.631$ 26
27 7.370# 2.610$ 0.120$ 2.342$ 16.00 # 10.28 # 135.8 # 84.95 # 24.63 # 55.88 # 1.900$ 0.379$ 27
28 3.511$ 2.867$ 0.122$ 3.995$ 28.19 # 14.47 # 232.0 # 79.00 # 40.95 # 44.55 # 1.464$ 0.263$ 28
29 1.856$ 0.139$ 5.098$ 55.70 # 24.31 # 278.2 # 78.84 # 59.38 # 38.28 # 1.122$ 0.171$ 29
30 1.148$ 0.181$ 3.596$ 54.10 # 56.94 # 357.4 # 225.2 # 52.72 # 34.83 # 0.946$ 0.116$ 30
31 0.835$ 0.500$ 54.71 # 387.4 # 279.2 # 29.29 # 0.054$ 31
Mean 1.224$ 0.795$ 1.212$ 2.283! 14.96 $ 27.56 # 148.9 # 200.9 # 76.54 # 78.58 # 39.99 $ 0.360$
Median 0.802$ 0.511$ 0.496$ 1.933! 4.266$ 18.68 # 135.8 # 197.0 # 41.28 # 62.44 # 10.25 $ 0.350$
Maximum 7.370$ 3.277$ 6.172$ 5.354! 55.70 $ 84.95 # 387.4 # 378.8 # 302.5 # 201.2 # 227.1 $ 0.815$
Minimum 0.232$ 0.000$ 0.120$ 0.984! 1.552$ 9.147# 34.62 # 47.82 # 24.63 # 29.29 # 0.946$ 0.054$
Total 37.94 $ 22.27 $ 37.57 $ 68.48 ! 463.9 $ 826.7 #4617 #6228 #2296 #2436 #1200 $ 11.17 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 49.98 ! ! ... Not reviewed / Quality not known
Ann. Median 9.147! " ... Relative Uncertainty +/-10%
Annual Total 18244 ! # ... Relative Uncertainty +/-15%
$ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 387.4 ! 0.000!
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1990
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.013$ 0.562$ 0.145$ 0.783$ 4.332$ 10.28 # 39.16 # 256.1 # 67.71 # 40.85 # 37.87 # 0.650$ 1
2 0.003$ 0.417$ 0.118$ 0.844$ 4.431$ 11.11 # 42.92 # 311.1 # 64.49 # 38.70 # 74.32 # 0.496$ 2
3 0.000$ 0.317$ 0.072$ 1.092$ 3.853$ 9.991# 37.84 # 379.0 " 54.70 # 40.13 # 103.6 # 0.365$ 3
4 0.000$ 0.240$ 0.078$ 1.285$ 4.011$ 7.714# 37.64 # 391.1 " 47.19 # 46.39 # 118.3 # 0.260$ 4
5 0.000$ 0.169$ 0.313$ 1.627$ 4.747$ 6.398# 32.96 # 462.1 " 41.62 # 101.8 # 84.62 # 0.183$ 5
6 0.000$ 0.128$ 0.791$ 1.187$ 3.665$ 6.858# 29.05 # 391.6 " 37.22 # 141.8 # 53.89 # 0.146$ 6
7 0.000$ 0.080$ 0.712$ 0.956$ 3.286$ 8.781# 22.58 # 328.6 # 33.77 # 181.2 # 29.41 # 0.171$ 7
8 0.000$ 0.026$ 0.569$ 0.846$ 3.208$ 16.37 # 19.90 # 265.6 # 29.53 # 127.0 # 18.12 # 0.201$ 8
9 0.000$ 0.003$ 0.464$ 0.774$ 2.794$ 26.67 # 17.55 # 209.5 # 27.28 # 91.58 # 11.81 # 0.211$ 9
10 0.000$ 0.000$ 0.348$ 2.595$ 2.450$ 42.93 # 18.12 # 184.5 # 40.10 # 96.09 # 8.364# 0.185$ 10
11 0.000$ 0.000$ 0.274$ 11.10 # 2.175$ 68.93 # 32.49 # 177.8 # 49.30 # 154.3 # 6.098# 0.149$ 11
12 0.000$ 0.000$ 0.240$ 9.568# 2.044$ 50.02 # 36.85 # 154.8 # 42.27 # 153.5 # 4.531$ 0.121$ 12
13 0.021$ 0.000$ 0.213$ 5.231$ 2.079$ 52.20 # 180.4 # 132.2 # 38.83 # 165.3 # 3.641$ 0.099$ 13
14 0.299$ 0.000$ 0.182$ 3.347$ 2.485$ 65.47 # 128.7 # 124.3 # 32.45 # 222.3 # 3.186$ 0.082$ 14
15 0.490$ 0.779$ 0.148$ 7.763# 26.49 $ 110.3 # 140.5 # 122.7 # 27.07 # 203.9 # 2.979$ 0.065$ 15
16 0.412$ 1.554$ 0.120$ 5.658# 49.46 # 111.4 # 180.4 # 105.5 # 25.55 # 161.4 # 4.406$ 0.045$ 16
17 0.259$ 1.349$ 0.104$ 3.894$ 39.55 # 98.84 # 348.4 # 91.24 # 27.30 # 172.7 # 9.333# 0.027$ 17
18 0.159$ 1.109$ 0.090$ 2.833$ 46.60 # 75.33 # 283.4 # 87.31 # 79.70 # 159.1 # 9.642# 0.020$ 18
19 0.094$ 0.959$ 0.084$ 2.557$ 39.48 # 57.71 # 238.5 # 142.3 # 123.8 # 152.5 # 7.495# 0.015$ 19
20 0.037$ 0.859$ 0.086$ 4.865$ 32.61 # 40.99 # 256.3 # 171.6 # 88.46 # 116.7 # 10.89 # 0.011$ 20
21 0.030$ 0.788$ 0.072$ 4.987$ 18.08 # 30.68 # 895.2 # 169.4 # 62.69 # 99.51 # 9.744# 0.008$ 21
22 0.012$ 0.750$ 0.088$ 3.688$ 12.47 # 22.54 #1289 " 158.2 # 55.69 # 77.99 # 6.887# 0.006$ 22
23 0.002$ 0.647$ 0.189$ 7.053$ 10.14 # 17.69 #1972 & 149.7 # 88.86 # 61.24 # 5.380# 0.004$ 23
24 0.000$ 0.502$ 0.507$ 8.650# 9.711# 15.69 #2326 & 127.7 # 138.6 # 46.53 # 4.299$ 0.002$ 24
25 0.000$ 0.394$ 1.160$ 5.978# 9.165# 13.83 #2733 & 110.2 # 231.4 # 34.99 # 3.415$ 0.001$ 25
26 0.000$ 0.303$ 3.398$ 7.449# 7.754# 13.97 #2649 & 84.83 # 183.2 # 27.67 # 2.665$ 0.000$ 26
27 0.000$ 0.231$ 3.081$ 6.952# 9.301# 13.55 #1768 & 72.97 # 151.7 # 21.35 # 2.040$ 0.000$ 27
28 0.000$ 0.172$ 1.744$ 5.482# 15.04 # 12.71 #1036 " 77.60 # 117.9 # 15.72 # 1.493$ 0.000$ 28
29 0.000$ 1.169$ 4.760$ 12.42 # 14.87 # 657.8 " 90.07 # 76.41 # 15.85 # 1.048$ 0.000$ 29
30 0.013$ 0.950$ 4.110$ 10.57 # 38.56 # 466.8 " 87.55 # 52.16 # 22.17 # 0.823$ 0.000$ 30
31 0.525$ 0.842$ 12.96 # 332.8 # 78.40 # 21.52 # 0.000$ 31
Mean 0.076$ 0.441$ 0.592$ 4.264$ 13.14 $ 35.75 # 588.7 & 183.7 # 71.23 # 97.16 # 21.35 $ 0.114$
Median 0.000$ 0.310$ 0.240$ 4.002$ 9.165$ 20.11 # 180.4 & 149.7 # 53.43 # 96.09 # 7.191$ 0.045$
Maximum 0.525$ 1.554$ 3.398$ 11.10 $ 49.46 $ 111.4 #2733 & 462.1 # 231.4 # 222.3 # 118.3 $ 0.650$
Minimum 0.000$ 0.000$ 0.072$ 0.774$ 2.044$ 6.398# 17.55 & 72.97 # 25.55 # 15.72 # 0.823$ 0.000$
Total 2.37$ 12.34$ 18.35$ 127.9 $ 407.4 $ 1072 #18251 & 5695 # 2137 # 3012 # 640.4 $ 3.52$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 85.97 & " ... Relative Uncertainty +/-10%
Ann. Median 8.364& # ... Relative Uncertainty +/-15%
Annual Total 31379 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2733 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1991
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 1.429$ 1.315$ 32.19 # 102.6 # 903.3 " 179.4 # 83.41 # 3.304$ 0.732$ 1
2 0.000$ 0.000$ 0.000$ 1.375$ 1.393$ 19.79 # 92.94 #1653 & 149.7 # 71.29 # 4.551$ 0.654$ 2
3 0.000$ 0.000$ 0.000$ 1.063$ 1.372$ 15.25 # 86.04 #2224 & 128.0 # 66.69 # 4.978# 0.593$ 3
4 0.000$ 0.000$ 0.000$ 0.910$ 1.660$ 23.55 # 154.7 #2191 & 109.2 # 58.28 # 5.721# 0.535$ 4
5 0.000$ 0.000$ 0.001$ 0.802$ 1.670$ 20.50 # 198.0 #1549 " 103.3 # 52.05 # 21.60 # 0.530$ 5
6 0.000$ 0.000$ 0.138$ 0.749$ 1.642$ 29.00 # 213.1 #1094 " 93.89 # 44.73 # 19.89 # 0.508$ 6
7 0.000$ 0.000$ 0.673$ 0.708$ 1.642$ 24.75 # 206.0 # 759.3 " 90.12 # 39.42 # 13.19 # 0.489$ 7
8 0.000$ 0.000$ 0.816$ 0.680$ 1.605$ 20.27 # 170.2 # 541.0 " 110.4 # 35.56 # 15.06 # 0.445$ 8
9 0.000$ 0.000$ 0.735$ 0.778$ 1.627$ 16.56 # 125.6 # 393.4 " 243.9 # 30.93 # 10.71 # 0.408$ 9
10 0.000$ 0.000$ 0.665$ 1.080$ 1.659$ 14.18 # 100.3 # 298.0 # 310.3 # 27.64 # 23.94 # 0.350$ 10
11 0.000$ 0.000$ 0.556$ 1.721$ 1.447$ 13.57 # 71.81 # 240.0 # 263.7 # 23.79 # 16.10 # 0.315$ 11
12 0.000$ 0.000$ 0.485$ 1.746$ 1.211$ 10.70 # 54.65 # 198.6 # 223.9 # 20.50 # 9.024# 0.324$ 12
13 0.000$ 0.000$ 0.412$ 1.365$ 1.068$ 8.558# 46.45 # 164.4 # 188.4 # 16.91 # 17.11 # 0.302$ 13
14 0.000$ 0.000$ 0.360$ 1.102$ 1.087$ 10.59 # 43.55 # 137.6 # 388.1 # 13.90 # 80.81 # 0.281$ 14
15 0.000$ 0.000$ 0.328$ 0.942$ 0.917$ 17.02 # 48.43 # 117.4 # 549.3 " 13.00 # 56.99 # 0.217$ 15
16 0.000$ 0.000$ 0.319$ 1.340$ 0.850$ 24.82 # 97.92 # 98.96 # 663.9 " 11.74 # 41.93 # 0.170$ 16
17 0.000$ 0.000$ 0.485$ 1.967$ 0.837$ 66.32 # 144.8 # 82.76 # 537.8 " 9.098# 23.29 # 0.122$ 17
18 0.000$ 0.000$ 0.626$ 2.278$ 0.886$ 96.76 # 279.0 # 114.9 # 513.2 " 7.963# 18.44 # 0.054$ 18
19 0.000$ 0.000$ 0.822$ 2.018$ 0.927$ 108.2 # 246.8 # 215.3 # 759.8 " 13.91 # 15.20 # 0.030$ 19
20 0.000$ 0.000$ 0.816$ 1.698$ 1.050$ 86.31 # 422.5 # 310.6 # 787.0 " 27.90 # 9.641# 0.019$ 20
21 0.000$ 0.000$ 0.651$ 1.384$ 5.633$ 68.94 #1124 " 291.8 # 653.7 " 38.49 # 6.156# 0.007$ 21
22 0.000$ 0.000$ 0.585$ 1.114$ 12.43 # 58.06 #2189 & 248.1 # 489.1 " 37.24 # 4.128$ 0.001$ 22
23 0.000$ 0.000$ 0.540$ 0.924$ 6.593# 100.1 #1597 " 209.3 # 364.6 # 25.44 # 3.028$ 0.000$ 23
24 0.000$ 0.000$ 0.556$ 0.843$ 6.030# 100.8 #1272 " 172.2 # 277.8 # 16.03 # 2.286$ 0.004$ 24
25 0.000$ 0.000$ 0.612$ 0.938$ 4.438$ 100.6 #1116 " 135.8 # 224.0 # 11.78 # 2.038$ 0.152$ 25
26 0.000$ 0.000$ 0.730$ 0.945$ 4.093$ 75.39 # 758.0 " 146.8 # 182.3 # 8.809# 1.870$ 1.370$ 26
27 0.000$ 0.000$ 0.751$ 0.884$ 9.000# 72.20 # 554.8 " 221.7 # 146.8 # 6.811# 1.494$ 1.342$ 27
28 0.000$ 0.000$ 0.781$ 0.896$ 8.214# 157.6 # 453.2 " 290.3 # 121.8 # 5.730# 1.186$ 0.915$ 28
29 0.000$ 0.917$ 1.008$ 12.15 # 158.2 # 391.8 " 293.5 # 99.34 # 5.198# 0.926$ 0.740$ 29
30 0.000$ 1.016$ 1.217$ 12.15 # 130.1 # 625.6 " 268.2 # 86.91 # 4.200$ 0.811$ 0.622$ 30
31 0.000$ 1.148$ 23.14 # 583.8 " 209.9 # 3.471$ 0.501$ 31
Mean 0.000$ 0.000$ 0.533$ 1.197$ 4.185$ 56.03 # 437.8 & 508.9 & 301.3 # 26.83 $ 14.51 $ 0.411$
Median 0.000$ 0.000$ 0.585$ 1.072$ 1.642$ 30.60 # 206.0 & 248.1 & 224.0 # 20.50 $ 9.333$ 0.350$
Maximum 0.000$ 0.000$ 1.148$ 2.278$ 23.14 $ 158.2 #2189 &2224 & 787.0 # 83.41 $ 80.81 $ 1.370$
Minimum 0.000$ 0.000$ 0.000$ 0.680$ 0.837$ 8.558# 43.55 & 82.76 & 86.91 # 3.471$ 0.811$ 0.000$
Total 0.00$ 0.00$ 16.52$ 35.90$ 129.7 $ 1681 #13571 &15775 & 9040 # 831.9 $ 435.4 $ 12.73$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 113.8 & " ... Relative Uncertainty +/-10%
Ann. Median 4.128& # ... Relative Uncertainty +/-15%
Annual Total 41528 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2224 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1992
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.453$ 0.000$ 0.000$ 0.441$ 0.955$ 11.45 # 239.9 # 64.09 #1293 " 135.3 # 9.920# 20.78 # 1
2 0.407$ 0.000$ 0.000$ 0.523$ 1.007$ 9.859# 211.0 # 67.09 #1240 " 117.0 # 8.032# 16.09 # 2
3 0.360$ 0.000$ 0.000$ 0.690$ 1.442$ 11.28 # 186.6 # 123.4 #1241 " 109.2 # 6.482# 14.29 # 3
4 0.282$ 0.000$ 0.000$ 0.928$ 2.452$ 13.42 # 164.2 # 202.8 #1265 " 100.6 # 5.164# 10.12 # 4
5 0.248$ 0.000$ 0.000$ 0.759$ 2.308$ 12.26 # 140.6 # 281.1 #1128 " 118.9 # 4.291$ 7.397# 5
6 0.181$ 0.000$ 0.000$ 0.643$ 1.705$ 9.309# 128.6 # 291.9 #1189 " 412.3 # 3.617$ 28.22 # 6
7 0.118$ 0.000$ 0.000$ 0.568$ 1.822$ 8.248# 97.44 # 278.5 #1057 " 607.2 " 3.778$ 24.33 # 7
8 0.053$ 0.000$ 0.000$ 0.557$ 1.613$ 8.904# 68.85 # 238.7 # 966.4 " 566.5 " 7.179# 11.07 # 8
9 0.010$ 0.000$ 0.000$ 0.625$ 1.464$ 7.764# 51.51 # 229.7 # 972.5 " 517.6 " 8.510# 32.27 # 9
10 0.002$ 0.000$ 0.000$ 0.716$ 1.292$ 7.388# 43.90 # 276.2 #1042 " 370.4 # 6.738# 63.89 # 10
11 0.000$ 0.000$ 0.000$ 0.655$ 1.158$ 25.69 # 40.09 # 277.0 # 838.5 " 295.7 # 5.207# 46.38 # 11
12 0.000$ 0.000$ 0.000$ 0.579$ 1.046$ 27.34 # 37.98 # 296.4 # 729.6 " 243.0 # 6.023# 24.01 # 12
13 0.000$ 0.000$ 0.000$ 0.512$ 1.005$ 44.01 # 65.78 # 260.9 # 587.9 " 196.4 # 5.251# 14.05 # 13
14 0.000$ 0.000$ 0.000$ 0.493$ 1.218$ 35.54 # 162.3 # 207.7 # 497.5 " 171.2 # 10.78 # 11.77 # 14
15 0.000$ 0.000$ 0.000$ 0.473$ 1.496$ 37.29 # 163.8 # 202.1 # 392.9 " 148.2 # 33.79 # 9.647# 15
16 0.000$ 0.000$ 0.000$ 0.457$ 1.107$ 33.41 # 200.1 # 270.5 # 325.9 # 127.2 # 28.87 # 5.958# 16
17 0.000$ 0.000$ 0.000$ 0.492$ 0.940$ 33.86 # 277.7 # 328.3 # 339.2 # 115.5 # 35.22 # 3.492$ 17
18 0.000$ 0.000$ 0.000$ 0.583$ 0.886$ 43.41 # 265.4 # 351.4 " 405.0 " 98.24 # 29.46 # 2.319$ 18
19 0.000$ 0.000$ 0.000$ 0.594$ 1.914$ 40.54 # 240.8 # 375.2 " 350.6 # 80.65 # 127.6 # 1.586$ 19
20 0.000$ 0.000$ 0.000$ 0.702$ 2.352$ 40.58 # 244.1 # 317.8 # 334.2 # 66.80 # 348.2 # 1.107$ 20
21 0.000$ 0.000$ 0.000$ 0.732$ 1.928$ 33.93 # 187.3 # 261.1 # 297.7 # 55.50 # 467.5 " 0.875$ 21
22 0.000$ 0.000$ 0.000$ 0.687$ 1.902$ 37.14 # 152.3 # 225.9 # 288.0 # 45.69 # 397.0 " 0.761$ 22
23 0.000$ 0.000$ 0.000$ 0.642$ 3.367$ 38.88 # 137.6 # 187.8 # 318.2 # 36.98 # 316.8 # 0.701$ 23
24 0.000$ 0.000$ 0.000$ 0.605$ 20.79 # 48.59 # 101.0 # 155.1 # 296.5 # 31.66 # 236.0 # 0.647$ 24
25 0.000$ 0.000$ 0.015$ 0.587$ 34.80 # 58.95 # 72.50 # 147.3 # 246.8 # 28.10 # 153.4 # 0.597$ 25
26 0.000$ 0.000$ 0.220$ 0.624$ 52.91 # 65.96 # 70.54 # 190.9 # 210.9 # 25.30 # 102.3 # 0.545$ 26
27 0.000$ 0.000$ 0.545$ 0.903$ 70.45 # 64.72 # 75.78 # 274.8 # 196.9 # 22.74 # 73.95 # 0.464$ 27
28 0.000$ 0.000$ 0.510$ 1.368$ 68.38 # 152.9 # 86.89 # 723.0 " 185.4 # 19.96 # 54.04 # 0.397$ 28
29 0.000$ 0.000$ 0.447$ 1.184$ 47.80 # 251.0 # 99.95 #1153 " 169.8 # 16.06 # 39.49 # 0.341$ 29
30 0.000$ 0.436$ 1.016$ 20.64 # 246.2 # 86.82 #1107 " 145.1 # 13.81 # 29.44 # 0.359$ 30
31 0.000$ 0.426$ 14.11 # 73.54 #1093 " 12.11 # 0.322$ 31
Mean 0.068$ 0.000$ 0.084$ 0.678$ 11.81 $ 48.66 # 134.7 # 337.4 # 618.3 # 158.3 # 85.47 $ 11.45 $
Median 0.000$ 0.000$ 0.000$ 0.624$ 1.822$ 34.73 # 128.6 # 270.5 # 398.9 # 109.2 # 29.15 $ 5.958$
Maximum 0.453$ 0.000$ 0.545$ 1.368$ 70.45 $ 251.0 # 277.7 #1153 #1293 # 607.2 # 467.5 $ 63.89 $
Minimum 0.000$ 0.000$ 0.000$ 0.441$ 0.886$ 7.388# 37.98 # 64.09 # 145.1 # 12.11 # 3.617$ 0.322$
Total 2.11$ 0.00$ 2.60$ 20.34$ 366.3 $ 1460 # 4175 #10459 #18550 # 4906 # 2564 $ 354.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 117.1 $ " ... Relative Uncertainty +/-10%
Ann. Median 10.92 $ # ... Relative Uncertainty +/-15%
Annual Total 42859 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1293 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1993
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.274$ 0.000$ 0.000$ 1.898$ 1.470$ 247.4 # 68.04 # 509.1 " 513.1 " 84.47 # 28.34 # 1.492$ 1
2 0.243$ 0.000$ 0.000$ 1.605$ 6.666$ 172.9 # 245.5 # 406.3 " 460.3 " 195.3 # 24.25 # 1.281$ 2
3 0.224$ 0.000$ 0.000$ 1.936$ 13.38 # 113.6 # 315.6 # 323.6 # 369.9 " 249.2 # 19.02 # 1.147$ 3
4 0.197$ 0.000$ 0.000$ 2.549$ 10.92 # 72.78 # 333.3 # 275.2 # 392.1 " 303.5 # 16.24 # 1.012$ 4
5 0.184$ 0.000$ 0.000$ 2.450$ 40.36 # 46.67 # 350.4 " 319.8 # 444.9 " 309.9 # 13.68 # 0.897$ 5
6 0.157$ 0.000$ 0.000$ 1.918$ 41.12 # 36.71 # 302.3 # 580.4 # 367.1 " 236.4 # 10.83 # 0.822$ 6
7 0.118$ 0.000$ 0.000$ 1.714$ 57.67 # 29.61 # 244.7 # 752.2 " 400.0 " 224.3 # 9.285# 0.705$ 7
8 0.058$ 0.000$ 0.000$ 1.580$ 60.87 # 24.81 # 212.4 # 661.0 " 413.0 " 211.6 # 7.984# 0.595$ 8
9 0.014$ 0.000$ 0.000$ 1.396$ 39.39 # 24.62 # 169.9 # 608.7 " 379.2 " 171.9 # 7.109# 0.539$ 9
10 0.001$ 0.000$ 0.000$ 1.712$ 16.81 # 40.17 # 172.8 # 507.2 " 327.3 # 144.1 # 8.357# 0.541$ 10
11 0.000$ 0.000$ 0.000$ 2.836$ 10.44 # 61.81 # 399.9 # 393.0 " 256.3 # 130.2 # 10.05 # 0.508$ 11
12 0.000$ 0.000$ 0.000$ 2.324$ 7.606# 73.42 # 670.3 " 354.6 " 228.6 # 108.8 # 8.603# 0.484$ 12
13 0.000$ 0.000$ 0.000$ 2.254$ 5.985# 67.33 # 756.6 " 340.2 # 269.1 # 89.64 # 6.907# 0.503$ 13
14 0.000$ 0.000$ 0.000$ 1.953$ 4.745# 54.79 # 761.2 " 287.4 # 245.2 # 71.87 # 6.739# 0.498$ 14
15 0.000$ 0.000$ 0.000$ 1.520$ 3.886$ 42.49 # 612.8 " 310.2 # 205.7 # 61.24 # 8.132# 0.488$ 15
16 0.000$ 0.000$ 0.000$ 1.730$ 3.405$ 41.92 # 536.6 " 340.0 " 213.3 # 112.8 # 81.04 # 0.420$ 16
17 0.000$ 0.000$ 0.000$ 1.545$ 3.694$ 43.83 # 476.4 " 298.0 # 246.6 # 122.3 # 85.55 # 0.335$ 17
18 0.000$ 0.000$ 0.000$ 1.679$ 20.57 # 71.49 # 365.0 # 258.8 # 345.2 # 146.4 # 96.60 # 0.307$ 18
19 0.000$ 0.000$ 0.000$ 1.843$ 49.37 # 68.96 # 291.4 # 220.0 # 526.5 " 122.1 # 95.84 # 0.308$ 19
20 0.000$ 0.000$ 5.974$ 1.973$ 75.13 # 73.56 # 238.5 # 178.3 # 551.8 " 102.4 # 56.48 # 0.344$ 20
21 0.000$ 0.000$ 6.684$ 1.881$ 75.28 # 61.09 # 192.5 # 145.8 # 481.6 " 83.78 # 35.85 # 0.354$ 21
22 0.000$ 0.000$ 126.2 $ 1.385$ 44.12 # 56.84 # 167.8 # 121.9 # 348.0 # 78.38 # 19.35 # 0.312$ 22
23 0.000$ 0.000$ 143.3 # 1.151$ 31.51 # 50.68 # 166.2 # 105.7 # 253.0 # 71.47 # 12.00 # 0.293$ 23
24 0.000$ 0.000$ 107.6 # 1.074$ 20.33 # 43.66 # 158.7 # 90.68 # 195.7 # 62.53 # 7.918# 0.263$ 24
25 0.000$ 0.000$ 61.12 # 1.019$ 15.76 # 38.27 # 137.0 # 165.3 # 151.7 # 48.24 # 5.260$ 0.205$ 25
26 0.000$ 0.000$ 26.99 # 1.025$ 13.39 # 34.65 # 123.8 # 631.9 " 123.6 # 38.02 # 3.687$ 0.152$ 26
27 0.000$ 0.000$ 11.36 # 0.976$ 11.83 # 44.49 # 113.5 # 824.5 " 108.6 # 39.52 # 2.836$ 0.105$ 27
28 0.000$ 0.000$ 6.864# 0.928$ 32.45 # 55.53 # 101.9 # 702.7 " 95.14 # 45.81 # 2.243$ 0.072$ 28
29 0.000$ 4.702$ 0.942$ 146.7 # 76.41 # 151.4 # 477.1 " 79.80 # 40.39 # 1.904$ 0.035$ 29
30 0.000$ 3.172$ 0.932$ 287.8 # 70.05 # 299.1 # 451.4 " 80.76 # 37.95 # 1.694$ 0.012$ 30
31 0.000$ 2.387$ 332.7 # 407.4 " 487.9 " 31.69 # 0.001$ 31
Mean 0.047$ 0.000$ 16.33 $ 1.658$ 47.91 $ 64.68 # 307.8 # 391.3 # 302.4 # 121.8 # 23.13 $ 0.485$
Median 0.000$ 0.000$ 0.000$ 1.696$ 20.33 $ 55.16 # 245.5 # 340.2 # 298.2 # 102.4 # 9.666$ 0.420$
Maximum 0.274$ 0.000$ 143.3 $ 2.836$ 332.7 $ 247.4 # 761.2 # 824.5 # 551.8 # 309.9 # 96.60 $ 1.492$
Minimum 0.000$ 0.000$ 0.000$ 0.928$ 1.470$ 24.62 # 68.04 # 90.68 # 79.80 # 31.69 # 1.694$ 0.001$
Total 1.47$ 0.00$ 506.4 $ 49.73$ 1485 $ 1941 # 9543 #12129 # 9073 # 3776 # 693.8 $ 15.03$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 107.4 $ " ... Relative Uncertainty +/-10%
