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 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1967
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 [ ] [ ] 0.000" 0.000" [ ]N 7.665" 61.71 " 40.27 " 33.06 " 0.724" 0.000" 0.000" 1
2 [ ] [ ] 0.000" 0.000" [ ]N 25.46 " 203.6 " 44.66 " 157.7 " 0.702" 0.000" 0.000" 2
3 [ ] [ ] 0.000" 0.000" [ ]N 48.42 " 97.94 " 44.10 " 123.6 " 0.700" 0.000" 0.000" 3
4 [ ] [ ] 0.000" 0.000" [ ]N 15.24 " 67.40 " 32.55 " 53.82 " 1.027" 0.000" 0.000" 4
5 [ ] [ ] 0.000" 0.000" [ ]N 19.96 " 68.63 " 25.33 " 33.04 " 1.367" 0.000" 0.000" 5
6 [ ] [ ] 0.000" 0.000" [ ]N 77.03 " 99.19 " 23.11 " 24.66 " 1.440" 0.000" 0.000" 6
7 [ ] [ ] 0.000" 0.000" [ ]N 27.49 " 66.70 " 22.85 " 20.28 " 1.504" 0.000" 0.000" 7
8 [ ] [ ] 0.000" 0.000" [ ]N 95.86 " 42.82 " 52.90 " 17.60 " 5.952" 0.000" 0.000" 8
9 [ ] [ ] 0.000" 0.000" [ ]N 130.7 " 50.16 " 105.9 " 15.21 " 4.469" 0.000" 0.000" 9
10 [ ] [ ] 0.000" 0.000" [ ]N 130.5 " 140.0 " 39.42 " 11.20 " 1.577" 0.000" 0.000" 10
11 [ ] [ ] 0.000" 0.000" [ ]N 231.6 " 75.17 " 26.11 " 9.188" 0.935" 0.000" 0.000" 11
12 [ ] [ ] 0.000" 0.000" [ ]N 340.1 " 50.12 " 23.72 " 8.544" 0.621" 0.000" 0.000" 12
13 [ ] [ ] 0.000" 0.000" [ ]N 122.8 " 82.18 " 23.57 " 7.506" 0.416" 0.000" 0.000" 13
14 [ ] [ ] 0.000" 0.000" [ ]N 79.92 " 182.3 " 18.84 " 6.991" 0.320" 0.000" 0.000" 14
15 [ ] [ ] 0.000" 0.000" [ ]N 80.01 " 701.1 " 19.38 " 6.695" 0.127" 0.000" 0.000" 15
16 [ ] [ ] 0.000" 0.000" [ ]N 82.63 " 221.6 " 69.12 " 6.026" 0.006" 0.000" 0.000" 16
17 [ ] 0.000" 0.000" 0.000" [ ]N 48.57 " 127.3 " 32.95 " 5.022" 0.000" 0.000" 0.000" 17
18 [ ] 0.000" 0.000" 0.000" [ ]N 35.30 " 140.2 " 22.91 " 4.268" 0.000" 0.000" 0.000" 18
19 [ ] 0.000" 0.000" 0.000" [ ]N 27.47 " 220.5 " 23.28 " 3.915" 0.000" 0.000" 0.000" 19
20 [ ] 0.000" 0.000" 0.000" [ ]N 153.5 " 389.7 " 34.16 " 3.639" 0.000" 0.000" 0.000" 20
21 [ ] 0.000" 0.000" 0.000" [ ]N 65.17 " 122.9 " 245.2 " 2.712" 0.000" 0.000" 0.000" 21
22 [ ] 0.000" 0.000" 0.000" [ ]N 53.39 " 151.3 " 100.6 " 1.991" 0.000" 0.000" 0.000" 22
23 [ ] 0.000" 0.000" 1.472" [ ]N 53.44 " 95.65 " 79.19 " 1.689" 0.000" 0.000" 0.000" 23
24 [ ] 0.000" 0.000" 2.121" [ ]N 29.53 " 66.55 " 167.7 " 1.554" 0.000" 0.000" 0.000" 24
25 [ ] 0.000" 0.000" 0.878" [ ]N 145.8 " 56.88 " 173.1 " 1.821" 0.000" 0.000" 0.000" 25
26 [ ] 0.000" 0.000" 0.424" [ ]N 694.4 " 52.91 " 119.8 " 1.656" 0.000" 0.000" 0.000" 26
27 [ ] 0.000" 0.000" 0.177" [ ]N 184.7 " 174.1 " 64.26 " 1.439" 0.000" 0.000" 0.000" 27
28 [ ] 0.000" 0.000" 0.007" [ ]N 98.35 " 100.7 " 66.91 " 1.237" 0.000" 0.000" 0.000" 28
29 [ ] 0.000" 0.000" [ ]N 174.3 " 68.55 " 54.53 " 1.027" 0.000" 0.000" 0.000" 29
30 [ ] 0.000" 0.000" 12.81 " 91.36 " 64.36 " 44.74 " 0.845" 0.000" 0.000" 0.000" 30
31 [ ] 0.000" 13.58 " 45.05 " 38.91 " 0.000" 0.000" 31
Mean [ ] 0.000" 0.000" 0.169" 13.19 " 112.4 " 131.9 " 60.65 " 18.93 " 0.706" 0.000" 0.000"
Median [ ] 0.000" 0.000" 0.000" 13.19 " 79.97 " 95.65 " 40.27 " 6.361" 0.006" 0.000" 0.000"
Maximum [ ] 0.000" 0.000" 2.121" 13.58 " 694.4 " 701.1 " 245.2 " 157.7 " 5.952" 0.000" 0.000"
Minimum [ ] 0.000" 0.000" 0.000" 12.81 " 7.665" 42.82 " 18.84 " 0.845" 0.000" 0.000" 0.000"
Total [ ] 0.000" 0.000" 5.079" 26.38 "3371 "4087 "1880 " 567.9 " 21.89 " 0.000" 0.000"