Ann. Median 19.35 $ # ... Relative Uncertainty +/-15%
Annual Total 39213 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 824.5 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1994
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 150.3 # 65.25 # 56.84 # 65.65 # 19.30 # 2.610$ 0.727$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 173.7 # 101.5 # 54.94 # 174.1 # 21.48 # 2.282$ 0.599$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 181.4 # 165.6 # 49.27 # 324.3 # 44.75 # 2.003$ 0.507$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 129.0 # 154.4 # 197.6 # 275.2 # 46.57 # 1.727$ 0.434$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 96.91 # 133.4 # 433.0 " 249.3 # 44.20 # 1.494$ 0.356$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 78.29 # 174.9 # 526.9 " 196.4 # 43.40 # 1.244$ 0.292$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 51.79 # 190.2 # 509.8 " 138.2 # 42.05 # 1.049$ 0.244$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.33 # 201.2 # 356.6 # 99.78 # 42.67 # 0.922$ 0.180$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 35.86 # 271.3 # 261.9 # 78.06 # 27.77 # 0.812$ 0.126$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 27.79 # 287.8 # 222.7 # 68.26 # 18.18 # 0.724$ 0.089$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.757$ 30.42 # 276.8 # 297.1 # 100.5 # 14.01 # 0.631$ 0.074$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 6.548$ 34.72 # 215.5 # 426.8 " 106.0 # 11.78 # 0.583$ 0.067$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 3.511$ 37.79 # 162.8 # 495.5 " 95.78 # 10.50 # 0.535$ 0.060$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 1.999$ 40.97 # 128.6 # 427.4 " 83.21 # 30.91 # 0.471$ 0.045$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 1.554$ 41.38 # 97.67 # 339.1 # 77.57 # 145.0 # 0.447$ 0.034$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 1.350$ 38.16 # 76.89 # 274.8 # 63.41 # 120.6 # 0.452$ 0.019$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 1.218$ 29.73 # 83.51 # 219.8 # 50.47 # 85.67 # 0.466$ 0.009$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 1.084$ 24.71 # 139.0 # 227.7 # 44.80 # 69.54 # 0.745$ 0.002$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 1.004$ 27.08 # 169.1 # 258.4 # 37.89 # 44.09 # 0.898$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 1.414$ 31.36 # 122.6 # 218.3 # 31.30 # 28.07 # 0.794$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 3.865$ 42.63 # 101.1 # 162.2 # 26.90 # 18.83 # 0.759$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 5.793$ 109.4 # 107.5 # 141.2 # 22.34 # 13.28 # 0.737$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 6.900# 164.3 # 124.0 # 134.9 # 18.45 # 9.582# 0.648$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 9.750# 121.3 # 126.8 # 123.4 # 15.42 # 6.996# 0.592$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 36.30 # 102.5 # 121.9 # 104.2 # 13.12 # 6.483# 0.680$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 44.73 # 77.04 # 120.8 # 89.51 # 11.51 # 6.940# 1.152$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 45.54 # 59.30 # 95.26 # 74.36 # 10.79 # 6.298# 1.910$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 35.34 # 55.18 # 75.71 # 62.45 # 9.963# 5.228# 1.841$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 34.12 # 54.07 # 63.00 # 57.65 # 9.514# 3.880$ 1.164$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 116.0 # 56.62 # 58.13 # 49.48 # 13.06 # 3.583$ 0.827$ 0.000$ 30
31 0.000$ 0.000$ 142.5 # 56.81 # 54.50 # 3.149$ 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 16.17 $ 71.37 # 137.7 # 222.9 # 83.71 # 32.09 $ 1.040$ 0.125$
Median 0.000$ 0.000$ 0.000$ 0.000$ 1.414$ 52.93 # 124.0 # 218.3 # 64.53 # 19.30 $ 0.803$ 0.019$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 142.5 $ 181.4 # 287.8 # 526.9 # 324.3 # 145.0 $ 2.610$ 0.727$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 24.71 # 56.81 # 49.27 # 9.514# 3.149$ 0.447$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 501.2 $2141 #4269 #6908 #2511 # 994.7 $ 31.20 $ 3.864$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 47.56 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.049$ # ... Relative Uncertainty +/-15%
Annual Total 17361 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 526.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1995
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 10.44 # 29.63 # 190.4 # 65.12 # 44.52 # 42.10 # 1.031$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7.911# 23.68 # 169.7 # 62.87 # 48.68 # 73.36 # 0.897$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 9.468# 20.18 # 121.0 # 213.4 # 38.73 # 70.66 # 0.803$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7.388# 17.01 # 86.25 # 490.6 " 27.94 # 77.28 # 0.680$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6.613# 14.85 # 63.86 # 509.2 " 21.22 # 58.80 # 0.560$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11.31 # 27.55 # 50.04 # 595.0 " 18.21 # 41.81 # 0.476$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 15.21 # 28.15 # 41.05 # 649.4 " 17.88 # 25.69 # 0.434$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 14.75 # 59.80 # 35.17 # 512.3 " 14.44 # 20.50 # 0.402$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 28.80 # 161.1 # 49.72 # 404.3 " 12.74 # 29.64 # 0.400$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 40.11 # 217.4 # 77.86 # 286.8 # 13.45 # 24.74 # 0.349$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.157$ 48.40 # 177.4 # 72.62 # 202.6 # 18.23 # 16.43 # 0.263$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 4.661$ 41.38 # 162.9 # 66.01 # 131.7 # 18.40 # 11.88 # 0.201$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 5.552# 34.13 # 166.9 # 169.6 # 94.22 # 12.85 # 8.023# 0.202$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 4.083$ 33.74 # 136.9 # 213.4 # 73.73 # 9.849# 5.501# 0.237$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 2.362$ 24.96 # 109.1 # 162.0 # 62.26 # 7.796# 3.993$ 0.255$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 1.500$ 18.09 # 118.5 # 144.7 # 52.78 # 6.500# 3.066$ 0.202$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 1.457$ 20.10 # 105.3 # 123.3 # 46.70 # 7.860# 2.379$ 0.214$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 2.488$ 15.74 # 89.31 # 134.5 # 41.48 # 43.09 # 1.985$ 0.181$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 2.772$ 13.79 # 84.19 # 116.0 # 37.30 # 82.05 # 1.702$ 0.198$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 2.024$ 11.37 # 124.4 # 107.2 # 35.76 # 84.68 # 1.397$ 0.484$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 1.714$ 10.13 # 244.9 # 110.5 # 31.65 # 58.67 # 1.075$ 1.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 2.590$ 9.823# 263.7 # 89.87 # 29.98 # 42.33 # 0.914$ 15.48 $ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 6.165# 14.03 # 230.5 # 71.03 # 26.49 # 25.72 # 0.838$ 29.63 # 23
24 0.000$ 0.000$ 0.000$ 0.000$ 7.243# 17.59 # 199.8 # 67.35 # 22.63 # 15.96 # 0.757$ 19.50 # 24
25 0.000$ 0.000$ 0.000$ 0.000$ 5.749# 25.91 # 174.7 # 75.92 # 19.64 # 11.11 # 1.175$ 18.63 # 25
26 0.000$ 0.000$ 0.000$ 0.000$ 13.17 # 49.59 # 158.4 # 69.22 # 16.89 # 7.805# 1.928$ 29.66 # 26
27 0.000$ 0.000$ 0.000$ 0.000$ 21.75 # 57.57 # 132.9 # 76.68 # 15.25 # 5.858# 2.332$ 39.44 # 27
28 0.000$ 0.000$ 0.000$ 0.000$ 18.00 # 64.51 # 118.1 # 64.48 # 13.48 # 4.387$ 1.972$ 38.14 # 28
29 0.000$ 0.000$ 0.000$ 14.61 # 54.94 # 137.7 # 56.97 # 12.94 # 3.593$ 1.716$ 38.49 # 29
30 0.000$ 0.000$ 0.000$ 9.610# 37.31 # 209.5 # 57.45 # 16.32 # 12.02 $ 1.348$ 25.82 # 30
31 0.000$ 0.000$ 9.241# 200.4 # 61.13 # 17.42 # 14.57 # 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 4.416$ 25.17 # 127.3 # 96.62 # 159.1 # 24.32 $ 17.83 $ 8.995$
Median 0.000$ 0.000$ 0.000$ 0.000$ 2.362$ 17.84 # 132.9 # 76.68 # 57.52 # 17.42 $ 3.530$ 0.560$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 21.75 $ 64.51 # 263.7 # 213.4 # 649.4 # 84.68 $ 77.28 $ 39.44 $
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6.613# 14.85 # 35.17 # 12.94 # 3.593$ 0.757$ 0.181$
Total 0.000$ 0.000$ 0.000$ 0.000$ 136.9 $ 755.1 #3945 #2995 #4773 # 754.0 $ 535.0 $ 278.8 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 38.83 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.749$ # ... Relative Uncertainty +/-15%
Annual Total 14172 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 649.4 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1996
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 10.25 # 0.000$ 0.000$ 0.000$ 0.443$ 5.267$ 78.62 # 848.7 " 253.3 #1023 " 38.07 # 8.489# 1
2 6.156# 0.000$ 0.000$ 0.000$ 0.463$ 2.434$ 76.21 # 829.3 " 193.4 # 751.2 " 31.03 # 8.288# 2
3 3.899$ 0.019$ 0.000$ 0.000$ 0.465$ 1.870$ 99.65 # 620.9 " 152.7 # 557.8 " 24.42 # 5.518# 3
4 3.038$ 0.043$ 0.000$ 0.000$ 0.514$ 1.565$ 111.0 # 651.7 " 131.4 # 438.6 " 20.84 # 3.699$ 4
5 2.116$ 0.045$ 0.000$ 1.014$ 0.984$ 1.351$ 118.1 # 715.9 " 104.2 # 336.5 # 16.97 # 2.745$ 5
6 1.443$ 0.026$ 0.000$ 0.848$ 1.283$ 1.222$ 87.99 # 679.0 " 94.45 # 259.3 # 14.86 # 2.059$ 6
7 0.988$ 0.010$ 0.000$ 0.664$ 0.931$ 1.295$ 62.80 # 614.5 " 94.91 # 208.3 # 14.75 # 1.586$ 7
8 0.799$ 0.002$ 0.000$ 0.537$ 0.745$ 1.253$ 108.1 # 599.7 " 88.93 # 163.1 # 13.47 # 1.234$ 8
9 0.679$ 0.000$ 0.000$ 0.450$ 0.693$ 1.252$ 117.2 # 434.5 " 79.70 # 128.8 # 10.52 # 1.018$ 9
10 0.586$ 0.000$ 0.000$ 0.495$ 0.753$ 1.663$ 123.2 # 346.4 " 214.2 # 117.5 # 8.940# 0.876$ 10
11 0.480$ 0.000$ 0.000$ 0.545$ 1.040$ 2.059$ 97.84 # 444.2 " 513.9 " 180.5 # 8.371# 0.841$ 11
12 0.373$ 0.000$ 0.000$ 0.496$ 1.419$ 2.038$ 65.83 # 412.9 " 845.8 " 166.2 # 6.728# 32.87 $ 12
13 0.309$ 0.000$ 0.000$ 0.532$ 1.005$ 2.269$ 48.80 # 542.3 " 968.6 " 138.1 # 4.856$ 146.3 # 13
14 0.257$ 0.000$ 0.000$ 0.513$ 0.817$ 2.376$ 38.56 # 654.2 " 618.3 " 112.1 # 3.960$ 206.6 # 14
15 0.189$ 0.000$ 0.000$ 0.512$ 0.716$ 2.409$ 34.23 # 640.8 " 763.9 " 102.0 # 6.207$ 96.46 # 15
16 0.145$ 0.000$ 0.000$ 0.473$ 0.716$ 5.769$ 43.73 # 619.6 " 795.3 " 85.42 # 13.75 # 55.68 # 16
17 0.109$ 0.000$ 0.000$ 0.409$ 0.876$ 6.727# 145.2 # 469.5 "1091 " 74.28 # 15.63 # 29.68 # 17
18 0.077$ 0.000$ 0.000$ 0.351$ 1.768$ 24.14 # 327.7 # 392.7 "1308 " 62.22 # 16.32 # 15.74 # 18
19 0.066$ 0.000$ 0.000$ 0.344$ 1.380$ 17.86 # 392.8 " 301.9 #1381 " 54.05 # 12.04 # 9.364# 19
20 0.041$ 0.000$ 0.000$ 0.317$ 0.948$ 39.28 # 356.3 # 245.2 #1028 " 48.37 # 8.409# 6.342# 20
21 0.015$ 0.000$ 0.000$ 0.329$ 0.864$ 59.32 # 294.1 # 273.5 # 701.3 " 48.54 # 5.994# 4.305$ 21
22 0.002$ 0.000$ 0.000$ 0.410$ 0.884$ 67.04 # 630.6 # 255.2 # 950.3 " 188.1 # 4.245$ 3.113$ 22
23 0.000$ 0.000$ 0.000$ 0.576$ 0.927$ 73.91 # 938.1 " 235.7 #1195 " 412.1 " 3.041$ 2.397$ 23
24 0.000$ 0.000$ 0.000$ 0.750$ 0.988$ 61.17 #1352 " 296.6 #1263 " 486.9 " 2.239$ 1.951$ 24
25 0.000$ 0.000$ 0.000$ 0.746$ 0.967$ 46.97 #1616 " 294.3 # 899.3 " 438.0 " 1.695$ 1.598$ 25
26 0.000$ 0.000$ 0.000$ 0.755$ 0.936$ 28.31 # 989.3 " 228.6 # 650.2 " 270.7 # 1.300$ 1.281$ 26
27 0.000$ 0.000$ 0.000$ 0.796$ 0.906$ 20.55 # 772.4 " 180.8 # 719.5 " 209.0 # 1.149$ 1.124$ 27
28 0.000$ 0.000$ 0.000$ 0.722$ 0.883$ 39.51 #1258 " 225.7 #1142 " 149.3 # 0.977$ 0.998$ 28
29 0.000$ 0.000$ 0.000$ 0.572$ 0.904$ 54.05 # 923.5 " 349.8 #1510 " 89.17 # 0.907$ 0.901$ 29
30 0.000$ 0.000$ 0.473$ 0.878$ 93.92 # 850.2 " 306.4 #1421 " 61.46 # 1.920$ 0.803$ 30
31 0.000$ 0.000$ 7.177$ 934.3 " 279.1 # 47.65 # 0.686$ 31
Mean 1.033$ 0.005$ 0.000$ 0.488$ 1.106$ 22.30 $ 422.3 # 451.3 # 705.8 # 239.0 # 10.45 $ 21.11 $
Median 0.145$ 0.000$ 0.000$ 0.504$ 0.904$ 5.518$ 123.2 # 412.9 # 741.7 # 163.1 # 8.390$ 2.745$
Maximum 10.25 $ 0.045$ 0.000$ 1.014$ 7.177$ 93.92 $1616 # 848.7 #1510 #1023 # 38.07 $ 206.6 $
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.443$ 1.222$ 34.23 # 180.8 # 79.70 # 47.65 # 0.907$ 0.686$
Total 32.02$ 0.14$ 0.00$ 14.63$ 34.27$ 668.9 $13091 #13990 #21173 # 7409 # 313.6 $ 654.5 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 156.8 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.589$ # ... Relative Uncertainty +/-15%
Annual Total 57381 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1616 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1997
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.570$ 0.000$ 0.674$ 0.886$ 1.306$ 10.61 # 10.95 # 37.69 # 169.5 # 35.37 # 1.539$ 0.731$ 1
2 0.448$ 0.000$ 0.562$ 0.802$ 1.514$ 10.04 # 9.364# 30.29 # 230.6 # 32.78 # 1.336$ 0.647$ 2
3 0.345$ 0.000$ 0.461$ 0.722$ 1.297$ 15.55 # 8.193# 24.91 # 372.9 # 30.57 # 1.170$ 0.638$ 3
4 0.365$ 0.000$ 0.376$ 0.636$ 1.210$ 26.81 # 7.477# 27.88 # 379.1 " 28.01 # 1.119$ 0.723$ 4
5 0.310$ 0.000$ 0.327$ 0.583$ 1.165$ 51.93 # 7.332# 76.45 # 343.7 # 24.54 # 1.143$ 0.854$ 5
6 0.225$ 0.000$ 0.314$ 0.572$ 1.038$ 55.13 # 8.401# 171.6 # 419.1 # 21.85 # 1.054$ 0.815$ 6
7 0.159$ 0.000$ 0.303$ 0.564$ 0.943$ 62.87 # 35.23 # 166.8 # 493.5 " 19.87 # 0.980$ 0.721$ 7
8 0.106$ 0.000$ 0.259$ 0.619$ 0.863$ 59.13 # 73.07 # 149.1 # 410.9 " 17.26 # 0.911$ 0.624$ 8
9 0.067$ 0.000$ 0.229$ 0.626$ 0.810$ 49.14 # 139.8 # 153.0 # 344.4 # 17.87 # 0.861$ 0.512$ 9
10 0.042$ 0.000$ 0.210$ 0.690$ 0.773$ 43.52 # 134.0 # 217.4 # 276.9 # 38.63 # 0.846$ 0.435$ 10
11 0.023$ 0.000$ 0.196$ 0.742$ 0.836$ 54.63 # 114.3 # 234.7 # 297.6 # 57.07 # 0.860$ 0.441$ 11
12 0.008$ 0.000$ 0.185$ 0.794$ 0.929$ 54.38 # 76.72 # 200.5 # 399.7 # 70.83 # 0.887$ 0.412$ 12
13 0.001$ 0.000$ 0.187$ 0.773$ 0.998$ 49.25 # 94.26 # 174.2 # 905.3 " 44.89 # 0.957$ 0.381$ 13
14 0.000$ 0.000$ 0.190$ 0.691$ 1.018$ 34.40 # 176.5 # 135.5 #1103 " 34.36 # 0.955$ 0.332$ 14
15 0.000$ 0.000$ 0.208$ 0.644$ 1.031$ 28.14 # 221.4 # 152.7 # 785.2 " 28.24 # 0.897$ 0.251$ 15
16 0.000$ 0.000$ 0.326$ 0.664$ 1.038$ 22.81 # 209.8 # 129.6 # 577.1 " 22.16 # 0.813$ 0.242$ 16
17 0.000$ 0.000$ 0.547$ 0.680$ 1.253$ 18.18 # 175.2 # 115.2 # 424.4 " 17.58 # 0.722$ 0.257$ 17
18 0.000$ 0.000$ 0.754$ 0.671$ 3.791$ 15.15 # 110.3 # 100.6 # 312.1 # 13.66 # 0.622$ 0.272$ 18
19 0.000$ 0.000$ 0.779$ 0.692$ 4.177$ 21.04 # 58.67 # 95.25 # 235.5 # 10.46 # 0.565$ 0.279$ 19
20 0.000$ 0.000$ 4.662$ 0.739$ 3.680$ 35.70 # 39.95 # 80.71 # 214.8 # 8.003# 0.569$ 0.251$ 20
21 0.000$ 0.000$ 3.280$ 0.835$ 10.04 $ 53.38 # 30.95 # 60.32 # 188.9 # 6.380# 1.323$ 0.202$ 21
22 0.000$ 0.384$ 2.061$ 0.901$ 13.37 # 49.61 # 25.14 # 52.95 # 144.8 # 5.057# 3.783$ 0.156$ 22
23 0.000$ 0.918$ 1.502$ 0.796$ 15.11 # 46.06 # 21.07 # 56.37 # 107.9 # 4.089$ 2.505$ 0.101$ 23
24 0.000$ 1.144$ 1.136$ 0.691$ 14.65 # 33.23 # 18.82 # 54.43 # 86.67 # 3.508$ 1.820$ 0.048$ 24
25 0.000$ 2.480$ 0.927$ 0.644$ 15.21 # 31.58 # 25.89 # 46.87 # 80.10 # 3.134$ 1.444$ 0.011$ 25
26 0.000$ 1.630$ 0.853$ 0.676$ 18.02 # 23.54 # 35.17 # 37.73 # 71.00 # 2.776$ 1.411$ 0.000$ 26
27 0.000$ 1.106$ 0.760$ 0.809$ 30.17 # 18.73 # 48.77 # 36.60 # 63.18 # 2.484$ 1.178$ 0.000$ 27
28 0.000$ 0.872$ 0.656$ 0.845$ 29.74 # 16.80 # 55.36 # 56.50 # 54.27 # 2.077$ 1.048$ 0.000$ 28
29 0.000$ 0.694$ 0.850$ 26.67 # 16.16 # 49.15 # 143.8 # 45.93 # 1.827$ 1.002$ 0.000$ 29
30 0.000$ 0.890$ 0.898$ 14.94 # 13.18 # 41.55 # 187.3 # 39.15 # 1.772$ 0.855$ 0.000$ 30
31 0.000$ 0.925$ 11.39 # 38.16 # 189.5 # 1.601$ 0.000$ 31
Mean 0.086$ 0.305$ 0.820$ 0.725$ 7.386$ 34.02 # 67.78 # 109.6 # 319.3 # 19.64 $ 1.173$ 0.334$
Median 0.000$ 0.000$ 0.562$ 0.691$ 1.306$ 32.41 # 41.55 # 100.6 # 287.3 # 17.58 $ 0.991$ 0.272$
Maximum 0.570$ 2.480$ 4.662$ 0.901$ 30.17 $ 62.87 # 221.4 # 234.7 #1103 # 70.83 $ 3.783$ 0.854$
Minimum 0.000$ 0.000$ 0.185$ 0.564$ 0.773$ 10.04 # 7.332# 24.91 # 39.15 # 1.601$ 0.565$ 0.000$
Total 2.668$ 8.534$ 25.43 $ 21.74 $ 229.0 $1021 #2101 #3396 #9578 # 608.7 $ 35.18 $ 10.34 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 46.68 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.306$ # ... Relative Uncertainty +/-15%
Annual Total 17037 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1103 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 1998
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.922$ 2.920$ 9.502# 66.47 # 193.3 #1184 " 241.6 # 6.300# 0.738$ 1
2 0.000$ 0.000$ 0.000$ 0.840$ 2.408$ 7.742# 55.79 # 216.5 #1053 " 228.0 # 5.419# 2.234$ 2
3 0.000$ 0.000$ 0.000$ 0.765$ 2.097$ 6.885# 45.32 # 220.3 #1104 " 208.9 # 4.585$ 2.031$ 3
4 0.000$ 0.000$ 0.000$ 0.741$ 1.944$ 6.990# 50.69 # 222.9 #1469 " 176.6 # 3.899$ 1.279$ 4
5 0.000$ 0.000$ 0.000$ 0.721$ 1.941$ 13.53 # 96.23 # 205.2 #1347 " 144.8 # 3.386$ 0.914$ 5
6 0.000$ 0.000$ 0.000$ 0.730$ 1.889$ 22.67 # 161.4 # 241.1 #1042 " 130.2 # 3.055$ 0.752$ 6
7 0.000$ 0.000$ 0.000$ 0.784$ 1.831$ 19.44 # 253.8 # 284.3 # 780.6 " 108.3 # 2.774$ 0.661$ 7
8 0.000$ 0.000$ 0.000$ 0.874$ 1.843$ 33.78 # 262.1 # 242.3 # 583.9 " 97.53 # 2.461$ 0.523$ 8
9 0.000$ 0.000$ 0.000$ 0.973$ 12.86 $ 38.96 # 233.2 # 222.8 # 426.4 " 78.39 # 2.091$ 0.427$ 9
10 0.000$ 0.000$ 0.000$ 1.003$ 28.45 # 76.82 # 214.5 # 187.2 # 321.7 # 65.68 # 1.777$ 0.477$ 10
11 0.000$ 0.000$ 0.000$ 1.087$ 19.89 # 104.9 # 159.2 # 181.2 # 259.5 # 57.37 # 1.477$ 0.638$ 11
12 0.000$ 0.000$ 0.778$ 1.124$ 39.19 # 127.6 # 109.7 # 180.0 # 225.8 # 52.77 # 1.333$ 0.753$ 12
13 0.000$ 0.000$ 2.335$ 1.036$ 31.46 # 119.1 # 75.79 # 166.3 # 281.4 # 49.15 # 1.236$ 0.655$ 13
14 0.000$ 0.000$ 1.403$ 0.953$ 20.10 # 108.1 # 58.23 # 147.1 # 265.7 # 54.76 # 1.435$ 0.589$ 14
15 0.000$ 0.000$ 0.970$ 0.884$ 12.28 # 85.61 # 48.27 # 139.8 # 237.7 # 46.72 # 1.404$ 0.501$ 15
16 0.000$ 0.000$ 0.794$ 0.941$ 8.931# 56.07 # 40.88 # 120.1 # 203.2 # 41.28 # 1.116$ 0.427$ 16
17 0.000$ 0.000$ 0.685$ 2.538$ 7.033# 43.96 # 35.41 # 111.5 # 180.1 # 42.31 # 0.987$ 0.397$ 17
18 0.000$ 0.000$ 0.571$ 3.679$ 7.507# 60.36 # 37.22 # 135.2 # 159.8 # 43.34 # 1.000$ 0.338$ 18
19 0.000$ 0.000$ 0.582$ 3.223$ 9.377# 79.37 # 52.33 # 286.2 # 155.9 # 38.57 # 1.042$ 0.316$ 19
20 0.000$ 0.000$ 1.517$ 31.97 $ 7.697# 100.7 # 61.62 # 455.0 " 146.4 # 39.64 # 1.064$ 0.301$ 20
21 0.000$ 0.000$ 8.349# 52.34 # 13.18 # 109.4 # 64.05 # 480.4 " 202.1 # 34.12 # 1.012$ 0.257$ 21
22 0.000$ 0.000$ 4.298$ 34.23 # 28.56 # 119.8 # 80.12 # 417.0 " 604.7 " 31.78 # 1.051$ 0.231$ 22
23 0.000$ 0.000$ 2.223$ 26.16 # 24.73 # 106.3 # 81.83 # 320.0 # 746.9 " 25.77 # 1.168$ 0.353$ 23
24 0.000$ 0.000$ 3.747$ 16.33 # 23.90 # 67.90 # 78.79 # 264.0 # 551.6 " 20.55 # 1.127$ 0.405$ 24
25 0.000$ 0.000$ 26.10 # 10.61 # 17.34 # 40.02 # 70.27 # 233.0 # 427.7 " 16.76 # 1.011$ 0.468$ 25
26 0.000$ 0.000$ 11.20 # 7.582# 14.29 # 36.34 # 83.95 # 194.9 # 350.4 # 14.00 # 0.958$ 0.498$ 26
27 0.000$ 0.000$ 5.924# 6.032# 16.15 # 71.31 # 118.7 # 162.0 # 307.1 # 12.09 # 0.889$ 0.488$ 27
28 0.000$ 0.000$ 3.376$ 5.113# 13.14 # 101.8 # 155.1 # 178.5 # 288.9 # 10.45 # 0.764$ 0.436$ 28
29 0.000$ 2.251$ 4.261$ 11.47 # 103.6 # 183.5 # 560.9 # 260.1 # 9.520# 0.673$ 0.347$ 29
30 0.000$ 1.515$ 3.543$ 10.41 # 83.17 # 175.1 #2120 & 210.3 # 8.157# 0.571$ 0.293$ 30
31 0.000$ 1.082$ 9.387# 141.9 #1739 & 6.912# 0.290$ 31
Mean 0.000$ 0.000$ 2.571$ 7.399$ 13.04 $ 65.39 # 108.1 # 349.3 & 512.6 # 68.91 # 1.902$ 0.613$
Median 0.000$ 0.000$ 0.794$ 1.106$ 11.47 $ 69.60 # 80.12 # 220.3 & 314.4 # 43.34 # 1.202$ 0.477$
Maximum 0.000$ 0.000$ 26.10 $ 52.34 $ 39.19 $ 127.6 # 262.1 #2120 &1469 # 241.6 # 6.300$ 2.234$
Minimum 0.000$ 0.000$ 0.000$ 0.721$ 1.831$ 6.885# 35.41 # 111.5 & 146.4 # 6.912# 0.571$ 0.231$
Total 0.00$ 0.00$ 79.70$ 222.0 $ 404.2 $ 1962 # 3352 #10828 &15377 # 2136 # 57.07$ 19.02$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 94.35 & " ... Relative Uncertainty +/-10%
Ann. Median 7.033& # ... Relative Uncertainty +/-15%
Annual Total 34436 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2120 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen 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 0.299$ 0.157$ 0.000$ 0.807$ 0.685$ 104.1 # 149.3 # 149.9 # 95.81 # 197.1 # 14.96 # 0.799$ 1
2 0.293$ 0.136$ 0.000$ 0.743$ 0.776$ 62.79 # 105.2 # 123.7 # 86.99 # 197.7 # 12.24 # 0.888$ 2
3 0.294$ 0.102$ 0.000$ 0.670$ 0.880$ 39.62 # 79.79 # 93.93 # 163.7 # 152.7 # 10.48 # 0.917$ 3
4 0.298$ 0.055$ 0.000$ 0.619$ 0.887$ 38.01 # 102.6 # 71.93 # 332.6 # 134.1 # 8.790# 0.803$ 4
5 0.291$ 0.015$ 0.000$ 0.586$ 0.905$ 32.70 # 189.1 # 59.49 # 360.0 " 102.5 # 8.568# 0.729$ 5
6 0.267$ 0.003$ 0.000$ 0.576$ 3.989$ 30.74 # 219.3 # 58.33 # 341.2 # 74.39 # 50.74 # 0.724$ 6
7 0.277$ 0.000$ 0.000$ 0.647$ 3.562$ 24.82 # 308.4 # 75.76 # 271.5 # 69.72 # 35.63 # 0.731$ 7
8 0.310$ 0.000$ 0.000$ 0.745$ 1.649$ 21.39 # 388.3 " 79.77 # 216.6 # 125.9 # 20.94 # 0.747$ 8
9 0.389$ 0.000$ 0.000$ 1.443$ 1.192$ 28.93 # 308.5 # 75.43 # 168.6 # 199.4 # 18.53 # 0.706$ 9
10 0.476$ 0.000$ 0.000$ 2.926$ 1.653$ 25.01 # 265.5 # 85.97 # 141.2 # 219.4 # 15.22 # 0.644$ 10
11 0.453$ 0.000$ 0.000$ 1.693$ 3.040$ 31.72 # 224.1 # 143.5 # 185.4 # 182.0 # 10.47 # 0.551$ 11
12 0.273$ 0.000$ 0.000$ 1.118$ 2.157$ 68.22 # 169.5 # 202.8 # 229.4 # 145.7 # 7.478# 0.609$ 12
13 0.197$ 0.000$ 0.000$ 0.931$ 1.639$ 52.87 # 122.1 # 180.3 # 237.8 # 102.5 # 5.613# 0.886$ 13
14 0.163$ 0.000$ 0.000$ 0.825$ 1.675$ 51.19 # 154.2 # 176.2 # 377.1 # 190.2 # 4.453$ 1.161$ 14
15 0.151$ 0.000$ 0.000$ 0.764$ 1.597$ 43.26 # 253.6 # 181.6 # 706.1 " 291.4 # 3.793$ 0.979$ 15
16 0.110$ 0.000$ 0.000$ 0.714$ 1.365$ 72.23 # 429.8 # 205.6 # 847.2 " 294.0 # 3.489$ 0.787$ 16
17 0.054$ 0.000$ 0.000$ 0.668$ 1.240$ 87.84 # 793.3 " 174.6 # 780.9 " 320.4 # 3.348$ 0.619$ 17
18 0.012$ 0.000$ 0.000$ 0.669$ 1.170$ 120.2 # 782.4 " 188.7 # 624.1 " 275.7 # 3.627$ 0.529$ 18
19 0.000$ 0.000$ 0.000$ 0.672$ 1.646$ 207.1 # 626.2 " 288.4 # 457.7 " 195.3 # 4.680$ 0.496$ 19
20 0.000$ 0.000$ 0.000$ 0.686$ 4.199$ 283.4 # 498.3 " 300.9 # 356.3 # 146.8 # 4.908# 0.687$ 20
21 0.000$ 0.000$ 1.845$ 0.683$ 7.374# 219.9 # 373.8 # 257.4 # 319.3 # 107.0 # 4.058$ 1.385$ 21
22 0.000$ 0.000$ 1.610$ 0.702$ 8.917# 191.9 # 274.8 # 219.0 # 280.0 # 77.88 # 3.135$ 1.049$ 22
23 0.000$ 0.000$ 1.056$ 0.697$ 6.014# 294.7 # 215.5 # 163.3 # 241.4 # 60.28 # 2.486$ 0.795$ 23
24 0.000$ 0.000$ 0.904$ 0.671$ 5.018# 289.0 # 165.9 # 138.2 # 202.3 # 49.84 # 2.094$ 0.634$ 24
25 0.001$ 0.000$ 0.818$ 0.682$ 5.914# 255.0 # 126.4 # 219.1 # 170.7 # 41.03 # 1.759$ 0.486$ 25
26 0.097$ 0.000$ 0.753$ 0.693$ 7.079# 447.3 # 116.7 # 324.1 # 147.0 # 33.41 # 1.369$ 0.355$ 26
27 0.375$ 0.000$ 0.690$ 0.720$ 34.94 # 370.6 # 139.8 # 268.9 # 126.4 # 28.07 # 1.083$ 0.259$ 27
28 0.380$ 0.000$ 0.618$ 0.708$ 85.41 # 281.4 # 146.2 # 244.6 # 120.0 # 23.43 # 0.901$ 0.184$ 28
29 0.341$ 0.628$ 0.681$ 163.1 # 261.6 # 176.1 # 226.7 # 107.8 # 20.39 # 0.803$ 0.145$ 29
30 0.234$ 0.720$ 0.683$ 151.7 # 200.6 # 176.4 # 174.4 # 107.8 # 18.27 # 0.800$ 0.125$ 30
31 0.175$ 0.818$ 153.1 # 146.2 # 127.0 # 17.18 # 0.105$ 31
Mean 0.200$ 0.017$ 0.337$ 0.847$ 21.44 $ 141.3 # 265.4 # 170.3 # 293.4 # 132.0 # 8.881$ 0.662$
Median 0.234$ 0.000$ 0.000$ 0.695$ 2.157$ 80.03 # 189.1 # 174.6 # 233.6 # 125.9 # 4.567$ 0.706$
Maximum 0.476$ 0.157$ 1.845$ 2.926$ 163.1 $ 447.3 # 793.3 # 324.1 # 847.2 # 320.4 # 50.74 $ 1.385$
Minimum 0.000$ 0.000$ 0.000$ 0.576$ 0.685$ 21.39 # 79.79 # 58.33 # 86.99 # 17.18 # 0.800$ 0.105$
Total 6.210$ 0.468$ 10.46 $ 25.42 $ 664.5 $4238 #8227 #5280 #8803 #4094 # 266.4 $ 20.51 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 86.67 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.989$ # ... Relative Uncertainty +/-15%
Annual Total 31635 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 847.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen 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 0.078$ 1.024$ 0.422$ 1.125$ 2.127$ 2.346$ 25.82 # 93.36 # 335.5 # 17.41 # 1.296$ 0.612$ 1
2 0.045$ 0.867$ 0.491$ 1.179$ 1.832$ 2.554$ 32.58 # 93.49 # 434.0 " 14.58 # 1.301$ 0.533$ 2
3 0.013$ 0.740$ 0.440$ 1.922$ 1.652$ 2.546$ 40.13 # 200.9 # 418.4 " 12.69 # 1.217$ 0.450$ 3
4 0.001$ 0.741$ 0.344$ 1.835$ 1.473$ 2.333$ 128.2 # 238.3 # 338.4 # 11.50 # 1.110$ 0.440$ 4
5 0.000$ 0.639$ 0.252$ 1.181$ 1.345$ 2.208$ 215.4 # 258.5 # 246.4 # 12.36 # 1.052$ 0.380$ 5
6 0.000$ 0.541$ 0.184$ 0.936$ 1.199$ 2.013$ 205.4 # 320.3 # 349.9 # 13.82 # 1.136$ 0.372$ 6
7 0.000$ 0.483$ 0.139$ 0.879$ 1.102$ 1.889$ 175.2 # 295.7 # 746.0 " 13.19 # 1.181$ 0.344$ 7
8 0.000$ 0.689$ 0.097$ 0.846$ 1.457$ 1.799$ 180.9 # 279.9 # 755.0 " 11.04 # 1.652$ 0.305$ 8
9 0.000$ 2.920$ 0.106$ 0.802$ 2.622$ 1.704$ 144.2 # 292.0 # 689.2 " 10.01 # 2.217$ 0.297$ 9
10 0.000$ 2.920$ 4.940$ 0.781$ 2.334$ 1.678$ 91.33 # 317.6 # 433.2 " 9.326# 1.690$ 0.262$ 10
11 0.000$ 1.590$ 4.475$ 0.814$ 4.365$ 2.154$ 91.98 # 311.2 # 306.9 # 8.073# 1.402$ 0.249$ 11
12 0.000$ 1.069$ 2.757$ 0.947$ 9.120# 2.253$ 82.79 # 240.1 # 224.2 # 7.519# 1.117$ 0.228$ 12
13 0.000$ 0.849$ 33.67 $ 1.102$ 9.778# 2.325$ 101.3 # 194.3 # 194.8 # 6.849# 0.944$ 0.194$ 13
14 0.000$ 0.743$ 65.72 # 1.056$ 9.827# 3.060$ 140.1 # 137.9 # 160.5 # 6.336# 0.848$ 0.169$ 14
15 0.650$ 0.700$ 25.25 # 1.117$ 11.35 # 5.191# 196.9 # 103.6 # 133.5 # 5.663# 0.718$ 0.152$ 15
16 4.503$ 0.630$ 9.166# 1.032$ 8.192# 4.614$ 179.6 # 117.2 # 115.7 # 4.996# 0.569$ 0.140$ 16
17 5.507$ 0.556$ 5.382$ 1.010$ 6.499# 3.639$ 171.4 # 284.4 # 104.1 # 4.382$ 0.593$ 0.117$ 17
18 3.050$ 0.576$ 3.299$ 1.097$ 4.788$ 3.382$ 175.2 # 277.2 # 82.77 # 3.659$ 0.625$ 0.076$ 18
19 1.739$ 0.532$ 2.285$ 1.376$ 3.992$ 8.949$ 233.4 # 347.6 # 66.08 # 3.103$ 0.657$ 0.035$ 19
20 1.126$ 0.481$ 1.684$ 1.181$ 3.620$ 24.71 # 262.1 # 357.1 # 57.75 # 2.910$ 0.657$ 0.012$ 20
21 0.868$ 0.459$ 2.103$ 0.996$ 3.235$ 41.42 # 244.9 # 262.4 # 49.39 # 2.769$ 0.649$ 0.008$ 21
22 0.801$ 0.480$ 4.103$ 0.932$ 2.830$ 61.84 # 208.5 # 196.5 # 43.17 # 2.750$ 0.557$ 0.004$ 22
23 0.927$ 0.426$ 3.397$ 0.896$ 2.675$ 69.59 # 168.1 # 142.2 # 38.13 # 2.425$ 0.392$ 0.017$ 23
24 1.136$ 0.340$ 2.391$ 0.798$ 3.699$ 62.71 # 132.7 # 117.4 # 33.43 # 2.133$ 0.375$ 0.125$ 24
25 1.114$ 0.291$ 1.889$ 0.760$ 3.274$ 43.02 # 106.3 # 106.1 # 28.92 # 2.078$ 0.346$ 0.300$ 25
26 0.908$ 0.260$ 1.651$ 0.895$ 2.856$ 50.44 # 85.48 # 125.2 # 25.64 # 1.855$ 0.321$ 0.297$ 26
27 0.743$ 0.239$ 1.650$ 1.187$ 2.545$ 71.65 # 69.19 # 211.6 # 23.76 # 1.603$ 0.456$ 0.225$ 27
28 0.615$ 0.267$ 1.981$ 2.036$ 2.709$ 72.81 # 58.23 # 221.3 # 22.33 # 1.427$ 0.535$ 0.162$ 28
29 0.514$ 0.312$ 1.668$ 4.027$ 3.480$ 52.64 # 60.76 # 216.4 # 19.97 # 1.347$ 0.665$ 0.157$ 29
30 0.530$ 1.385$ 2.795$ 2.868$ 34.70 # 68.50 # 198.0 # 18.83 # 1.375$ 0.667$ 0.113$ 30
31 0.838$ 1.281$ 2.370$ 88.06 # 207.3 # 1.386$ 0.051$ 31
Mean 0.829$ 0.771$ 5.955$ 1.251$ 3.910$ 21.41 $ 134.3 # 218.2 # 216.5 # 6.470$ 0.898$ 0.220$
Median 0.530$ 0.576$ 1.889$ 1.044$ 2.856$ 3.510$ 132.7 # 216.4 # 124.6 # 4.996$ 0.692$ 0.194$
Maximum 5.507$ 2.920$ 65.72 $ 4.027$ 11.35 $ 72.81 $ 262.1 # 357.1 # 755.0 # 17.41 $ 2.217$ 0.612$
Minimum 0.000$ 0.239$ 0.097$ 0.760$ 1.102$ 1.678$ 25.82 # 93.36 # 18.83 # 1.347$ 0.321$ 0.004$
Total 25.71 $ 22.36 $ 184.6 $ 37.54 $ 121.2 $ 642.2 $4165 #6765 #6496 # 200.6 $ 26.95 $ 6.825$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 51.08 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.181$ # ... Relative Uncertainty +/-15%
Annual Total 18694 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 755.0 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2001
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.016$ 0.000$ 0.000$ 0.000$ 0.781$ 3.568$ 6.112# 22.94 # 37.27 # 168.4 # 2.597$ 14.41 # 1
2 0.004$ 0.000$ 0.000$ 0.000$ 0.668$ 4.119$ 5.978# 26.47 # 33.54 # 158.3 # 2.055$ 29.85 # 2
3 0.001$ 0.000$ 0.000$ 0.000$ 0.724$ 3.619$ 5.949# 25.51 # 38.52 # 165.2 # 1.860$ 85.27 # 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.793$ 3.658$ 8.657# 28.45 # 34.30 # 118.2 # 1.789$ 120.9 # 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.836$ 5.907# 11.64 # 25.45 # 32.92 # 61.29 # 1.595$ 223.9 # 5
6 0.000$ 0.000$ 0.000$ 0.004$ 4.048$ 4.951# 11.43 # 31.62 # 39.90 # 36.51 # 1.349$ 246.6 # 6
7 0.000$ 0.000$ 0.000$ 0.095$ 5.492$ 5.157$ 11.59 # 51.71 # 54.38 # 24.04 # 1.695$ 279.7 # 7
8 0.000$ 0.000$ 0.000$ 0.361$ 1.946$ 14.61 # 11.01 # 59.39 # 80.99 # 16.78 # 2.091$ 514.9 " 8
9 0.000$ 0.000$ 0.000$ 0.582$ 1.239$ 20.46 # 14.47 # 73.39 # 81.62 # 14.31 # 1.586$ 332.1 # 9
10 0.000$ 0.000$ 0.000$ 0.463$ 1.241$ 53.68 # 14.61 # 90.41 # 87.46 # 12.85 # 1.153$ 212.5 # 10
11 0.000$ 0.000$ 0.000$ 0.496$ 1.838$ 97.35 # 14.21 # 103.2 # 81.04 # 11.79 # 0.942$ 125.1 # 11
12 0.000$ 0.000$ 0.000$ 0.518$ 2.052$ 167.5 # 19.11 # 106.8 # 59.73 # 13.19 # 0.810$ 59.79 # 12
13 0.000$ 0.000$ 0.000$ 0.527$ 5.374$ 135.0 # 17.50 # 101.6 # 46.79 # 13.65 # 0.677$ 29.85 # 13
14 0.000$ 0.000$ 0.000$ 0.496$ 5.609$ 121.1 # 17.42 # 65.67 # 38.02 # 11.27 # 0.652$ 16.97 # 14
15 0.000$ 0.000$ 0.000$ 0.538$ 2.997$ 73.58 # 16.85 # 45.91 # 30.42 # 10.44 # 0.715$ 10.34 # 15
16 0.000$ 0.000$ 0.000$ 0.670$ 23.47 $ 40.48 # 13.84 # 45.92 # 22.06 # 10.36 # 0.950$ 6.788# 16
17 0.000$ 0.000$ 0.000$ 0.769$ 29.37 # 26.64 # 11.41 # 47.38 # 17.50 # 8.640# 1.434$ 4.524$ 17
18 0.000$ 0.000$ 0.000$ 0.653$ 20.43 # 22.03 # 10.88 # 62.23 # 14.71 # 6.942# 11.60 $ 3.242$ 18
19 0.000$ 0.000$ 0.000$ 0.571$ 10.21 # 16.38 # 10.25 # 60.35 # 14.24 # 5.648# 23.31 # 3.108$ 19
20 0.000$ 0.000$ 0.000$ 0.497$ 6.898# 13.96 # 8.775# 47.52 # 12.34 # 4.901# 13.70 # 2.615$ 20
21 0.000$ 0.000$ 0.000$ 0.462$ 5.733# 11.55 # 10.55 # 35.72 # 10.15 # 4.774# 9.409# 2.063$ 21
22 0.000$ 0.000$ 0.000$ 0.455$ 4.140$ 9.344# 12.26 # 28.79 # 12.10 # 9.261# 7.310# 1.764$ 22
23 0.000$ 0.000$ 0.000$ 0.568$ 3.191$ 8.275# 11.46 # 23.88 # 31.11 # 12.91 # 7.347# 1.504$ 23
24 0.000$ 0.000$ 0.000$ 0.750$ 3.757$ 7.834# 10.06 # 27.63 # 43.86 # 11.70 # 5.323# 1.254$ 24
25 0.000$ 0.000$ 0.000$ 1.020$ 6.357# 7.264# 12.24 # 25.39 # 54.93 # 20.01 # 3.893$ 1.141$ 25
26 0.000$ 0.000$ 0.000$ 1.150$ 4.990# 6.785# 11.49 # 19.68 # 46.71 # 13.11 # 2.758$ 1.020$ 26
27 0.000$ 0.000$ 0.000$ 1.017$ 3.695$ 6.010# 9.692# 16.66 # 36.22 # 9.562# 1.969$ 0.908$ 27
28 0.000$ 0.000$ 0.000$ 0.907$ 3.693$ 5.692# 9.582# 14.10 # 29.01 # 7.964# 1.395$ 0.868$ 28
29 0.000$ 0.000$ 0.839$ 5.612# 5.515# 10.60 # 14.09 # 44.65 # 6.008# 1.063$ 0.812$ 29
30 0.000$ 0.000$ 0.804$ 4.356$ 5.836# 13.08 # 27.70 # 133.1 # 4.443$ 2.390$ 0.770$ 30
31 0.000$ 0.000$ 3.618$ 28.90 # 30.06 # 3.348$ 0.689$ 31
Mean 0.001$ 0.000$ 0.000$ 0.507$ 5.650$ 30.26 $ 12.31 # 44.69 # 43.32 # 31.48 $ 3.847$ 75.32 $
Median 0.000$ 0.000$ 0.000$ 0.522$ 3.757$ 8.810$ 11.46 # 31.62 # 37.64 # 11.79 $ 1.824$ 6.788$
Maximum 0.016$ 0.000$ 0.000$ 1.150$ 29.37 $ 167.5 $ 28.90 # 106.8 # 133.1 # 168.4 $ 23.31 $ 514.9 $
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.668$ 3.568$ 5.949# 14.09 # 10.15 # 3.348$ 0.652$ 0.689$
Total 0.022$ 0.000$ 0.000$ 15.21 $ 175.1 $ 907.9 $ 381.6 #1386 #1300 # 975.8 $ 115.4 $2335 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.80 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.524$ # ... Relative Uncertainty +/-15%
Annual Total 7591 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 514.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2002
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.643$ 0.000$ 0.000$ 0.000$ 36.02 # 2.334$ 21.55 # 53.40 # 163.3 # 28.11 # 10.85 # 0.436$ 1
2 0.578$ 0.000$ 0.000$ 0.000$ 24.75 # 2.658$ 34.23 # 65.06 # 203.3 # 22.71 # 16.68 # 0.408$ 2
3 0.516$ 0.000$ 0.000$ 0.000$ 19.66 # 3.424$ 45.88 # 77.36 # 213.1 # 18.05 # 15.06 # 0.400$ 3
4 0.491$ 0.000$ 0.000$ 0.000$ 15.83 # 9.641# 52.14 # 86.66 # 191.3 # 14.57 # 17.35 # 0.403$ 4
5 0.438$ 0.000$ 0.000$ 0.000$ 10.78 # 9.336# 63.02 # 180.7 # 175.1 # 13.24 # 14.32 # 0.391$ 5
6 0.437$ 0.000$ 0.000$ 0.000$ 9.556# 13.21 # 57.27 # 204.5 # 150.6 # 22.25 # 13.57 # 0.373$ 6
7 0.402$ 0.000$ 0.000$ 0.000$ 8.488# 22.98 # 63.01 # 177.6 # 125.3 # 39.21 # 8.459# 0.358$ 7
8 0.387$ 0.000$ 0.000$ 0.000$ 6.969# 38.29 # 64.96 # 175.1 # 92.66 # 44.76 # 5.276$ 0.327$ 8
9 0.373$ 0.000$ 0.000$ 0.000$ 6.853# 34.17 # 56.48 # 151.1 # 72.80 # 40.14 # 3.428$ 0.273$ 9
10 0.355$ 0.000$ 0.000$ 0.000$ 10.82 # 26.84 # 49.33 # 131.3 # 62.97 # 34.07 # 2.491$ 0.208$ 10
11 0.329$ 0.000$ 0.000$ 0.000$ 14.64 # 20.42 # 69.79 # 142.7 # 58.95 # 30.62 # 1.965$ 0.171$ 11
12 0.344$ 0.000$ 0.000$ 0.040$ 13.40 # 14.68 # 128.4 # 121.7 # 53.20 # 23.83 # 1.534$ 0.140$ 12
13 0.341$ 0.000$ 0.000$ 0.195$ 11.18 # 13.39 # 228.2 # 95.43 # 51.25 # 18.36 # 1.215$ 0.144$ 13
14 0.311$ 0.000$ 0.000$ 0.370$ 20.78 # 17.96 # 263.4 # 77.84 # 54.41 # 14.34 # 0.989$ 0.169$ 14
15 0.282$ 0.000$ 0.000$ 0.533$ 14.64 # 36.87 # 315.5 # 70.54 # 181.9 # 11.88 # 0.693$ 0.160$ 15
16 0.248$ 0.000$ 0.000$ 0.816$ 11.41 # 53.34 # 315.7 # 97.16 # 329.2 # 9.294# 0.610$ 0.135$ 16
17 0.239$ 0.000$ 0.000$ 3.435$ 9.199# 68.00 # 221.8 # 95.40 # 343.6 " 9.608# 0.648$ 0.101$ 17
18 0.228$ 0.000$ 0.000$ 292.7 $ 7.739# 76.16 # 172.9 # 77.15 # 373.0 " 24.21 # 0.627$ 0.057$ 18
19 0.232$ 0.000$ 0.000$ 893.1 " 6.345# 89.13 # 164.8 # 61.44 # 283.6 # 32.01 # 0.592$ 0.013$ 19
20 0.204$ 0.000$ 0.000$ 513.8 " 4.902# 77.57 # 139.3 # 54.74 # 208.8 # 31.58 # 0.578$ 0.000$ 20
21 0.168$ 0.000$ 0.000$ 414.4 " 4.282$ 76.23 # 118.0 # 46.37 # 155.4 # 23.81 # 0.573$ 0.000$ 21
22 0.149$ 0.000$ 0.000$ 301.3 # 4.564# 77.52 # 109.3 # 42.46 # 109.4 # 16.89 # 0.596$ 0.000$ 22
23 0.126$ 0.000$ 0.000$ 249.5 # 4.453$ 58.08 # 102.1 # 42.74 # 84.63 # 13.85 # 0.651$ 0.000$ 23
24 0.115$ 0.000$ 0.000$ 185.7 # 4.203$ 37.66 # 77.43 # 43.74 # 75.90 # 9.830# 0.693$ 0.000$ 24
25 0.123$ 0.000$ 0.000$ 133.0 # 3.651$ 27.47 # 66.36 # 40.61 # 72.33 # 7.382# 0.664$ 0.000$ 25
26 0.096$ 0.000$ 0.000$ 136.4 # 4.658$ 23.41 # 63.41 # 42.76 # 67.79 # 5.576# 0.598$ 0.000$ 26
27 0.049$ 0.000$ 0.000$ 134.2 # 4.562$ 21.26 # 74.16 # 139.0 # 61.70 # 4.437$ 0.587$ 0.000$ 27
28 0.012$ 0.000$ 0.000$ 91.61 # 3.792$ 18.47 # 76.79 # 179.0 # 49.92 # 5.007$ 0.552$ 0.000$ 28
29 0.001$ 0.000$ 62.34 # 3.222$ 19.68 # 74.06 # 147.4 # 41.20 # 6.906# 0.483$ 0.000$ 29
30 0.000$ 0.000$ 59.05 # 2.839$ 18.78 # 60.10 # 176.4 # 33.86 # 7.529# 0.427$ 0.012$ 30
31 0.000$ 0.000$ 2.554$ 53.05 # 198.1 # 6.269# 0.166$ 31
Mean 0.265$ 0.000$ 0.000$ 115.8 $ 9.895$ 33.63 $ 109.8 # 106.3 # 138.0 # 19.04 $ 4.092$ 0.156$
Median 0.248$ 0.000$ 0.000$ 0.675$ 7.739$ 23.19 $ 74.06 # 95.40 # 101.0 # 16.89 $ 0.693$ 0.140$
Maximum 0.643$ 0.000$ 0.000$ 893.1 $ 36.02 $ 89.13 $ 315.7 # 204.5 # 373.0 # 44.76 $ 17.35 $ 0.436$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 2.554$ 2.334$ 21.55 # 40.61 # 33.86 # 4.437$ 0.427$ 0.000$
Total 8.215$ 0.000$ 0.000$3473 $ 306.7 $1009 $3402 #3296 #4141 # 590.3 $ 122.8 $ 4.845$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 44.80 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.906$ # ... Relative Uncertainty +/-15%
Annual Total 16353 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 893.1 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2003
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.379$ 0.000$ 0.122$ 2.401$ 0.725$ 3.130$ 37.77 # 93.75 # 183.1 # 478.3 " 107.1 # 1.118$ 1
2 0.384$ 0.000$ 0.083$ 1.402$ 0.703$ 3.212$ 33.30 # 81.87 # 146.6 # 586.6 " 69.43 # 1.038$ 2
3 0.314$ 0.000$ 0.032$ 0.947$ 0.678$ 3.717$ 29.04 # 232.0 # 117.6 # 809.8 " 49.89 # 0.919$ 3
4 0.320$ 0.000$ 0.007$ 0.832$ 0.644$ 3.946$ 32.80 # 341.5 # 104.1 # 725.4 " 38.12 # 0.803$ 4
5 0.237$ 0.000$ 0.000$ 0.749$ 0.651$ 3.252$ 52.19 # 435.3 " 96.40 # 524.6 " 28.84 # 0.713$ 5
6 0.183$ 0.000$ 0.000$ 1.927$ 0.692$ 4.786$ 88.58 # 636.1 " 89.66 # 374.3 # 20.61 # 0.697$ 6
7 0.138$ 0.000$ 0.000$ 3.386$ 0.695$ 7.780# 94.36 # 426.5 " 79.55 # 284.3 # 15.03 # 0.709$ 7
8 0.078$ 0.000$ 0.000$ 1.594$ 0.681$ 7.091# 105.1 # 274.0 # 74.25 # 227.0 # 11.70 # 0.743$ 8
9 0.022$ 0.000$ 0.000$ 1.020$ 0.683$ 9.889# 100.1 # 195.5 # 91.67 # 182.6 # 9.143# 0.755$ 9
10 0.002$ 0.000$ 0.000$ 0.860$ 0.685$ 9.595# 99.34 # 146.3 # 103.8 # 143.5 # 7.123# 0.729$ 10
11 0.000$ 0.000$ 0.000$ 0.988$ 0.626$ 10.80 # 177.2 # 124.4 # 176.1 # 108.8 # 5.518# 0.719$ 11
12 0.000$ 0.000$ 0.000$ 4.849$ 1.015$ 10.93 # 133.0 # 131.7 # 278.3 # 83.79 # 4.163$ 0.700$ 12
13 0.000$ 0.000$ 0.000$ 4.745$ 3.355$ 8.357# 129.6 # 147.4 # 352.2 " 75.02 # 3.220$ 0.662$ 13
14 0.000$ 0.000$ 0.000$ 2.406$ 2.603$ 6.357# 127.2 # 158.6 # 317.2 # 63.81 # 2.615$ 0.645$ 14
15 0.000$ 0.000$ 0.000$ 1.525$ 2.413$ 7.497# 131.2 # 175.6 # 248.9 # 59.08 # 2.215$ 0.629$ 15
16 0.000$ 0.000$ 0.000$ 1.114$ 4.831$ 7.475# 101.6 # 190.1 # 195.2 # 51.58 # 1.984$ 0.625$ 16
17 0.000$ 0.000$ 0.000$ 1.016$ 5.821# 6.923# 81.75 # 188.9 # 146.5 # 47.83 # 2.001$ 0.598$ 17
18 0.000$ 0.000$ 0.000$ 1.007$ 4.907$ 6.132# 70.24 # 162.0 # 107.7 # 47.95 # 3.603$ 0.779$ 18
19 0.000$ 0.000$ 0.000$ 1.087$ 2.852$ 4.715$ 54.94 # 144.4 # 86.50 # 44.68 # 8.316# 0.955$ 19
20 0.000$ 0.000$ 0.000$ 1.002$ 2.013$ 3.881$ 45.85 # 173.3 # 97.27 # 42.83 # 16.22 # 0.960$ 20
21 0.000$ 0.055$ 0.000$ 0.972$ 5.287$ 3.303$ 47.15 # 273.8 # 195.6 # 39.53 # 13.95 # 0.987$ 21
22 0.000$ 0.272$ 0.000$ 0.935$ 12.06 # 3.078$ 91.52 # 571.4 # 304.5 # 34.22 # 7.514# 0.829$ 22
23 0.000$ 0.446$ 0.000$ 0.896$ 8.158# 3.749$ 125.7 #1956 & 318.9 # 28.57 # 4.421$ 0.670$ 23
24 0.000$ 0.436$ 0.000$ 0.946$ 12.42 # 3.856$ 137.0 #4094 & 332.6 " 24.20 # 2.929$ 0.551$ 24
25 0.000$ 0.339$ 0.000$ 0.983$ 8.385# 15.77 # 151.2 #2542 & 327.5 # 20.23 # 2.344$ 0.491$ 25
26 0.000$ 0.268$ 0.000$ 0.969$ 6.480# 19.31 # 159.3 #1410 " 295.0 # 16.30 # 2.175$ 0.394$ 26
27 0.000$ 0.200$ 0.000$ 0.859$ 5.057$ 21.05 # 134.4 # 841.6 " 244.2 # 152.3 # 2.002$ 0.273$ 27
28 0.000$ 0.147$ 0.000$ 0.833$ 3.630$ 50.53 # 108.9 # 541.0 " 196.0 # 377.5 " 1.765$ 0.229$ 28
29 0.000$ 0.104$ 0.805$ 2.754$ 46.76 # 84.86 # 390.8 " 168.8 # 275.3 # 1.471$ 0.218$ 29
30 0.000$ 1.687$ 0.765$ 2.800$ 43.18 # 69.89 # 291.3 # 289.2 # 192.4 # 1.283$ 0.204$ 30
31 0.000$ 1.885$ 3.657$ 83.46 # 224.6 # 161.4 # 0.185$ 31
Mean 0.066$ 0.077$ 0.126$ 1.461$ 3.482$ 11.34 $ 94.15 # 567.6 & 192.2 # 202.7 # 14.89 $ 0.662$
Median 0.000$ 0.000$ 0.000$ 0.995$ 2.754$ 7.007$ 94.36 # 232.0 & 179.6 # 108.8 # 4.970$ 0.700$
Maximum 0.384$ 0.446$ 1.885$ 4.849$ 12.42 $ 50.53 $ 177.2 #4094 & 352.2 # 809.8 # 107.1 $ 1.118$
Minimum 0.000$ 0.000$ 0.000$ 0.749$ 0.626$ 3.078$ 29.04 # 81.87 & 74.25 # 16.30 # 1.283$ 0.185$
Total 2.06$ 2.16$ 3.92$ 43.82$ 108.0 $ 340.1 $ 2919 #17597 & 5765 # 6284 # 446.7 $ 20.53$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 91.87 & " ... Relative Uncertainty +/-10%
Ann. Median 3.303& # ... Relative Uncertainty +/-15%
Annual Total 33531 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 4094 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2004
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.158$ 0.000$ 0.528$ 0.275$ 0.789$ 3.031$ 97.61 # 43.22 # 231.4 # 8.551# 0.683$ 0.476$ 1
2 0.131$ 0.000$ 0.588$ 0.374$ 0.832$ 1.843$ 86.61 # 65.06 # 182.0 # 7.909# 0.876$ 0.455$ 2
3 0.089$ 0.000$ 0.649$ 0.545$ 0.799$ 1.377$ 68.79 # 83.05 # 132.3 # 6.736# 1.744$ 0.398$ 3
4 0.040$ 0.000$ 0.666$ 0.677$ 0.759$ 1.149$ 63.62 # 96.15 # 99.29 # 5.836# 1.614$ 0.355$ 4
5 0.015$ 0.000$ 0.666$ 0.777$ 0.714$ 2.678$ 76.21 # 110.5 # 83.36 # 5.464# 1.342$ 0.373$ 5
6 0.005$ 0.000$ 0.600$ 0.813$ 0.670$ 5.533$ 82.36 # 160.9 # 77.17 # 6.539# 1.011$ 0.333$ 6
7 0.003$ 0.000$ 0.664$ 0.796$ 0.719$ 3.379$ 108.0 # 157.5 # 95.91 # 7.760# 0.845$ 0.293$ 7
8 0.014$ 0.000$ 0.859$ 0.795$ 0.785$ 2.929$ 160.7 # 147.6 # 112.7 # 7.071# 0.753$ 0.255$ 8
9 0.041$ 0.000$ 1.235$ 0.837$ 1.075$ 3.434$ 180.9 # 139.3 # 126.3 # 5.766# 0.782$ 0.218$ 9
10 0.057$ 0.000$ 1.760$ 0.887$ 1.745$ 14.69 $ 203.1 # 111.3 # 127.5 # 4.584$ 1.150$ 0.173$ 10
11 0.048$ 0.000$ 1.699$ 0.993$ 2.356$ 34.47 # 229.0 # 80.34 # 113.5 # 3.665$ 1.172$ 0.138$ 11
12 0.022$ 0.000$ 1.532$ 1.022$ 2.162$ 44.14 # 173.3 # 74.71 # 88.62 # 4.038$ 1.032$ 0.088$ 12
13 0.006$ 0.000$ 1.362$ 1.597$ 1.571$ 69.72 # 126.4 # 103.0 # 69.33 # 4.321$ 0.901$ 0.032$ 13
14 0.000$ 0.000$ 1.273$ 2.048$ 1.191$ 67.65 # 82.14 # 113.8 # 54.36 # 3.674$ 0.772$ 0.003$ 14
15 0.000$ 0.000$ 1.362$ 2.281$ 1.029$ 76.68 # 56.97 # 124.5 # 43.27 # 3.149$ 0.668$ 0.000$ 15
16 0.000$ 0.000$ 2.316$ 2.283$ 1.073$ 62.88 # 46.00 # 150.5 # 35.55 # 2.737$ 0.593$ 0.000$ 16
17 0.000$ 0.000$ 2.952$ 1.326$ 1.953$ 59.85 # 38.13 # 132.8 # 30.32 # 2.356$ 0.644$ 0.000$ 17
18 0.000$ 0.638$ 2.043$ 0.993$ 3.740$ 39.12 # 31.82 # 112.1 # 26.18 # 1.975$ 0.820$ 0.000$ 18
19 0.000$ 1.991$ 1.556$ 1.033$ 2.595$ 39.04 # 27.08 # 88.64 # 24.19 # 1.775$ 0.771$ 0.000$ 19
20 0.000$ 1.391$ 1.161$ 1.081$ 1.734$ 38.91 # 22.90 # 74.74 # 21.34 # 1.663$ 0.648$ 0.000$ 20
21 0.000$ 0.919$ 0.928$ 1.226$ 1.688$ 38.83 # 23.79 # 71.50 # 18.24 # 1.468$ 0.533$ 0.000$ 21
22 0.000$ 0.768$ 0.799$ 1.874$ 3.331$ 34.97 # 29.07 # 64.34 # 15.51 # 1.350$ 0.433$ 0.000$ 22
23 0.000$ 0.697$ 0.759$ 2.429$ 3.222$ 32.15 # 34.68 # 75.01 # 13.23 # 1.206$ 0.371$ 0.000$ 23
24 0.000$ 0.661$ 0.714$ 1.397$ 2.343$ 30.73 # 45.26 # 102.3 # 11.30 # 1.101$ 0.335$ 0.000$ 24
25 0.000$ 0.735$ 0.585$ 1.026$ 1.831$ 46.67 # 56.30 # 247.3 # 10.16 # 1.055$ 0.336$ 0.000$ 25
26 0.000$ 0.650$ 0.426$ 0.847$ 1.416$ 40.75 # 53.91 # 372.5 # 11.53 # 0.953$ 0.384$ 0.000$ 26
27 0.000$ 0.595$ 0.392$ 0.771$ 1.254$ 43.34 # 50.37 # 381.1 " 12.33 # 0.844$ 0.402$ 0.000$ 27
28 0.000$ 0.564$ 0.368$ 0.733$ 1.161$ 54.99 # 42.70 # 419.3 " 10.97 # 0.776$ 0.442$ 0.000$ 28
29 0.000$ 0.500$ 0.306$ 0.725$ 1.134$ 53.68 # 34.52 # 416.3 " 9.884# 0.742$ 0.466$ 0.000$ 29
30 0.000$ 0.259$ 0.775$ 1.023$ 87.63 # 36.39 # 367.7 " 8.784# 0.662$ 0.472$ 0.000$ 30
31 0.000$ 0.239$ 2.689$ 37.37 # 299.0 # 0.660$ 0.000$ 31
Mean 0.020$ 0.349$ 1.008$ 1.108$ 1.593$ 34.54 $ 77.61 # 160.8 # 63.22 # 3.432$ 0.766$ 0.116$
Median 0.000$ 0.000$ 0.759$ 0.940$ 1.254$ 38.87 $ 56.30 # 112.1 # 39.41 # 2.737$ 0.718$ 0.000$
Maximum 0.158$ 1.991$ 2.952$ 2.429$ 3.740$ 87.63 $ 229.0 # 419.3 # 231.4 # 8.551$ 1.744$ 0.476$
Minimum 0.000$ 0.000$ 0.239$ 0.275$ 0.670$ 1.149$ 22.90 # 43.22 # 8.784# 0.660$ 0.335$ 0.000$
Total 0.628$ 10.11 $ 31.25 $ 33.23 $ 49.38 $1036 $2406 #4986 #1896 # 106.4 $ 22.99 $ 3.591$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.91 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.231$ # ... Relative Uncertainty +/-15%
Annual Total 10582 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 419.3 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2005
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.238$ 49.09 # 41.46 # 72.64 # 319.9 # 76.91 # 160.9 # 267.1 # 42.11 # 8.092# 1
2 0.000$ 0.000$ 0.212$1293 & 37.43 # 61.50 # 268.3 # 91.47 # 145.7 # 291.3 # 41.06 # 6.517# 2
3 0.000$ 0.000$ 0.193$5193 & 73.30 # 56.61 # 238.5 # 142.4 # 131.6 # 263.2 # 37.64 # 4.596$ 3
4 0.000$ 0.000$ 0.161$2342 & 104.8 # 86.29 # 258.2 # 190.7 # 119.6 # 229.7 # 32.53 # 3.357$ 4
5 0.000$ 0.000$ 0.125$1059 " 104.2 # 156.5 # 389.6 # 177.3 # 112.8 # 217.5 # 34.19 # 2.644$ 5
6 0.000$ 0.000$ 0.078$ 528.6 " 101.8 # 163.0 # 424.7 " 168.1 # 179.2 # 254.5 # 36.90 # 2.629$ 6
7 0.000$ 0.000$ 0.036$ 323.4 # 100.4 # 368.6 # 438.6 " 141.8 # 335.0 # 280.7 # 35.21 # 2.514$ 7
8 0.000$ 0.000$ 0.012$ 219.1 # 80.32 # 440.5 " 421.5 " 115.7 # 353.7 " 236.7 # 34.54 # 2.238$ 8
9 0.000$ 0.000$ 0.003$ 160.3 # 49.90 # 393.7 " 355.6 # 106.0 # 430.0 " 190.3 # 30.81 # 1.967$ 9
10 0.000$ 0.000$ 0.061$ 111.4 # 35.31 # 357.8 " 283.7 # 103.9 # 466.3 " 168.9 # 30.54 # 1.745$ 10
11 0.000$ 0.000$ 0.565$ 74.01 # 27.49 # 459.1 " 235.1 # 92.03 # 406.7 " 148.4 # 29.19 # 2.505$ 11
12 0.000$ 0.000$ 0.872$ 50.86 # 26.26 #1082 " 204.1 # 79.20 # 336.2 # 131.6 # 25.18 # 3.573$ 12
13 0.000$ 0.000$ 0.726$ 37.37 # 26.19 #1445 " 205.7 # 101.3 # 277.9 # 114.2 # 21.09 # 3.375$ 13
14 0.000$ 0.000$ 0.647$ 27.45 # 28.47 #1458 " 300.4 # 178.0 # 251.7 # 99.24 # 18.27 # 2.962$ 14
15 0.000$ 5.554$ 0.569$ 19.50 # 28.90 #1111 " 302.4 # 251.3 # 239.3 # 85.61 # 15.04 # 2.431$ 15
16 0.000$ 2.020$ 0.499$ 15.39 # 69.50 # 775.3 " 278.0 # 270.3 # 207.4 # 77.34 # 12.04 # 1.845$ 16
17 0.000$ 1.164$ 0.433$ 12.61 # 256.1 # 594.4 " 255.8 # 530.0 " 196.8 # 75.60 # 9.188# 1.350$ 17
18 0.000$ 0.826$ 0.422$ 10.41 # 274.1 # 531.5 " 219.3 # 607.4 " 230.6 # 82.45 # 7.360# 1.056$ 18
19 0.000$ 0.652$ 0.406$ 8.000# 702.4 # 590.5 " 187.0 # 703.8 " 223.7 # 97.37 # 6.020# 0.913$ 19
20 0.000$ 0.592$ 0.403$ 6.360#1180 " 719.1 " 160.5 # 787.2 " 199.7 # 90.40 # 4.789$ 0.858$ 20
21 0.000$ 0.649$ 0.419$ 11.00 #1480 " 798.8 " 170.5 # 714.2 " 240.2 # 87.52 # 3.705$ 0.766$ 21
22 0.000$ 0.622$ 0.408$ 89.07 #1098 " 765.7 " 221.8 # 561.4 " 372.5 # 98.06 # 2.954$ 0.737$ 22
23 0.000$ 0.560$ 0.337$ 218.2 # 732.6 " 667.6 " 220.9 # 434.3 " 352.6 " 99.52 # 2.540$ 0.823$ 23
24 0.000$ 0.466$ 0.263$ 256.2 # 524.2 " 673.2 " 195.9 # 338.9 # 327.2 # 89.16 # 2.144$ 0.972$ 24
25 0.000$ 0.322$ 0.246$ 218.1 # 381.9 # 596.7 " 188.7 # 279.1 # 303.5 # 83.52 # 1.831$ 0.942$ 25
26 0.000$ 0.302$ 0.224$ 197.8 # 286.2 # 501.5 " 161.3 # 237.7 # 266.5 # 74.00 # 1.610$ 0.825$ 26
27 0.000$ 0.317$ 0.185$ 155.6 # 226.6 # 440.7 " 139.1 # 210.2 # 239.3 # 62.50 # 2.605$ 0.754$ 27
28 0.000$ 0.275$ 0.212$ 117.6 # 184.7 # 381.9 " 120.2 # 197.0 # 243.4 # 58.30 # 5.504$ 0.683$ 28
29 0.000$ 0.287$ 81.30 # 142.9 # 323.8 # 105.0 # 191.4 # 247.5 # 55.44 # 7.678# 0.617$ 29
30 0.000$ 0.493$ 54.88 # 109.0 # 317.1 # 94.20 # 190.3 # 234.8 # 48.37 # 7.517# 0.601$ 30
31 0.000$ 6.229$ 88.11 # 84.18 # 176.1 # 45.12 # 0.581$ 31
Mean 0.000$ 0.511$ 0.515$ 431.3 & 277.5 # 546.3 # 240.3 # 272.4 # 261.1 # 135.6 # 18.06 $ 2.112$
Median 0.000$ 0.137$ 0.287$ 100.2 & 104.2 # 480.3 # 221.8 # 190.7 # 241.8 # 98.06 # 13.54 $ 1.745$
Maximum 0.000$ 5.554$ 6.229$5193 &1480 #1458 # 438.6 # 787.2 # 466.3 # 291.3 # 42.11 $ 8.092$
Minimum 0.000$ 0.000$ 0.003$ 6.360& 26.19 # 56.61 # 84.18 # 76.91 # 112.8 # 45.12 # 1.610$ 0.581$
Total 0.00$ 14.32$ 15.96$12940 & 8603 #16390 # 7449 # 8445 # 7832 # 4204 # 541.8 $ 65.47$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 182.2 & " ... Relative Uncertainty +/-10%
Ann. Median 74.00 & # ... Relative Uncertainty +/-15%
Annual Total 66502 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 5193 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen 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 0.509$ 0.735$ 0.262$ 0.962$ 1.137$ 1.990$ 2.927$ 33.41 # 17.04 # 3.613$ 1.107$ 0.578$ 1
2 0.480$ 0.709$ 0.227$ 1.340$ 1.119$ 1.859$ 3.067$ 29.45 # 18.58 # 3.116$ 1.057$ 0.692$ 2
3 0.480$ 0.625$ 0.203$ 1.638$ 1.119$ 1.634$ 2.723$ 22.53 # 21.15 # 3.795$ 1.030$ 0.656$ 3
4 0.480$ 0.532$ 0.172$ 1.452$ 1.119$ 1.443$ 2.645$ 20.02 # 20.61 # 10.69 # 1.029$ 0.610$ 4
5 0.494$ 0.471$ 0.120$ 1.213$ 1.140$ 1.331$ 2.311$ 20.63 # 22.80 # 10.34 # 0.921$ 0.542$ 5
6 0.518$ 0.403$ 0.066$ 1.055$ 1.502$ 1.365$ 1.988$ 17.19 # 19.80 # 7.723# 0.855$ 0.461$ 6
7 0.518$ 0.382$ 0.017$ 0.958$ 1.541$ 1.743$ 1.849$ 19.62 # 15.90 # 6.039# 0.850$ 0.381$ 7
8 0.518$ 0.343$ 0.002$ 0.904$ 1.448$ 2.350$ 1.776$ 22.98 # 13.68 # 4.411$ 0.865$ 0.485$ 8
9 0.499$ 0.314$ 0.000$ 0.882$ 1.350$ 2.015$ 2.023$ 21.08 # 11.74 # 3.499$ 0.844$ 0.407$ 9
10 0.461$ 0.290$ 0.000$ 0.940$ 1.298$ 1.857$ 7.165$ 15.95 # 10.84 # 3.083$ 0.766$ 0.391$ 10
11 0.382$ 0.257$ 0.000$ 1.034$ 1.250$ 1.801$ 14.37 # 15.42 # 18.98 # 3.188$ 0.740$ 0.348$ 11
12 0.321$ 0.221$ 0.000$ 1.127$ 1.095$ 1.798$ 9.901# 14.51 # 39.20 # 5.351# 0.838$ 0.298$ 12
13 0.460$ 0.175$ 0.000$ 1.271$ 0.937$ 1.815$ 5.662# 13.98 # 39.63 # 4.835$ 0.904$ 0.277$ 13
14 0.822$ 0.308$ 0.000$ 1.251$ 0.946$ 1.697$ 4.106$ 12.47 # 33.85 # 4.053$ 0.835$ 0.226$ 14
15 0.919$ 1.463$ 0.000$ 1.211$ 0.955$ 1.524$ 3.427$ 15.69 # 27.81 # 3.584$ 0.725$ 0.176$ 15
16 0.768$ 1.855$ 0.000$ 1.162$ 0.964$ 1.367$ 2.757$ 32.00 # 20.77 # 3.250$ 0.716$ 0.129$ 16
17 0.700$ 1.112$ 0.000$ 1.137$ 0.973$ 1.400$ 2.440$ 28.47 # 16.29 # 2.978$ 0.870$ 0.096$ 17
18 0.689$ 0.862$ 0.000$ 1.160$ 1.079$ 1.494$ 2.206$ 25.64 # 13.96 # 2.765$ 1.095$ 0.057$ 18
19 0.628$ 0.747$ 0.000$ 1.183$ 1.357$ 1.847$ 2.021$ 42.07 # 13.17 # 2.663$ 0.958$ 0.024$ 19
20 0.549$ 0.632$ 0.000$ 1.217$ 1.575$ 5.268$ 2.226$ 47.45 # 12.52 # 2.326$ 0.874$ 0.018$ 20
21 0.488$ 0.540$ 0.000$ 1.306$ 1.366$ 3.381$ 12.10 $ 58.99 # 11.58 # 2.216$ 0.787$ 0.023$ 21
22 0.395$ 0.525$ 0.000$ 1.382$ 1.221$ 2.646$ 14.56 # 72.18 # 12.62 # 8.190$ 0.712$ 0.076$ 22
23 0.327$ 0.507$ 0.017$ 1.486$ 1.310$ 2.112$ 8.352# 84.26 # 12.03 # 10.06 # 0.669$ 0.143$ 23
24 0.381$ 0.508$ 2.149$ 1.460$ 2.605$ 1.836$ 6.785# 77.40 # 10.92 # 5.724$ 0.663$ 0.178$ 24
25 0.721$ 0.498$ 2.778$ 1.314$ 2.619$ 1.618$ 12.53 # 62.16 # 8.715# 3.793$ 0.605$ 0.158$ 25
26 1.540$ 0.445$ 2.070$ 1.296$ 1.998$ 1.876$ 18.23 # 53.02 # 7.761# 2.985$ 0.534$ 0.107$ 26
27 1.500$ 0.367$ 1.330$ 1.296$ 1.513$ 2.641$ 22.37 # 39.32 # 6.603# 2.426$ 0.488$ 0.050$ 27
28 1.049$ 0.309$ 1.019$ 1.296$ 1.301$ 8.812# 33.04 # 28.72 # 5.691# 2.005$ 0.455$ 0.008$ 28
29 0.842$ 0.949$ 1.296$ 1.444$ 5.271$ 32.52 # 20.36 # 4.707# 1.605$ 0.430$ 0.000$ 29
30 0.781$ 0.839$ 1.235$ 1.816$ 2.964$ 39.39 # 15.22 # 4.134$ 1.425$ 0.477$ 0.000$ 30
31 0.753$ 0.833$ 2.033$ 36.99 # 16.42 # 1.249$ 0.000$ 31
Mean 0.644$ 0.576$ 0.421$ 1.215$ 1.391$ 2.359$ 10.14 $ 32.21 # 16.43 $ 4.290$ 0.790$ 0.245$
Median 0.518$ 0.502$ 0.017$ 1.226$ 1.301$ 1.842$ 4.106$ 22.98 # 13.82 $ 3.499$ 0.837$ 0.176$
Maximum 1.540$ 1.855$ 2.778$ 1.638$ 2.619$ 8.812$ 39.39 $ 84.26 # 39.63 $ 10.69 $ 1.107$ 0.692$
Minimum 0.321$ 0.175$ 0.000$ 0.882$ 0.937$ 1.331$ 1.776$ 12.47 # 4.134$ 1.249$ 0.430$ 0.000$
Total 19.97 $ 16.14 $ 13.05 $ 36.46 $ 43.13 $ 70.76 $ 314.5 $ 998.6 # 493.0 $ 133.0 $ 23.70 $ 7.593$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 5.945$ # ... Relative Uncertainty +/-15%
Ann. Median 1.306$ $ ... Relative Uncertainty +/-20%
Annual Total 2170 $
Maximum Minimum
Daily 84.26 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2007
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.785$ 4.051$ 1.578$ 5.435$ 95.38 # 145.6 # 43.84 # 12.96 # 0.320$ 1
2 0.000$ 0.000$ 0.000$ 0.784$ 3.359$ 1.269$ 9.636# 104.2 # 147.0 # 35.45 # 9.729# 0.435$ 2
3 0.000$ 0.000$ 0.000$ 0.819$ 2.750$ 1.180$ 12.78 # 91.82 # 130.2 # 28.05 # 6.913# 0.574$ 3
4 0.000$ 0.000$ 0.000$ 0.799$ 2.039$ 1.150$ 11.21 # 84.39 # 92.23 # 20.98 # 4.993$ 0.675$ 4
5 0.000$ 0.000$ 0.000$ 0.774$ 1.695$ 1.104$ 7.530# 69.76 # 59.93 # 15.59 # 3.616$ 0.786$ 5
6 0.000$ 0.000$ 0.000$ 0.758$ 1.460$ 1.067$ 21.34 # 57.35 # 45.11 # 12.30 # 2.937$ 1.379$ 6
7 0.000$ 0.000$ 0.000$ 0.720$ 1.249$ 0.956$ 48.87 # 64.51 # 39.43 # 10.57 # 2.405$ 1.691$ 7
8 0.002$ 0.000$ 0.000$ 0.756$ 1.106$ 1.188$ 35.89 # 49.77 # 54.81 # 9.402# 2.018$ 1.143$ 8
9 0.035$ 0.000$ 0.000$ 0.758$ 1.013$ 1.565$ 21.02 # 39.80 # 80.67 # 9.249# 1.724$ 0.917$ 9
10 0.103$ 0.000$ 0.000$ 0.863$ 0.926$ 1.325$ 13.50 # 41.15 # 95.11 # 9.011# 1.350$ 0.733$ 10
11 0.157$ 0.000$ 0.000$ 0.940$ 0.935$ 1.285$ 10.18 # 52.93 # 93.15 # 8.186# 1.135$ 0.610$ 11
12 0.297$ 0.000$ 0.000$ 0.982$ 0.969$ 1.172$ 8.272# 48.38 # 96.81 # 7.031# 0.992$ 0.538$ 12
13 0.357$ 0.000$ 0.000$ 0.964$ 1.043$ 1.281$ 6.926# 44.87 # 115.5 # 6.032# 0.995$ 0.615$ 13
14 0.308$ 0.000$ 0.000$ 0.886$ 1.108$ 2.066$ 5.696# 38.55 # 118.6 # 5.230# 0.992$ 0.609$ 14
15 0.276$ 0.000$ 0.000$ 1.014$ 1.085$ 2.367$ 4.572$ 36.04 # 162.8 # 4.471$ 0.974$ 0.460$ 15
16 0.179$ 0.000$ 0.000$ 2.293$ 1.061$ 2.017$ 3.969$ 31.56 # 173.2 # 3.706$ 0.852$ 0.519$ 16
17 0.127$ 0.000$ 0.000$ 2.507$ 1.050$ 1.700$ 3.842$ 25.66 # 164.0 # 4.001$ 0.760$ 17.84 $ 17
18 0.078$ 0.000$ 0.000$ 1.871$ 1.137$ 1.487$ 3.559$ 20.67 # 120.5 # 7.195# 0.738$ 37.21 # 18
19 0.038$ 0.000$ 16.82 $ 1.608$ 1.268$ 1.406$ 3.246$ 23.42 # 91.63 # 5.517# 0.754$ 251.2 # 19
20 0.010$ 0.000$ 6.973$ 1.305$ 1.311$ 1.367$ 3.928$ 65.02 # 66.52 # 4.917# 0.747$ 138.1 # 20
21 0.000$ 0.000$ 2.286$ 1.217$ 1.317$ 1.356$ 4.436# 64.06 # 50.09 # 6.836# 0.766$ 53.75 # 21
22 0.000$ 0.000$ 1.270$ 1.251$ 1.224$ 1.358$ 5.559# 53.48 # 41.91 # 7.836# 0.718$ 22.34 # 22
23 0.000$ 0.000$ 0.864$ 1.260$ 1.096$ 1.663$ 5.284# 45.91 # 36.44 # 5.769# 0.630$ 11.35 # 23
24 0.000$ 0.000$ 0.774$ 1.420$ 1.069$ 2.446$ 13.58 # 51.60 # 35.33 # 4.621$ 0.576$ 6.239# 24
25 0.000$ 0.000$ 0.702$ 1.407$ 1.023$ 2.794$ 21.36 # 47.72 # 45.54 # 3.694$ 0.517$ 3.746$ 25
26 0.000$ 0.000$ 0.714$ 1.252$ 1.129$ 2.336$ 29.33 # 38.79 # 50.47 # 3.463$ 0.459$ 2.760$ 26
27 0.000$ 0.000$ 0.844$ 1.039$ 1.502$ 2.058$ 36.25 # 42.74 # 55.02 # 8.795$ 0.432$ 2.438$ 27
28 0.000$ 0.000$ 1.305$ 0.924$ 4.834$ 4.866$ 49.36 # 48.04 # 63.86 # 14.05 # 0.381$ 1.880$ 28
29 0.000$ 1.101$ 0.988$ 5.265$ 5.587$ 46.63 # 50.10 # 63.32 # 15.00 # 0.460$ 1.326$ 29
30 0.000$ 0.898$ 2.430$ 2.857$ 4.847$ 54.83 # 122.5 # 54.53 # 13.29 # 0.465$ 1.012$ 30
31 0.000$ 0.806$ 1.983$ 74.81 # 163.6 # 14.40 # 0.847$ 31
Mean 0.063$ 0.000$ 1.141$ 1.179$ 1.739$ 1.928$ 18.80 $ 58.51 # 86.31 # 11.24 $ 2.100$ 18.19 $
Median 0.000$ 0.000$ 0.000$ 0.985$ 1.224$ 1.446$ 10.18 $ 49.77 # 73.59 # 8.186$ 0.913$ 1.143$
Maximum 0.357$ 0.000$ 16.82 $ 2.507$ 5.265$ 5.587$ 74.81 $ 163.6 # 173.2 # 43.84 $ 12.96 $ 251.2 $
Minimum 0.000$ 0.000$ 0.000$ 0.720$ 0.926$ 0.956$ 3.246$ 20.67 # 35.33 # 3.463$ 0.381$ 0.320$
Total 1.968$ 0.000$ 35.36 $ 35.37 $ 53.91 $ 57.84 $ 582.8 $1814 #2589 # 348.5 $ 62.99 $ 564.0 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.84 $ # ... Relative Uncertainty +/-15%
Ann. Median 1.379$ $ ... Relative Uncertainty +/-20%
Annual Total 6146 $
Maximum Minimum
Daily 251.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2008
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.650$ 0.000$ 0.000$ 16.52 $ 3.342$ 32.19 # 109.2 # 605.7 " 22.39 # 42.61 # 10.72 # 223.7 # 1
2 0.554$ 0.000$ 0.000$ 5.960$ 2.689$ 32.06 # 98.18 # 630.9 " 35.41 # 40.13 # 8.714# 170.4 # 2
3 0.547$ 0.000$ 0.000$ 1.948$ 2.198$ 32.79 # 83.96 # 631.5 " 38.35 # 36.04 # 7.268# 118.8 # 3
4 0.614$ 0.000$ 0.000$ 1.188$ 1.854$ 22.33 # 62.90 # 459.4 " 36.54 # 32.95 # 6.669# 81.00 # 4
5 0.559$ 0.000$ 0.000$ 0.983$ 1.467$ 14.66 # 50.40 # 362.3 # 32.24 # 37.79 # 6.576# 54.89 # 5
6 0.451$ 0.000$ 0.000$ 0.904$ 1.254$ 11.07 # 39.84 # 285.4 # 26.55 # 43.30 # 8.469# 39.15 # 6
7 0.334$ 0.000$ 0.000$ 0.853$ 1.070$ 8.176# 32.05 # 234.8 # 22.23 # 47.34 # 9.102# 28.50 # 7
8 0.298$ 0.000$ 0.000$ 0.815$ 1.026$ 6.527# 27.91 # 193.7 # 18.24 # 45.97 # 7.807# 20.53 # 8
9 0.423$ 0.000$ 0.000$ 1.061$ 1.037$ 5.701# 28.64 # 154.7 # 15.04 # 40.82 # 6.631# 16.22 # 9
10 0.441$ 0.000$ 0.000$ 1.117$ 1.050$ 5.800# 38.29 # 121.9 # 13.20 # 32.32 # 5.505# 22.88 # 10
11 0.359$ 0.000$ 0.000$ 1.119$ 1.220$ 5.876# 99.86 # 96.28 # 13.85 # 25.29 # 4.969# 31.51 # 11
12 0.371$ 0.000$ 0.000$ 1.057$ 1.271$ 5.915# 184.1 # 75.04 # 13.31 # 19.22 # 4.502$ 41.88 # 12
13 0.385$ 0.000$ 0.000$ 0.934$ 2.038$ 5.401# 211.5 # 62.81 # 13.89 # 14.90 # 6.455# 37.97 # 13
14 0.280$ 0.000$ 0.000$ 0.863$ 5.903$ 4.883# 199.9 # 53.37 # 18.75 # 11.69 # 5.567# 25.22 # 14
15 0.248$ 0.000$ 0.000$ 0.874$ 3.936$ 6.723# 172.8 # 45.35 # 18.74 # 9.219# 4.010$ 16.87 # 15
16 0.187$ 0.000$ 0.000$ 0.904$ 2.850$ 15.88 # 213.6 # 39.37 # 18.12 # 7.901# 2.924$ 11.98 # 16
17 0.128$ 0.000$ 0.000$ 1.876$ 2.166$ 21.95 # 287.7 # 34.45 # 20.70 # 7.121# 2.383$ 8.888# 17
18 0.086$ 0.000$ 0.000$ 3.022$ 1.901$ 27.25 # 290.5 # 30.03 # 28.74 # 6.150# 2.029$ 6.291# 18
19 0.076$ 0.000$ 0.000$ 3.367$ 1.845$ 34.12 # 531.9 " 28.74 # 45.94 # 5.186# 1.635$ 4.382$ 19
20 0.095$ 0.000$ 0.000$ 4.878$ 1.830$ 30.74 # 662.3 " 29.70 # 39.92 # 4.286$ 2.834$ 3.375$ 20
21 0.232$ 0.000$ 0.000$ 6.279# 2.101$ 22.73 # 703.2 " 25.97 # 41.83 # 3.936$ 40.15 # 4.038$ 21
22 0.541$ 0.000$ 0.000$ 3.761$ 2.834$ 16.76 # 500.0 " 23.36 # 65.56 # 3.516$ 84.46 # 3.863$ 22
23 0.535$ 0.000$ 0.000$ 2.431$ 6.404# 12.57 # 347.5 " 21.22 # 58.16 # 3.506$ 104.3 # 2.988$ 23
24 0.371$ 0.000$ 0.000$ 1.863$ 7.206# 9.984# 377.4 " 18.92 # 53.41 # 5.614$ 187.1 # 2.521$ 24
25 0.231$ 0.000$ 0.000$ 21.40 $ 7.616# 8.220# 381.2 " 17.72 # 52.26 # 8.018# 250.5 # 1.853$ 25
26 0.153$ 0.000$ 0.000$ 14.92 # 6.480# 6.930# 354.1 " 16.10 # 66.84 # 8.086# 268.1 # 1.239$ 26
27 0.086$ 0.000$ 0.000$ 9.176# 12.50 # 6.794# 301.0 # 14.48 # 74.24 # 5.967# 302.0 # 0.906$ 27
28 0.022$ 0.000$ 0.000$ 5.888# 20.81 # 23.07 # 257.4 # 13.11 # 67.99 # 4.797# 311.3 # 0.760$ 28
29 0.003$ 0.000$ 0.000$ 4.114$ 24.84 # 59.30 # 245.2 # 12.92 # 57.86 # 7.346# 222.7 # 0.632$ 29
30 0.000$ 0.000$ 3.575$ 16.68 # 105.9 # 289.4 # 15.65 # 51.70 # 14.43 # 251.1 # 0.511$ 30
31 0.000$ 0.000$ 27.05 # 526.8 " 16.97 # 14.07 # 0.445$ 31
Mean 0.299$ 0.000$ 0.000$ 4.121$ 5.693$ 20.08 # 248.7 # 141.0 # 36.07 # 19.02 $ 71.21 $ 31.75 $
Median 0.298$ 0.000$ 0.000$ 1.912$ 2.198$ 13.62 # 213.6 # 39.37 # 33.82 # 11.69 $ 7.538$ 11.98 $
Maximum 0.650$ 0.000$ 0.000$ 21.40 $ 27.05 $ 105.9 # 703.2 # 631.5 # 74.24 # 47.34 $ 311.3 $ 223.7 $
Minimum 0.000$ 0.000$ 0.000$ 0.815$ 1.026$ 4.883# 27.91 # 12.92 # 13.20 # 3.506$ 1.635$ 0.445$
Total 9.262$ 0.000$ 0.000$ 123.6 $ 176.5 $ 602.3 #7709 #4372 #1082 # 589.5 $2136 $ 984.2 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 48.59 $ " ... Relative Uncertainty +/-10%
Ann. Median 6.603$ # ... Relative Uncertainty +/-15%
Annual Total 17784 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 703.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2009
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.352$ 0.167$ 1.067$ 1.268$ 0.672$ 1.022$ 313.7 # 236.3 # 108.8 # 159.6 # 3.442$ 0.762$ 1
2 0.268$ 0.284$ 2.448$ 1.126$ 0.646$ 1.037$ 328.0 # 194.9 # 132.9 # 134.5 # 2.782$ 0.707$ 2
3 0.240$ 0.383$ 1.296$ 0.902$ 0.645$ 1.127$ 310.6 # 165.2 # 148.8 # 116.1 # 2.311$ 0.619$ 3
4 0.184$ 0.381$ 0.809$ 0.784$ 0.638$ 3.379$ 232.1 # 134.0 # 142.6 # 101.0 # 1.907$ 0.577$ 4
5 0.159$ 0.211$ 0.647$ 0.718$ 0.619$ 7.536# 173.6 # 110.4 # 121.8 # 84.59 # 1.708$ 0.543$ 5
6 0.165$ 0.144$ 0.547$ 0.674$ 0.604$ 6.163# 133.4 # 99.86 # 112.2 # 70.00 # 1.692$ 0.537$ 6
7 0.150$ 0.116$ 0.485$ 0.668$ 0.609$ 3.735$ 113.5 # 95.65 # 112.1 # 61.26 # 1.927$ 0.571$ 7
8 0.123$ 0.068$ 0.436$ 0.596$ 0.616$ 2.874$ 106.3 # 86.84 # 151.2 # 56.03 # 2.090$ 0.600$ 8
9 0.084$ 0.019$ 0.402$ 0.551$ 0.623$ 2.267$ 94.12 # 77.30 # 188.9 # 52.10 # 1.687$ 0.616$ 9
10 0.058$ 0.002$ 0.425$ 0.548$ 0.630$ 22.15 $ 95.71 # 72.01 # 184.4 # 49.74 # 1.294$ 0.612$ 10
11 0.064$ 0.000$ 0.483$ 0.627$ 0.637$ 33.06 # 106.9 # 73.01 # 323.8 # 50.98 # 1.206$ 0.531$ 11
12 0.073$ 0.000$ 0.537$ 0.634$ 0.644$ 23.60 # 117.2 # 76.87 # 447.7 " 56.51 # 1.304$ 0.468$ 12
13 0.108$ 0.000$ 0.562$ 0.688$ 0.652$ 17.41 # 115.6 # 85.97 # 517.0 " 60.19 # 1.498$ 0.443$ 13
14 0.128$ 0.000$ 0.541$ 0.671$ 0.660$ 14.20 # 122.3 # 105.9 # 431.3 " 57.70 # 1.399$ 0.536$ 14
15 0.140$ 0.000$ 0.509$ 0.609$ 0.667$ 17.03 # 113.6 # 195.0 # 366.5 " 51.52 # 1.063$ 0.527$ 15
16 0.124$ 0.000$ 0.438$ 0.601$ 0.675$ 16.89 # 99.17 # 287.1 # 378.6 " 43.87 # 0.922$ 0.473$ 16
17 0.099$ 0.000$ 0.395$ 0.586$ 0.683$ 19.79 # 95.08 # 282.3 # 307.7 # 35.72 # 1.132$ 0.478$ 17
18 0.067$ 0.000$ 0.296$ 1.096$ 0.690$ 20.52 # 98.63 # 254.3 # 264.4 # 30.15 # 3.661$ 0.465$ 18
19 0.024$ 0.000$ 0.313$ 4.152$ 0.688$ 28.05 # 365.1 # 230.3 # 304.3 # 24.03 # 6.655# 0.444$ 19
20 0.005$ 0.000$ 0.407$ 2.750$ 0.788$ 43.37 # 676.1 " 204.9 # 249.9 # 18.21 # 8.192# 0.461$ 20
21 0.002$ 0.000$ 0.568$ 1.477$ 4.834$ 83.37 # 948.2 " 185.7 # 263.3 # 13.39 # 5.540# 0.434$ 21
22 0.001$ 0.000$ 0.757$ 1.074$ 7.700# 117.1 #1164 " 165.7 # 404.8 " 10.44 # 4.354$ 0.396$ 22
23 0.000$ 0.000$ 0.803$ 0.924$ 10.33 # 120.7 #1277 " 150.8 # 404.3 " 8.350# 2.805$ 0.384$ 23
24 0.000$ 0.000$ 0.740$ 0.879$ 7.252# 118.3 #1230 " 126.7 # 355.0 # 6.898# 1.787$ 0.363$ 24
25 0.000$ 0.000$ 0.691$ 0.865$ 3.622$ 117.5 #1118 " 111.5 # 285.1 # 5.789# 1.341$ 0.292$ 25
26 0.000$ 0.000$ 0.655$ 0.844$ 2.342$ 100.1 # 957.6 " 99.34 # 236.2 # 5.266# 1.029$ 0.239$ 26
27 0.000$ 0.059$ 0.619$ 0.823$ 1.777$ 84.89 # 755.3 " 88.08 # 199.2 # 5.103# 0.982$ 0.225$ 27
28 0.000$ 0.520$ 0.675$ 0.803$ 1.392$ 80.49 # 594.1 " 81.71 # 174.0 # 5.114# 0.888$ 0.198$ 28
29 0.000$ 0.648$ 0.766$ 1.222$ 162.0 # 462.4 " 89.37 # 159.8 # 5.966# 0.793$ 0.202$ 29
30 0.000$ 0.681$ 0.708$ 1.052$ 367.7 # 369.7 # 112.2 # 162.5 # 5.768# 0.781$ 0.260$ 30
31 0.022$ 0.966$ 1.022$ 292.1 # 111.5 # 4.553$ 0.326$ 31
Mean 0.085$ 0.084$ 0.672$ 0.980$ 1.794$ 54.58 $ 418.7 # 141.6 # 254.6 # 44.85 $ 2.272$ 0.461$
Median 0.067$ 0.000$ 0.568$ 0.775$ 0.675$ 21.33 $ 292.1 # 111.5 # 243.1 # 43.87 $ 1.690$ 0.468$
Maximum 0.352$ 0.520$ 2.448$ 4.152$ 10.33 $ 367.7 $1277 # 287.1 # 517.0 # 159.6 $ 8.192$ 0.762$
Minimum 0.000$ 0.000$ 0.296$ 0.548$ 0.604$ 1.022$ 94.12 # 72.01 # 108.8 # 4.553$ 0.781$ 0.198$
Total 2.64$ 2.35$ 20.85$ 29.41$ 55.63$ 1637 $12979 # 4391 # 7639 # 1390 $ 68.17$ 14.29$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 77.34 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.296$ # ... Relative Uncertainty +/-15%
Annual Total 28230 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1277 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2010
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.267$ 0.000$ 0.000$ 0.000$ 0.654$ 1.394$ 1.659$ 4.480$ 7.324# 1.286$ 0.762$ 0.147$ 1
2 0.222$ 0.000$ 0.000$ 0.000$ 0.684$ 1.271$ 2.220$ 5.295# 6.309# 1.268$ 0.655$ 0.117$ 2
3 0.173$ 0.000$ 0.000$ 0.732$ 0.712$ 1.132$ 2.950$ 6.473# 5.869# 1.183$ 0.519$ 0.189$ 3
4 0.151$ 0.000$ 0.000$ 0.894$ 0.675$ 1.131$ 2.391$ 7.908# 5.369# 1.116$ 0.681$ 0.369$ 4
5 0.124$ 0.000$ 0.000$ 0.741$ 0.659$ 1.256$ 2.158$ 7.317# 4.613$ 1.098$ 3.683$ 0.593$ 5
6 0.090$ 0.000$ 0.000$ 0.735$ 0.630$ 1.278$ 1.906$ 7.256# 3.983$ 1.077$ 2.899$ 0.744$ 6
7 0.061$ 0.000$ 0.000$ 0.708$ 0.641$ 1.367$ 1.684$ 6.237# 4.270$ 0.954$ 1.686$ 0.729$ 7
8 0.029$ 0.000$ 0.000$ 0.634$ 0.665$ 2.159$ 1.648$ 5.389# 7.706# 0.855$ 1.180$ 0.712$ 8
9 0.007$ 0.000$ 0.000$ 0.582$ 0.741$ 2.068$ 4.464$ 4.678# 9.281# 0.775$ 1.022$ 0.607$ 9
10 0.001$ 0.000$ 0.000$ 0.559$ 0.818$ 1.552$ 7.370# 3.903$ 8.633# 0.854$ 2.046$ 0.511$ 10
11 0.000$ 0.000$ 0.000$ 0.570$ 0.841$ 1.258$ 4.277$ 3.409$ 7.243# 1.257$ 6.910# 0.473$ 11
12 0.000$ 0.000$ 0.000$ 0.683$ 0.810$ 1.147$ 9.527# 4.036$ 7.756# 1.801$ 4.366$ 0.404$ 12
13 0.000$ 0.000$ 0.000$ 0.807$ 1.075$ 1.078$ 9.134# 16.39 # 8.581# 1.493$ 2.435$ 0.366$ 13
14 0.000$ 0.000$ 0.000$ 0.869$ 1.768$ 1.205$ 5.215$ 12.13 # 8.033# 1.212$ 1.773$ 0.338$ 14
15 0.000$ 0.000$ 0.000$ 0.772$ 1.305$ 1.664$ 3.530$ 7.954# 8.337# 1.063$ 1.331$ 0.230$ 15
16 0.000$ 0.000$ 0.000$ 0.725$ 1.075$ 2.075$ 2.945$ 8.768# 7.919# 0.967$ 1.023$ 0.170$ 16
17 0.000$ 0.000$ 0.000$ 0.670$ 0.994$ 2.070$ 3.202$ 20.87 # 7.033# 0.853$ 0.828$ 0.155$ 17
18 0.000$ 0.000$ 0.000$ 0.636$ 0.942$ 1.884$ 10.62 $ 27.74 # 6.836# 0.759$ 0.709$ 0.112$ 18
19 0.000$ 0.000$ 0.000$ 0.627$ 0.885$ 1.840$ 11.84 # 22.98 # 5.844# 0.698$ 0.614$ 0.052$ 19
20 0.000$ 0.000$ 0.000$ 0.616$ 0.850$ 1.733$ 10.09 # 16.53 # 4.772# 0.818$ 0.512$ 0.010$ 20
21 0.000$ 0.000$ 0.000$ 0.604$ 0.806$ 1.530$ 7.508# 18.10 # 3.984$ 2.450$ 0.494$ 0.002$ 21
22 0.000$ 0.000$ 0.000$ 0.601$ 0.924$ 1.406$ 6.173# 24.43 # 3.365$ 2.582$ 0.539$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.612$ 2.531$ 3.335$ 5.215# 28.96 # 2.884$ 1.896$ 0.587$ 0.001$ 23
24 0.000$ 0.000$ 0.000$ 0.628$ 2.162$ 5.779# 4.376$ 25.11 # 2.615$ 1.518$ 0.696$ 0.013$ 24
25 0.000$ 0.000$ 0.000$ 0.610$ 1.499$ 3.439$ 3.913$ 20.82 # 2.290$ 1.187$ 0.638$ 0.050$ 25
26 0.000$ 0.000$ 0.000$ 0.668$ 1.159$ 2.256$ 4.096$ 18.24 # 2.070$ 0.999$ 0.552$ 0.082$ 26
27 0.000$ 0.000$ 0.000$ 0.622$ 1.758$ 1.878$ 6.374# 15.66 # 2.016$ 0.910$ 0.410$ 0.042$ 27
28 0.000$ 0.000$ 0.000$ 0.628$ 2.484$ 1.890$ 5.375# 13.29 # 1.911$ 1.062$ 0.284$ 0.010$ 28
29 0.000$ 0.000$ 0.646$ 1.790$ 1.871$ 8.235# 10.42 # 1.674$ 1.254$ 0.196$ 0.001$ 29
30 0.000$ 0.000$ 0.621$ 1.362$ 1.821$ 7.084# 8.643# 1.492$ 1.218$ 0.159$ 0.000$ 30
31 0.000$ 0.000$ 1.254$ 5.076# 8.362# 0.964$ 0.000$ 31
Mean 0.036$ 0.000$ 0.000$ 0.627$ 1.134$ 1.859$ 5.234$ 12.64 $ 5.334$ 1.207$ 1.340$ 0.233$
Median 0.000$ 0.000$ 0.000$ 0.631$ 0.924$ 1.698$ 4.464$ 8.768$ 5.607$ 1.098$ 0.703$ 0.147$
Maximum 0.267$ 0.000$ 0.000$ 0.894$ 2.531$ 5.779$ 11.84 $ 28.96 $ 9.281$ 2.582$ 6.910$ 0.744$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.630$ 1.078$ 1.648$ 3.409$ 1.492$ 0.698$ 0.159$ 0.000$
Total 1.126$ 0.000$ 0.000$ 18.80 $ 35.15 $ 55.77 $ 162.3 $ 391.8 $ 160.0 $ 37.43 $ 40.19 $ 7.228$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 2.492$ # ... Relative Uncertainty +/-15%
Ann. Median 0.828$ $ ... Relative Uncertainty +/-20%
Annual Total 909.7 $
Maximum Minimum
Daily 28.96 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2011
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 1.679$ 0.000$ 0.000$ 0.746$ 1.737$ 72.62 # 158.3 # 110.0 # 87.97 # 116.3 # 1.824$ 1
2 0.000$ 1.157$ 0.000$ 0.000$ 0.691$ 3.850$ 110.0 # 178.5 # 93.79 # 78.51 # 74.85 # 1.391$ 2
3 0.000$ 0.849$ 0.000$ 0.000$ 0.719$ 2.948$ 143.4 # 190.5 # 96.11 # 106.0 # 80.53 # 1.029$ 3
4 0.000$ 0.716$ 0.000$ 0.000$ 0.754$ 1.893$ 154.0 # 279.6 # 95.56 # 97.46 # 890.9 " 0.861$ 4
5 0.000$ 0.594$ 0.000$ 0.000$ 0.735$ 1.344$ 143.3 # 289.0 # 84.23 # 76.70 # 689.0 " 0.821$ 5
6 0.000$ 0.490$ 0.000$ 0.000$ 0.774$ 1.095$ 133.0 # 251.8 # 74.80 # 58.04 # 707.2 " 0.721$ 6
7 0.000$ 0.409$ 0.000$ 0.000$ 0.905$ 0.968$ 126.5 # 227.5 # 67.06 # 48.16 # 392.0 # 0.979$ 7
8 0.000$ 0.407$ 0.000$ 0.000$ 0.843$ 0.899$ 117.4 # 184.2 # 59.05 # 46.81 # 320.0 # 2.796$ 8
9 0.017$ 0.391$ 0.000$ 0.000$ 0.740$ 0.838$ 96.83 # 142.5 # 50.87 # 114.1 # 414.0 " 3.938$ 9
10 0.058$ 0.435$ 0.000$ 0.000$ 0.661$ 0.812$ 78.79 # 105.5 # 44.08 # 158.0 # 350.8 # 3.219$ 10
11 0.057$ 0.425$ 0.000$ 0.000$ 0.589$ 0.791$ 67.19 # 80.90 # 37.37 # 156.9 # 295.2 # 2.041$ 11
12 0.030$ 0.399$ 0.000$ 0.000$ 0.536$ 0.739$ 56.73 # 63.67 # 31.37 # 147.3 # 232.0 # 1.400$ 12
13 0.006$ 0.342$ 0.000$ 0.000$ 0.495$ 0.701$ 45.99 # 56.77 # 26.59 # 135.3 # 152.0 # 1.129$ 13
14 0.000$ 0.299$ 0.000$ 0.000$ 0.473$ 0.724$ 37.99 # 63.46 # 22.53 # 99.29 # 100.2 # 1.263$ 14
15 0.000$ 0.250$ 0.000$ 0.000$ 0.476$ 0.832$ 34.87 # 85.50 # 19.35 # 63.82 # 70.64 # 1.921$ 15
16 0.000$ 0.195$ 0.000$ 0.000$ 0.497$ 1.008$ 38.18 # 139.4 # 17.57 # 45.65 # 50.72 # 2.456$ 16
17 0.000$ 0.166$ 0.000$ 0.000$ 0.566$ 1.328$ 51.15 # 220.2 # 21.51 # 35.88 # 39.84 # 2.012$ 17
18 0.000$ 0.151$ 0.000$ 0.000$ 0.654$ 1.279$ 58.45 # 235.9 # 49.15 # 29.09 # 33.91 # 1.371$ 18
19 0.000$ 0.125$ 0.000$ 0.000$ 0.706$ 1.181$ 67.19 # 219.3 # 156.9 # 26.21 # 28.79 # 1.091$ 19
20 0.000$ 0.096$ 0.000$ 0.000$ 1.653$ 1.199$ 84.72 # 191.4 # 211.2 # 22.06 # 22.62 # 0.876$ 20
21 0.000$ 0.054$ 0.000$ 0.000$ 6.038$ 1.355$ 86.89 # 159.5 # 209.8 # 16.62 # 18.87 # 0.734$ 21
22 0.000$ 0.018$ 0.000$ 0.000$ 3.516$ 1.471$ 69.45 # 241.0 # 257.2 # 14.68 # 15.07 # 0.683$ 22
23 0.000$ 0.002$ 0.000$ 0.000$ 1.979$ 1.301$ 46.37 #1029 " 240.9 # 180.5 # 11.92 # 0.591$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 1.493$ 1.676$ 33.95 #1047 " 201.2 # 697.6 " 8.654# 0.471$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 1.173$ 8.830$ 28.55 # 710.7 " 152.3 # 718.7 " 6.292# 0.335$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.987$ 5.773$ 33.60 # 494.1 " 117.6 # 511.2 " 4.905$ 0.248$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.903$ 2.799$ 35.38 # 370.7 # 117.1 # 452.6 " 3.959$ 0.187$ 27
28 0.000$ 0.000$ 0.000$ 0.765$ 0.842$ 4.299$ 39.11 # 284.5 # 126.3 # 351.2 # 3.211$ 0.130$ 28
29 0.014$ 0.000$ 1.138$ 0.779$ 12.43 # 61.54 # 222.9 # 118.8 # 275.1 # 2.845$ 0.073$ 29
30 1.914$ 0.000$ 0.868$ 0.959$ 50.71 # 116.4 # 179.5 # 103.6 # 210.4 # 2.422$ 0.044$ 30
31 2.457$ 0.000$ 1.865$ 153.5 # 141.2 # 160.5 # 0.076$ 31
Mean 0.147$ 0.345$ 0.000$ 0.092$ 1.121$ 3.894$ 78.17 # 265.9 # 100.5 # 168.5 # 171.3 $ 1.184$
Median 0.000$ 0.275$ 0.000$ 0.000$ 0.754$ 1.314$ 67.19 # 191.4 # 94.67 # 99.29 # 60.68 $ 0.979$
Maximum 2.457$ 1.679$ 0.000$ 1.138$ 6.038$ 50.71 $ 154.0 #1047 # 257.2 # 718.7 # 890.9 $ 3.938$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.473$ 0.701$ 28.55 # 56.77 # 17.57 # 14.68 # 2.422$ 0.044$
Total 4.554$ 9.649$ 0.000$ 2.771$ 34.75 $ 116.8 $2423 #8244 #3014 #5222 #5140 $ 36.71 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 66.43 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.400$ # ... Relative Uncertainty +/-15%
Annual Total 24248 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1047 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2012
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.129$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11.53 # 10.62 # 28.98 # 71.67 # 0.596$ 1.592$ 1
2 0.208$ 0.000$ 0.000$ 0.000$ 0.000$ 3.966$ 8.920# 9.576# 26.08 # 69.88 # 0.669$ 1.148$ 2
3 0.281$ 0.000$ 0.000$ 0.000$ 0.000$ 2.321$ 7.632# 12.01 # 24.37 # 51.22 # 0.799$ 0.821$ 3
4 0.246$ 0.000$ 0.000$ 0.000$ 0.000$ 1.415$ 6.731# 13.71 # 57.27 # 34.38 # 1.152$ 0.612$ 4
5 0.233$ 0.000$ 0.000$ 0.000$ 0.000$ 0.972$ 5.853# 12.74 # 133.9 # 21.79 # 1.599$ 0.491$ 5
6 0.241$ 0.000$ 0.000$ 0.000$ 0.000$ 0.804$ 5.205# 13.52 # 240.4 # 14.18 # 1.969$ 0.431$ 6
7 0.223$ 0.000$ 0.000$ 0.000$ 0.000$ 0.731$ 4.756# 13.05 # 274.4 # 9.930# 1.520$ 0.390$ 7
8 0.213$ 0.000$ 0.000$ 0.000$ 0.000$ 0.715$ 5.060# 12.90 # 277.6 # 7.474# 1.070$ 0.318$ 8
9 0.224$ 0.000$ 0.000$ 0.000$ 0.000$ 0.726$ 5.907# 12.72 # 207.3 # 5.861# 0.844$ 0.265$ 9
10 0.210$ 0.000$ 0.000$ 0.000$ 0.000$ 0.882$ 5.642# 13.52 # 154.8 # 4.484$ 0.805$ 0.257$ 10
11 0.170$ 0.000$ 0.000$ 0.000$ 0.000$ 1.942$ 6.526# 12.62 # 106.1 # 3.494$ 0.798$ 0.296$ 11
12 0.130$ 0.000$ 0.000$ 0.000$ 0.000$ 3.775$ 9.833# 16.20 # 67.75 # 2.741$ 1.063$ 0.349$ 12
13 0.076$ 0.000$ 0.000$ 0.000$ 0.000$ 11.70 # 16.93 # 40.98 # 44.02 # 2.327$ 0.925$ 0.377$ 13
14 0.019$ 0.000$ 0.000$ 0.000$ 0.000$ 9.244# 21.26 # 68.03 # 31.59 # 2.276$ 0.771$ 0.587$ 14
15 0.001$ 0.000$ 0.000$ 0.000$ 0.000$ 3.989$ 21.95 # 74.60 # 22.79 # 2.231$ 0.642$ 0.652$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 54.72 $ 24.96 # 65.25 # 16.75 # 1.988$ 0.535$ 0.550$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 66.46 # 21.20 # 65.49 # 13.18 # 1.749$ 0.471$ 0.440$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 64.26 # 19.86 # 49.36 # 10.83 # 1.541$ 0.408$ 0.351$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 52.35 # 17.37 # 39.09 # 9.005# 1.457$ 0.376$ 0.289$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 42.44 # 14.69 # 33.05 # 7.607# 1.236$ 0.309$ 0.196$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 36.21 # 13.06 # 33.01 # 7.134# 1.000$ 0.254$ 0.142$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.86 # 10.97 # 49.49 # 11.41 # 1.089$ 0.197$ 0.105$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 44.77 # 9.259# 94.13 # 17.77 # 1.331$ 0.170$ 0.060$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 47.11 # 9.446# 88.95 # 15.42 # 1.917$ 0.148$ 0.017$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 43.80 # 9.559# 86.19 # 18.58 # 1.681$ 0.110$ 0.001$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.63 # 8.894# 79.94 # 16.90 # 1.446$ 0.053$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 30.00 # 8.646# 61.13 # 26.29 # 1.208$ 0.016$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 24.17 # 9.054# 48.10 # 72.10 # 1.016$ 0.005$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 18.85 # 11.12 # 39.08 # 90.19 # 0.890$ 0.112$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 14.63 # 12.98 # 31.87 # 79.95 # 0.745$ 0.526$ 0.000$ 30
31 0.000$ 0.000$ 0.000$ 11.79 # 26.73 # 0.668$ 0.000$ 31
Mean 0.084$ 0.000$ 0.000$ 0.000$ 0.000$ 21.95 $ 11.50 # 39.60 # 70.35 # 10.48 $ 0.631$ 0.346$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 13.16 $ 9.559# 33.05 # 27.63 # 1.988$ 0.565$ 0.296$
Maximum 0.281$ 0.000$ 0.000$ 0.000$ 0.000$ 66.46 $ 24.96 # 94.13 # 277.6 # 71.67 $ 1.969$ 1.592$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.756# 9.576# 7.134# 0.668$ 0.005$ 0.000$
Total 2.605$ 0.000$ 0.000$ 0.000$ 0.000$ 658.4 $ 356.6 #1228 #2110 # 324.9 $ 18.92 $ 10.74 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12.87 $ # ... Relative Uncertainty +/-15%
Ann. Median 0.377$ $ ... Relative Uncertainty +/-20%
Annual Total 4710 $
Maximum Minimum
Daily 277.6 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen 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 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.481$ 0.876$ 23.12 # 44.65 # 220.4 # 3.003$ 0.167$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.350$ 0.907$ 16.50 # 36.84 # 181.4 # 2.467$ 0.146$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.921$ 1.014$ 11.87 # 28.58 # 145.6 # 1.934$ 0.132$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.871$ 1.062$ 8.708# 24.53 # 123.9 # 1.544$ 0.118$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.831$ 1.258$ 7.596# 23.07 # 105.6 # 1.249$ 0.064$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.817$ 1.460$ 10.26 # 20.83 # 81.54 # 1.251$ 0.111$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.832$ 1.347$ 31.17 # 27.48 # 64.50 # 1.395$ 0.384$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.887$ 1.130$ 82.63 # 92.84 # 55.58 # 1.448$ 1.276$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.898$ 0.992$ 98.09 # 178.1 # 45.81 # 1.161$ 0.839$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.119$ 1.108$ 94.99 # 150.2 # 39.20 # 0.917$ 0.742$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.968$ 2.452$ 117.9 # 94.04 # 35.52 # 0.748$ 0.606$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.828$ 2.122$ 134.3 # 110.7 # 33.68 # 0.626$ 0.451$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.719$ 1.773$ 116.6 # 148.4 # 29.71 # 0.550$ 0.339$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.657$ 1.462$ 93.87 # 151.1 # 23.85 # 0.472$ 0.220$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.577$ 1.450$ 80.55 # 337.6 # 19.78 # 0.382$ 0.154$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.506$ 1.686$ 113.7 # 764.6 " 16.94 # 0.289$ 0.108$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.552$ 5.151$ 161.9 # 721.2 " 14.48 # 0.222$ 0.053$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.133$ 5.210$ 144.5 # 740.3 " 12.09 # 0.182$ 0.013$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.921$ 2.556$ 131.6 # 502.6 " 11.54 # 0.143$ 0.003$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.560$ 1.556$ 144.4 # 402.6 " 34.18 # 0.109$ 0.004$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.916$ 1.179$ 117.1 # 375.5 # 60.62 # 0.060$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.431$ 11.29 $ 95.50 # 319.4 # 50.05 # 0.095$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.372$ 13.21 # 70.46 # 474.5 " 44.05 # 0.297$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.950$ 13.43 # 51.32 # 685.5 " 33.60 # 0.612$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.314$ 11.69 # 39.99 # 637.5 " 26.53 # 0.640$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.899$ 10.02 # 36.16 # 542.4 " 19.62 # 0.494$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.512$ 15.60 # 42.55 # 391.4 " 14.21 # 0.379$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.137$ 18.40 # 51.74 # 298.3 # 10.08 # 0.270$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 0.945$ 27.69 # 56.53 # 250.3 # 7.215# 0.188$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 0.876$ 25.99 # 48.55 # 236.8 # 5.346# 0.166$ 0.000$ 30
31 0.000$ 0.000$ 1.828$ 25.16 # 42.80 # 3.935$ 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 0.059$ 1.226$ 6.782$ 73.45 # 293.7 # 50.66 $ 0.776$ 0.191$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.956$ 1.773$ 70.46 # 243.5 # 33.68 $ 0.522$ 0.064$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 1.828$ 2.560$ 27.69 $ 161.9 # 764.6 # 220.4 $ 3.003$ 1.276$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.506$ 0.876$ 7.596# 20.83 # 3.935$ 0.060$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 1.828$ 36.78 $ 210.2 $2277 #8812 #1570 $ 23.29 $ 5.931$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 35.44 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.270$ # ... Relative Uncertainty +/-15%
Annual Total 12937 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 764.6 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2014
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.891$ 6.631# 122.6 # 134.0 # 25.31 # 18.02 # 0.156$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.535$ 7.534# 95.45 # 156.3 # 18.58 # 12.08 # 0.159$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.144$ 7.970# 70.52 # 137.6 # 13.91 # 7.944# 0.119$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.352$ 6.751# 49.67 # 103.9 # 10.46 # 5.395# 0.081$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.560$ 5.651# 36.75 # 78.24 # 8.303# 3.796$ 0.038$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.951$ 11.56 # 28.53 # 59.43 # 7.391# 2.717$ 0.007$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.479$ 39.28 # 23.06 # 45.91 # 6.537# 2.078$ 0.000$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.193$ 103.0 # 19.33 # 47.78 # 5.537# 1.424$ 0.000$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.087$ 147.0 # 16.51 # 81.22 # 4.212$ 1.012$ 0.000$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.603$ 240.9 # 15.17 # 149.8 # 3.327$ 0.844$ 0.000$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.466$ 301.1 # 15.44 # 135.1 # 3.023$ 0.734$ 0.000$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.163$ 252.5 # 13.28 # 133.6 # 2.609$ 0.594$ 0.000$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.786$ 194.5 # 11.18 # 132.9 # 2.010$ 0.776$ 0.000$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.366$ 148.4 # 9.576# 101.3 # 1.625$ 0.883$ 0.000$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.088$ 145.8 # 8.151# 77.99 # 1.294$ 0.918$ 0.000$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.928$ 168.3 # 6.953# 59.44 # 1.047$ 0.768$ 0.000$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.810$ 146.2 # 5.953# 43.19 # 0.948$ 0.630$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.707$ 131.2 # 5.317# 31.83 # 0.867$ 0.556$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.788$ 143.4 # 4.895# 24.12 # 0.970$ 0.454$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.121$ 139.9 # 4.641# 18.24 # 5.695$ 0.349$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.690$ 120.0 # 4.704$ 15.27 # 24.22 # 0.305$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6.037# 96.04 # 5.010# 18.05 # 72.17 # 0.290$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.203$ 95.95 # 6.364# 24.19 # 94.49 # 0.235$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.900$ 111.2 # 11.08 # 31.28 # 210.4 # 0.171$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 8.651$ 102.9 # 16.31 # 32.98 # 206.9 # 0.129$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 16.28 # 104.3 # 16.15 # 30.92 # 164.5 # 0.079$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 18.60 # 215.6 # 15.82 # 32.33 # 124.0 # 0.082$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 14.20 # 264.1 # 15.88 # 36.10 # 83.44 # 0.121$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 9.337# 211.5 # 33.47 # 35.77 # 53.46 # 0.148$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 7.211# 193.0 # 61.44 # 33.26 # 34.48 # 0.147$ 0.000$ 30
31 0.000$ 0.000$ 0.000$ 158.1 # 134.8 # 25.85 # 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.371$ 129.7 # 28.51 $ 68.07 # 39.27 $ 2.122$ 0.018$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.513$ 139.9 # 15.82 $ 46.85 # 8.303$ 0.682$ 0.000$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 18.60 $ 301.1 # 134.8 $ 156.3 # 210.4 $ 18.02 $ 0.159$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.707$ 5.651# 4.641$ 15.27 # 0.867$ 0.079$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 131.1 $4020 # 884.0 $2042 #1217 $ 63.67 $ 0.560$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.90 $ # ... Relative Uncertainty +/-15%
Ann. Median 0.121$ $ ... Relative Uncertainty +/-20%
Annual Total 8359 $
Maximum Minimum
Daily 301.1 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2015
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.861$ 1.259$ 12.76 # 287.1 # 93.84 # 3.734$ 0.384$ 0.000$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.728$ 1.350$ 9.844# 279.7 # 90.44 # 2.883$ 0.337$ 0.000$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.625$ 1.464$ 7.982# 292.3 # 96.24 # 2.352$ 0.265$ 0.000$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.774$ 1.607$ 6.873# 239.9 # 95.94 # 1.924$ 0.238$ 0.000$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.776$ 1.905$ 5.757# 185.6 # 101.6 # 1.663$ 0.201$ 0.000$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.780$ 1.943$ 5.281# 143.1 # 94.44 # 1.299$ 0.187$ 0.000$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.661$ 1.780$ 5.303# 107.3 # 82.03 # 1.048$ 0.193$ 0.000$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.520$ 1.529$ 6.060# 83.70 # 66.59 # 0.935$ 0.146$ 0.000$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.455$ 1.501$ 7.159# 83.39 # 55.04 # 0.835$ 0.122$ 0.000$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 8.054$ 1.509$ 8.480# 119.3 # 46.21 # 0.756$ 0.096$ 0.000$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 7.726# 1.372$ 13.55 # 151.7 # 39.50 # 0.687$ 0.053$ 0.000$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 5.714# 1.456$ 14.29 # 161.1 # 37.80 # 0.567$ 0.018$ 0.000$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 4.000$ 1.391$ 17.17 # 151.4 # 54.47 # 0.463$ 0.002$ 0.000$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 3.014$ 1.219$ 15.96 # 122.0 # 100.4 # 0.368$ 0.000$ 0.000$ 14
15 0.000$ 0.000$ 0.000$ 81.45 $ 2.297$ 1.158$ 12.36 # 99.47 # 134.5 # 0.354$ 0.000$ 0.000$ 15
16 0.000$ 0.000$ 0.000$ 107.7 # 1.657$ 1.146$ 9.219# 80.13 # 128.1 # 0.302$ 0.000$ 0.000$ 16
17 0.000$ 0.000$ 0.000$ 85.28 # 1.654$ 1.085$ 7.215# 65.69 # 109.5 # 0.259$ 0.000$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 56.81 # 1.804$ 1.130$ 5.968# 55.85 # 85.35 # 0.287$ 0.000$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 36.14 # 1.861$ 1.266$ 5.295# 58.89 # 65.47 # 0.556$ 0.000$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 21.67 # 1.782$ 1.534$ 5.266# 80.55 # 52.89 # 0.541$ 0.000$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 12.96 # 2.490$ 1.894$ 6.367# 252.9 # 42.99 # 0.323$ 0.000$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 8.631# 3.600$ 9.134$ 10.48 # 410.0 " 34.56 # 0.228$ 0.000$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 5.883# 3.475$ 33.58 # 22.76 # 376.7 " 26.69 # 0.192$ 0.000$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 4.018$ 2.721$ 51.40 # 33.06 # 354.8 # 20.42 # 0.243$ 0.000$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 2.856$ 3.098$ 52.42 # 42.12 # 308.5 # 15.37 # 0.193$ 0.000$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 2.073$ 3.698$ 59.42 # 40.33 # 269.9 # 11.82 # 0.142$ 0.000$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 1.519$ 3.155$ 58.38 # 37.32 # 228.8 # 9.033# 0.111$ 0.000$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 1.138$ 2.638$ 41.47 # 36.57 # 192.8 # 7.257# 0.083$ 0.000$ 0.000$ 28
29 0.000$ 0.000$ 1.014$ 2.201$ 27.61 # 30.77 # 161.3 # 5.904# 0.057$ 0.000$ 0.000$ 29
30 0.000$ 0.000$ 0.973$ 1.829$ 18.07 # 27.17 # 133.6 # 4.726$ 0.059$ 0.000$ 0.000$ 30
31 0.000$ 0.000$ 1.479$ 117.2 # 106.7 # 0.227$ 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 14.34 $ 2.456$ 12.73 $ 18.90 # 182.1 # 60.30 $ 0.764$ 0.075$ 0.000$
Median 0.000$ 0.000$ 0.000$ 0.993$ 1.861$ 1.532$ 10.48 # 151.7 # 54.76 $ 0.368$ 0.000$ 0.000$
Maximum 0.000$ 0.000$ 0.000$ 107.7 $ 8.054$ 59.42 $ 117.2 # 410.0 # 134.5 $ 3.734$ 0.384$ 0.000$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.455$ 1.085$ 5.266# 55.85 # 4.726$ 0.057$ 0.000$ 0.000$
Total 0.000$ 0.000$ 0.000$ 430.1 $ 76.13 $ 382.0 $ 586.0 #5644 #1809 $ 23.67 $ 2.242$ 0.000$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.53 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.463$ # ... Relative Uncertainty +/-15%
Annual Total 8954 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 410.0 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 2.073$ 0.000$ 0.000$ 3.933$ 35.66 # 94.91 # 157.6 #1713 " 261.3 # 9.283# 0.000$ 1
2 0.000$ 1.383$ 0.000$ 0.000$ 3.752$ 31.02 # 76.23 # 169.8 #1306 " 292.9 # 7.416# 0.000$ 2
3 0.000$ 0.940$ 0.000$ 0.000$ 3.533$ 24.71 # 76.25 # 144.5 # 984.1 " 412.7 " 5.985# 0.000$ 3
4 0.000$ 0.712$ 0.000$ 0.000$ 3.546$ 20.63 # 120.1 # 124.8 # 770.3 " 386.9 " 4.620$ 0.000$ 4
5 0.000$ 0.528$ 0.000$ 0.000$ 3.458$ 17.56 # 188.4 # 179.4 # 597.1 " 340.9 # 3.768$ 0.000$ 5
6 0.000$ 0.387$ 0.000$ 0.000$ 3.902$ 14.68 # 152.7 # 252.0 # 461.1 " 287.8 # 3.099$ 0.000$ 6
7 0.000$ 0.277$ 0.000$ 0.000$ 4.543$ 20.66 # 125.3 # 238.6 # 386.4 " 259.8 # 2.475$ 0.000$ 7
8 0.000$ 0.173$ 0.000$ 0.000$ 3.790$ 42.43 # 112.3 # 317.6 # 430.5 " 276.5 # 2.062$ 0.000$ 8
9 0.000$ 0.079$ 0.000$ 0.000$ 3.339$ 129.3 # 117.1 # 536.2 " 526.2 " 297.5 # 1.805$ 0.000$ 9
10 0.000$ 0.027$ 0.000$ 0.000$ 2.860$ 147.2 # 142.9 # 651.5 " 435.8 " 302.7 # 1.685$ 0.000$ 10
11 0.000$ 0.005$ 0.000$ 0.000$ 4.251$ 237.2 # 175.7 # 579.1 " 410.8 " 270.0 # 2.980$ 0.000$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 4.123$ 250.5 # 218.0 # 540.5 " 373.7 " 238.9 # 3.475$ 0.000$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 3.433$ 206.9 # 190.0 # 493.2 " 306.5 # 208.5 # 2.488$ 0.000$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 5.979# 194.8 # 157.9 # 392.3 " 257.3 # 175.6 # 1.733$ 0.000$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 5.285# 214.6 # 137.7 # 341.5 # 224.7 # 148.3 # 1.139$ 0.000$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 4.294$ 220.4 # 172.9 # 290.3 # 210.8 # 134.5 # 1.099$ 0.000$ 16
17 0.000$ 0.000$ 0.000$ 31.73 $ 3.303$ 196.7 # 323.4 # 262.2 # 218.6 # 114.8 # 0.919$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 25.80 # 2.553$ 191.5 # 422.6 " 360.9 # 213.7 # 100.6 # 0.746$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 13.48 # 2.088$ 178.3 # 391.6 " 534.6 " 210.2 # 84.91 # 0.586$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 8.282# 1.717$ 155.4 # 289.0 # 471.6 " 244.1 # 76.03 # 0.496$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 5.751# 4.497$ 149.3 # 236.9 # 453.0 " 223.9 # 66.72 # 0.392$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 3.933$ 12.78 # 147.9 # 306.1 # 495.4 " 193.1 # 55.94 # 0.304$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 2.839$ 40.73 # 160.1 # 368.2 " 648.4 " 205.2 # 47.10 # 0.221$ 0.000$ 23
24 3.596$ 0.000$ 0.000$ 2.132$ 74.46 # 158.9 # 326.6 # 556.1 " 205.3 # 40.44 # 0.154$ 0.000$ 24
25 63.27 # 0.000$ 0.000$ 1.879$ 82.76 # 163.8 # 289.9 # 467.1 " 201.2 # 34.88 # 0.104$ 0.000$ 25
26 60.07 # 0.000$ 0.000$ 1.707$ 106.6 # 160.9 # 245.5 # 377.3 " 189.2 # 28.50 # 0.044$ 0.000$ 26
27 33.08 # 0.000$ 0.000$ 1.366$ 80.91 # 166.9 # 209.5 # 384.6 " 177.6 # 23.38 # 0.009$ 0.000$ 27
28 15.20 # 0.000$ 0.000$ 1.414$ 60.33 # 141.6 # 176.1 #1062 & 206.6 # 19.25 # 0.001$ 0.000$ 28
29 7.955# 0.000$ 0.000$ 3.264$ 50.84 # 121.7 # 148.2 #2688 & 285.9 # 16.43 # 0.000$ 0.000$ 29
30 4.716$ 0.000$ 4.531$ 46.23 # 111.1 # 128.9 #2738 & 296.2 # 14.13 # 0.000$ 0.000$ 30
31 3.177$ 0.000$ 43.11 # 127.5 #2337 & 11.79 # 0.000$ 31
Mean 6.163$ 0.227$ 0.000$ 3.603$ 21.84 $ 133.7 # 201.6 # 620.8 & 415.5 # 162.3 # 1.970$ 0.000$
Median 0.000$ 0.000$ 0.000$ 0.000$ 4.251$ 152.3 # 175.7 # 453.0 & 271.6 # 134.5 # 1.119$ 0.000$
Maximum 63.27 $ 2.073$ 0.000$ 31.73 $ 106.6 $ 250.5 # 422.6 #2738 &1713 # 412.7 # 9.283$ 0.000$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 1.717$ 14.68 # 76.23 # 124.8 & 177.6 # 11.79 # 0.000$ 0.000$
Total 191.1 $ 6.58$ 0.00$ 108.1 $ 677.0 $ 4012 # 6248 #19246 &12466 # 5030 # 59.09$ 0.00$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 131.3 & " ... Relative Uncertainty +/-10%
Ann. Median 4.396& # ... Relative Uncertainty +/-15%
Annual Total 48044 & $ ... Relative Uncertainty +/-20%
& ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 2738 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2017
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 93.19 # 27.36 # 489.7 " 1.654$ 0.000$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 137.1 # 24.65 # 350.3 # 1.058$ 0.000$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 130.6 # 24.53 # 255.8 # 0.763$ 0.000$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 82.27 # 25.50 # 187.0 # 0.589$ 0.000$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 76.53 # 28.95 # 138.7 # 0.447$ 0.000$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 58.41 # 28.88 # 100.4 # 0.327$ 0.000$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 43.38 # 28.40 # 76.20 # 0.235$ 0.000$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.80 # 25.03 # 61.87 # 0.157$ 0.000$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 51.06 # 21.55 # 50.01 # 0.136$ 0.000$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 126.6 # 17.74 # 41.01 # 0.167$ 0.000$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 238.2 # 15.69 # 34.42 # 0.199$ 0.000$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 228.6 # 13.88 # 28.87 # 0.172$ 0.000$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 245.4 # 12.74 # 22.58 # 0.191$ 0.000$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 259.5 # 11.19 # 17.14 # 0.176$ 0.000$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 321.0 # 10.28 # 13.14 # 0.144$ 0.000$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 351.0 # 8.649# 10.21 # 0.121$ 0.000$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 309.1 # 7.140# 7.310# 0.173$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 231.2 # 5.601# 5.565# 0.211$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 183.3 # 4.790$ 3.922$ 0.136$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 180.6 # 4.162$ 2.899$ 0.102$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 220.1 # 4.279$ 2.614$ 0.071$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 189.8 # 4.943$ 2.538$ 0.034$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.843$ 169.1 # 8.247# 2.463$ 0.010$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.605$ 138.9 # 10.60 # 2.438$ 0.002$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 10.02 # 105.6 # 39.47 # 2.408$ 0.000$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11.55 # 79.90 # 325.3 # 3.641$ 0.000$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 12.52 # 62.50 # 831.8 " 4.492$ 0.000$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 22.04 # 50.54 # 905.7 " 4.358$ 0.000$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 46.25 # 42.89 # 710.5 " 3.861$ 0.000$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 59.06 # 36.57 # 622.7 " 2.286$ 0.000$ 0.000$ 30
31 0.000$ 0.000$ 0.000$ 63.83 # 31.64 # 1.927$ 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7.507$ 145.6 # 127.0 $ 62.26 $ 0.242$ 0.000$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 130.6 # 19.64 $ 10.21 $ 0.150$ 0.000$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 63.83 $ 351.0 # 905.7 $ 489.7 $ 1.654$ 0.000$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 31.64 # 4.162$ 1.927$ 0.000$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 232.7 $4513 #3810 $1930 $ 7.274$ 0.000$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.75 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 10493 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 905.7 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2018
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 16.79 # 415.0 " 5.820# 0.222$ 0.000$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 31.09 # 351.6 # 5.141# 0.161$ 0.000$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 86.15 # 271.4 # 4.244$ 0.205$ 0.000$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 173.3 # 226.2 # 4.712$ 0.158$ 0.000$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 228.2 # 184.5 # 6.487# 0.143$ 0.000$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 328.5 # 144.9 # 9.134# 0.146$ 0.000$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 252.8 # 114.0 # 10.77 # 0.097$ 0.000$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 230.5 # 101.0 # 15.11 # 0.058$ 0.000$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 216.0 # 97.85 # 15.27 # 0.033$ 0.000$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 524.9 # 88.82 # 31.43 # 0.009$ 0.000$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 618.0 # 74.49 # 29.32 # 0.001$ 0.000$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.772$ 487.0 # 64.20 # 20.88 # 0.000$ 0.000$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.020$ 312.1 # 57.39 # 14.23 # 0.000$ 0.000$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.440$ 240.6 # 52.53 # 10.56 # 0.000$ 0.000$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.169$ 211.8 # 48.19 # 8.738# 0.000$ 0.000$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.019$ 178.1 # 45.40 # 7.540# 0.000$ 0.000$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.984$ 127.0 # 42.02 # 13.98 # 0.000$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.949$ 105.5 # 38.55 # 15.39 # 0.000$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.108$ 95.66 # 36.89 # 10.15 # 0.000$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.686# 74.01 # 37.65 # 6.844# 0.000$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 8.926# 66.13 # 36.82 # 5.155$ 0.000$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11.02 # 65.58 # 31.36 # 3.504$ 0.000$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 22.08 # 68.95 # 26.33 # 2.556$ 0.000$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 33.28 # 73.42 # 22.33 # 1.966$ 0.000$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 32.40 # 76.84 # 18.47 # 1.508$ 0.000$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.59 # 73.32 # 15.31 # 1.097$ 0.000$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 32.58 # 67.57 # 12.87 # 0.874$ 0.000$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 32.43 # 66.72 # 10.06 # 0.685$ 0.000$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 25.72 # 87.42 # 8.014# 0.528$ 0.000$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 19.29 # 211.0 # 6.739# 0.416$ 0.000$ 0.000$ 30
31 0.000$ 0.000$ 0.000$ 17.25 # 421.7 # 0.292$ 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 9.346$ 187.6 # 89.36 # 8.527$ 0.041$ 0.000$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.169$ 127.0 # 46.79 # 6.487$ 0.000$ 0.000$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.59 $ 618.0 # 415.0 # 31.43 $ 0.222$ 0.000$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 16.79 # 6.739# 0.292$ 0.000$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 289.7 $5817 #2681 # 264.3 $ 1.234$ 0.000$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.80 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 9053 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 618.0 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2019
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.771$ 67.41 # 1.410$ 0.346$ 0.000$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.050$ 84.08 # 1.192$ 0.446$ 0.000$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.661$ 93.49 # 0.940$ 0.598$ 0.000$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.440$ 90.48 # 0.970$ 0.775$ 0.000$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.309$ 86.37 # 1.096$ 1.051$ 0.000$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.490$ 2.202$ 77.81 # 1.017$ 0.899$ 0.000$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6.137# 2.173$ 63.33 # 1.910$ 0.801$ 0.000$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 18.24 # 2.415$ 45.86 # 1.950$ 0.635$ 0.000$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.79 # 2.271$ 33.32 # 1.772$ 0.431$ 0.000$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.91 # 2.187$ 23.94 # 1.812$ 0.266$ 0.000$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 30.85 # 3.135$ 17.13 # 2.663$ 0.171$ 0.000$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 21.82 # 4.780$ 13.17 # 2.336$ 0.101$ 0.000$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 15.41 # 5.783# 10.32 # 1.927$ 0.039$ 0.000$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11.80 # 5.956# 7.761# 1.758$ 0.008$ 0.000$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 8.561# 7.021# 5.824# 1.490$ 0.000$ 0.000$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6.823# 8.162# 4.411$ 1.311$ 0.000$ 0.000$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.552# 16.12 # 3.643$ 1.118$ 0.000$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.435$ 24.14 # 3.137$ 1.019$ 0.000$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.848$ 36.81 # 2.801$ 0.931$ 0.000$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.686$ 34.90 # 2.847$ 0.841$ 0.000$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.410$ 36.05 # 4.090$ 0.741$ 0.000$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.630$ 24.46 # 4.432$ 0.525$ 0.000$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.761$ 20.40 # 3.616$ 0.350$ 0.000$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 14.52 # 23.89 # 3.400$ 0.268$ 0.000$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 17.66 # 32.67 # 3.403$ 0.150$ 0.000$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 13.35 # 32.29 # 2.834$ 0.105$ 0.000$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11.29 # 24.67 # 2.305$ 0.053$ 0.000$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 9.403# 22.23 # 1.942$ 0.017$ 0.000$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7.934# 16.30 # 1.664$ 0.005$ 0.000$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.986# 18.36 # 1.551$ 0.007$ 0.000$ 0.000$ 30
31 0.000$ 0.000$ 0.000$ 4.716# 39.38 # 0.109$ 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 10.10 $ 14.93 $ 25.55 $ 1.026$ 0.219$ 0.000$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 6.137$ 8.162$ 5.128$ 1.017$ 0.000$ 0.000$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 37.91 $ 39.38 $ 93.49 $ 2.663$ 1.051$ 0.000$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.173$ 1.551$ 0.005$ 0.000$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 313.0 $ 463.0 $ 766.4 $ 31.79 $ 6.568$ 0.000$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 4.331$ # ... Relative Uncertainty +/-15%
Ann. Median 0.000$ $ ... Relative Uncertainty +/-20%
Annual Total 1581 $
Maximum Minimum
Daily 93.49 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2020
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 17.16 # 13.98 # 14.27 # 0.134$ 0.399$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 16.53 # 17.80 # 11.95 # 0.260$ 0.250$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 17.80 # 23.86 # 10.27 # 0.273$ 0.131$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 70.58 # 33.68 # 10.14 # 0.205$ 0.078$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 333.1 # 31.25 # 10.23 # 0.168$ 0.035$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 299.2 # 32.86 # 11.51 # 0.143$ 0.010$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 226.4 # 199.3 # 10.98 # 0.113$ 0.002$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 170.5 # 460.9 " 10.56 # 0.071$ 0.000$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 108.8 # 429.8 " 9.863# 0.272$ 0.000$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.557$ 77.89 # 288.1 # 8.978# 1.830$ 0.000$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.281$ 64.83 # 200.3 # 14.48 # 5.518$ 0.000$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.867$ 81.04 # 149.9 # 11.95 # 6.383# 0.000$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.635$ 107.3 # 104.5 # 8.473# 12.00 # 0.000$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.420$ 162.7 # 71.35 # 6.355# 9.902# 0.000$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.225$ 234.3 # 51.06 # 4.765$ 6.130# 0.000$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.141$ 189.7 # 39.27 # 3.700$ 3.894$ 0.000$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.887$ 192.5 # 31.78 # 2.993$ 3.179$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7.028$ 163.9 # 26.06 # 2.375$ 3.056$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 8.178# 151.7 # 22.26 # 1.905$ 2.324$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 15.05 # 150.9 # 23.76 # 1.584$ 1.755$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 14.83 # 116.1 # 31.99 # 1.341$ 1.350$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 12.45 # 93.37 # 47.22 # 1.128$ 0.994$ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 9.773# 74.99 # 58.48 # 0.954$ 0.778$ 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 7.308# 55.27 # 47.79 # 0.814$ 0.620$ 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.760# 44.31 # 39.36 # 0.662$ 0.514$ 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.561$ 38.83 # 32.99 # 0.491$ 0.407$ 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.790$ 32.90 # 39.06 # 0.395$ 0.428$ 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.677$ 27.34 # 29.91 # 0.314$ 0.381$ 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 10.98 # 22.31 # 23.73 # 0.223$ 0.239$ 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 18.15 # 17.46 # 18.50 # 0.139$ 0.380$ 0.000$ 30
31 0.000$ 0.000$ 0.000$ 18.35 # 14.08 # 0.091$ 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.287$ 108.8 # 87.36 # 5.610$ 2.123$ 0.029$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.635$ 81.04 # 36.37 # 3.700$ 0.567$ 0.000$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 18.35 $ 333.1 # 460.9 # 14.48 $ 12.00 $ 0.399$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 14.08 # 13.98 # 0.091$ 0.071$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 163.9 $3374 #2621 # 173.9 $ 63.70 $ 0.906$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.48 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.000$ # ... Relative Uncertainty +/-15%
Annual Total 6397 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 460.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2021
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 1.071$ 199.1 # 175.7 #1171 " 123.5 # 87.31 # 51.80 # 8.140# 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.928$1108 " 157.3 #1709 " 136.5 # 95.07 # 41.85 # 4.718$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.884$ 664.8 " 161.2 #1819 " 177.5 # 104.0 # 31.72 # 2.803$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 1.138$ 553.2 " 151.8 #1635 " 203.0 # 120.2 # 23.12 # 1.867$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 2.651$ 429.2 " 146.8 #1233 " 179.1 # 113.3 # 16.44 # 1.297$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 5.429$ 288.8 # 161.8 # 818.7 " 160.3 # 111.1 # 13.18 # 1.026$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 5.492# 214.6 # 198.5 # 578.8 " 133.3 # 119.0 # 10.88 # 0.812$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 4.905# 154.9 # 275.1 # 449.1 " 109.3 # 110.1 # 8.828# 0.583$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 7.626# 109.3 # 356.8 " 380.6 " 158.2 # 95.60 # 6.834# 0.354$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 7.093# 85.93 # 507.8 " 382.3 " 550.5 # 84.39 # 5.335# 0.214$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 6.019# 76.62 # 795.7 " 557.4 " 701.4 " 77.89 # 4.152$ 0.132$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 6.166# 70.47 #1401 " 749.7 " 780.1 " 88.00 # 3.367$ 0.115$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 8.087# 78.74 #1155 " 690.5 " 659.0 " 94.01 # 2.543$ 0.087$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 7.057# 89.96 # 999.5 " 552.4 " 502.3 " 94.81 # 1.845$ 0.051$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 5.356# 125.1 # 865.6 " 466.1 " 360.8 # 83.14 # 1.311$ 0.016$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 4.248$ 167.9 #1150 " 385.4 " 293.0 # 75.70 # 0.992$ 0.001$ 16
17 0.000$ 0.000$ 0.000$ 55.73 $ 3.919$ 194.0 #1027 " 315.3 # 342.2 # 65.14 # 0.828$ 0.000$ 17
18 0.000$ 0.000$ 0.000$ 61.80 # 3.198$ 184.0 # 807.2 " 266.7 # 361.9 " 57.56 # 0.696$ 0.000$ 18
19 0.000$ 0.000$ 0.000$ 40.52 # 2.548$ 165.4 # 567.1 " 236.6 # 305.9 # 50.04 # 0.554$ 0.000$ 19
20 0.000$ 0.000$ 0.000$ 24.79 # 2.070$ 158.7 # 445.2 " 214.8 # 283.1 # 47.08 # 0.420$ 0.000$ 20
21 0.000$ 0.000$ 0.000$ 14.26 # 1.714$ 211.7 # 393.7 " 205.9 # 234.6 # 49.25 # 0.655$ 0.000$ 21
22 0.000$ 0.000$ 0.000$ 8.488# 1.695$ 315.2 # 416.7 " 208.8 # 193.6 # 61.02 # 16.63 $ 0.000$ 22
23 0.000$ 0.000$ 0.000$ 5.405# 1.979$ 333.2 # 423.8 " 222.7 # 161.0 # 65.01 # 64.35 # 0.000$ 23
24 0.000$ 0.000$ 0.000$ 3.744$ 2.497$ 366.1 # 414.9 " 224.2 # 132.6 # 61.56 # 91.13 # 0.000$ 24
25 0.000$ 0.000$ 0.000$ 2.773$ 2.478$ 387.3 " 468.8 " 196.0 # 111.7 # 53.15 # 98.93 # 0.000$ 25
26 0.000$ 0.000$ 0.000$ 2.144$ 20.53 $ 362.1 " 400.7 " 169.1 # 101.3 # 48.39 # 101.9 # 0.000$ 26
27 0.000$ 0.000$ 0.000$ 1.660$ 43.80 # 323.1 # 357.4 " 155.8 # 95.08 # 52.55 # 64.13 # 0.000$ 27
28 0.000$ 0.000$ 0.000$ 1.238$ 50.78 # 269.4 # 374.7 " 151.9 # 105.2 # 66.09 # 38.92 # 0.000$ 28
29 0.000$ 0.000$ 1.276$ 53.58 # 232.4 # 387.2 " 150.7 # 104.1 # 64.69 # 24.66 # 0.000$ 29
30 0.000$ 0.000$ 1.308$ 52.70 # 198.4 # 404.4 " 128.8 # 93.15 # 61.48 # 14.26 # 0.000$ 30
31 0.000$ 0.000$ 54.96 # 810.1 " 120.7 # 60.52 # 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 7.504$ 12.02 $ 270.6 # 527.7 # 533.8 # 261.8 # 77.97 # 24.74 $ 0.717$
Median 0.000$ 0.000$ 0.000$ 0.000$ 4.905$ 205.4 # 414.9 # 380.6 # 178.3 # 75.70 # 12.03 $ 0.001$
Maximum 0.000$ 0.000$ 0.000$ 61.80 $ 54.96 $1108 #1401 #1819 # 780.1 # 120.2 # 101.9 $ 8.140$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.884$ 70.47 # 146.8 # 120.7 # 93.15 # 47.08 # 0.420$ 0.000$
Total 0.00$ 0.00$ 0.00$ 225.1 $ 372.6 $ 8117 #16358 #16546 # 7853 # 2417 # 742.3 $ 22.22$
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 144.3 $ " ... Relative Uncertainty +/-10%
Ann. Median 8.140$ # ... Relative Uncertainty +/-15%
Annual Total 52655 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 1819 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2022
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.613$ 60.64 # 25.47 # 8.095# 65.65 # 3.554$ 1
2 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.830$ 63.54 # 22.18 # 6.924# 64.35 # 2.499$ 2
3 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.303$ 74.51 # 19.33 # 5.667# 55.07 # 1.717$ 3
4 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.961$ 164.4 # 16.56 # 4.709$ 54.91 # 1.171$ 4
5 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.670$ 251.5 # 14.75 # 4.392$ 49.90 # 0.883$ 5
6 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.471$ 221.6 # 13.38 # 5.301# 39.18 # 0.705$ 6
7 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.249$ 215.4 # 12.27 # 5.518# 28.07 # 0.491$ 7
8 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.126$ 183.6 # 11.90 # 5.245# 18.76 # 0.293$ 8
9 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.123$ 172.2 # 11.07 # 7.561# 12.62 # 0.200$ 9
10 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.280$ 192.6 # 11.98 # 6.257# 9.587# 0.129$ 10
11 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.503$ 242.5 # 49.65 # 5.380# 11.87 # 0.065$ 11
12 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.624$ 223.8 # 46.35 # 4.971# 20.51 # 0.016$ 12
13 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.542$ 217.9 # 36.69 # 4.586$ 28.72 # 0.002$ 13
14 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 3.201$ 198.5 # 32.13 # 6.222# 37.76 # 0.000$ 14
15 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.057$ 200.3 # 30.10 # 6.277# 38.93 # 0.000$ 15
16 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.909# 169.4 # 32.54 # 5.374# 31.32 # 0.000$ 16
17 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.995# 130.0 # 30.29 # 4.327$ 22.25 # 0.000$ 17
18 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.758# 126.5 # 38.95 # 3.470$ 19.19 # 0.000$ 18
19 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 2.488$ 5.846# 132.3 # 43.89 # 3.171$ 22.35 # 0.000$ 19
20 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 11.08 # 5.100# 117.5 # 42.19 # 2.698$ 34.96 # 0.000$ 20
21 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 17.02 # 9.235# 97.37 # 42.35 # 2.129$ 38.14 # 0.000$ 21
22 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 25.46 # 13.20 # 81.54 # 40.06 # 1.686$ 28.84 # 0.000$ 22
23 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 27.89 # 20.79 # 68.91 # 33.54 # 1.396$ 22.89 # 0.000$ 23
24 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 22.14 # 31.35 # 63.25 # 29.64 # 2.253$ 16.70 # 0.000$ 24
25 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 15.47 # 39.52 # 55.54 # 26.44 # 9.695$ 12.09 # 0.000$ 25
26 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 12.57 # 57.36 # 47.66 # 22.41 # 44.96 # 8.563# 0.000$ 26
27 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 10.65 # 57.80 # 41.45 # 20.37 # 51.03 # 6.783# 0.000$ 27
28 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 8.016# 58.10 # 36.65 # 17.12 # 43.72 # 8.489# 0.000$ 28
29 0.000$ 0.000$ 0.000$ 0.000$ 6.379# 54.45 # 33.28 # 13.68 # 37.25 # 8.317# 0.000$ 29
30 0.000$ 0.000$ 0.000$ 0.000$ 4.821$ 54.44 # 30.28 # 10.52 # 36.48 # 5.526$ 0.000$ 30
31 0.000$ 0.000$ 0.000$ 53.25 # 29.07 # 43.77 # 0.000$ 31
Mean 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 5.467$ 16.34 $ 127.2 # 26.59 # 12.27 $ 27.41 $ 0.378$
Median 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 4.909$ 126.5 # 25.96 # 5.380$ 22.62 $ 0.000$
Maximum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 27.89 $ 58.10 $ 251.5 # 49.65 # 51.03 $ 65.65 $ 3.554$
Minimum 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 1.123$ 29.07 # 10.52 # 1.396$ 5.526$ 0.000$
Total 0.000$ 0.000$ 0.000$ 0.000$ 0.000$ 164.0 $ 506.6 $3944 # 797.8 # 380.5 $ 822.3 $ 11.73 $
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.16 $ # ... Relative Uncertainty +/-15%
Ann. Median 0.000$ $ ... Relative Uncertainty +/-20%
Annual Total 6627 $
Maximum Minimum
Daily 251.5 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 02/02/2023
Site 604001 Kent River - Rocky Glen Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 6
7 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 7
8 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 8
9 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 9
10 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 10
11 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 11
12 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 12
13 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 13
14 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 14
15 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 15
16 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 16
17 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 17
18 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 18
19 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 19
20 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 20
21 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 21
22 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 22
23 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 23
24 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 24
25 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 25
26 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 26
27 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 27
28 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 28
29 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 29
30 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 30
31 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] 31
Mean 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 0.000$ [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 28 31 30 31 30 31 31 30 31 30 31
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 0.000$ $ ... Relative Uncertainty +/-20%
Ann. Median 0.000$ [ ... Not Available
Annual Total 0.000$
Missing Days 334
Maximum Minimum
Daily 0.000$ 0.000$