Missing Days 31 16 0 0 29 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 34.46 " " ... Relative Uncertainty +/-10%
Ann. Median 0.007" N ... Not Rated
Annual Total 9959 " [ ... Not Available
Missing Days 76
Maximum Minimum
Daily 701.1 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1968
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.445" 3.094" 9.837" 91.87 " 132.3 " 44.97 " 4.593" 0.000" 0.000" 1
2 0.000" 0.000" 0.000" 0.353" 2.654" 3.581" 55.41 " 110.4 " 25.37 " 3.282" 0.000" 0.000" 2
3 0.000" 0.000" 0.000" 0.080" 1.910" 2.681" 43.21 " 114.7 " 14.53 " 2.470" 0.000" 0.000" 3
4 0.000" 0.000" 0.000" 0.002" 1.705" 10.07 " 34.15 " 54.37 " 23.39 " 3.169" 0.000" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 1.615" 4.130" 28.50 " 43.18 " 19.68 " 17.50 " 0.000" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 1.521" 2.137" 35.20 " 67.69 " 8.724" 16.50 " 0.000" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 1.456" 1.605" 100.6 " 162.2 " 6.273" 10.09 " 0.000" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 1.504" 25.95 " 45.03 " 99.01 " 5.066" 7.518" 0.000" 0.000" 8
9 0.000" 0.000" 0.000" 0.000" [ ]N 32.00 " 26.17 " 54.40 " 67.56 " 5.930" 0.000" 0.000" 9
10 0.000" 0.000" 0.000" 2.910" [ ]N 10.76 " 22.90 " 52.63 " 539.3 " 4.648" 0.000" 0.000" 10
11 0.000" 0.000" 0.000" 1.961" [ ]N 7.023" 21.54 " 75.32 " 293.2 " 3.138" 0.000" 0.000" 11
12 0.000" 0.000" 0.000" 2.797" [ ]N 58.28 " 16.32 " 43.83 " 96.79 " 1.935" 0.000" 0.000" 12
13 0.000" 0.000" 0.000" 2.109" [ ]N 293.2 " 12.33 " 29.75 " 77.27 " 1.056" 0.000" 0.000" 13
14 0.000" 0.000" 0.000" 3.928" [ ]N 98.38 " 18.07 " 23.74 " 85.98 " 1.491" 0.000" 0.000" 14
15 0.000" 0.000" 0.000" 4.575" [ ]N 66.98 " 147.8 " 19.80 " 52.33 " 12.40 " 0.000" 0.000" 15
16 0.000" 0.000" 0.000" 3.786" [ ]N 42.48 " 63.46 " 22.58 " 34.41 " 6.819" 0.000" 0.000" 16
17 0.000" 0.000" 0.000" 4.644" 4.116" 57.63 " 37.75 " 27.17 " 26.46 " 3.697" 0.000" 0.000" 17
18 0.000" 0.000" 0.000" 31.96 " 2.434" 125.7 " 23.79 " 32.21 " 39.33 " 1.924" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 7.412" 1.953" 41.33 " 19.66 " 27.26 " 52.97 " 1.335" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 3.469" 1.510" 22.38 " 18.86 " 19.71 " 23.76 " 3.442" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 2.473" 1.112" 16.68 " 13.16 " 15.80 " 15.39 " 5.779" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 2.164" 0.940" 13.09 " 11.31 " 14.14 " 52.77 " 2.333" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 1.975" 0.848" 11.84 " 44.83 " 19.86 " 119.4 " 0.918" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 1.797" 0.859" 115.5 " 184.0 " 22.99 " 55.33 " 0.448" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 1.803" 0.779" 239.1 " 64.05 " 21.88 " 28.92 " 0.255" 0.000" 0.000" 25
26 0.000" 0.000" 0.008" 2.209" 0.645" 332.1 " 65.84 " 37.70 " 18.48 " 0.103" 0.000" 0.000" 26
27 0.000" 0.000" 1.451" 3.098" 0.552" 121.1 " 178.7 " 68.59 " 12.56 " 0.110" 0.000" 0.000" 27
28 0.000" 0.000" 1.951" 2.075" 0.527" 89.23 " 69.59 " 35.03 " 11.90 " 0.035" 0.000" 0.000" 28
29 0.000" 0.000" 1.628" 1.862" 0.534" 112.1 " 185.2 " 18.73 " 9.339" 0.010" 0.000" 0.000" 29
30 6.629" 1.373" 1.962" 4.891" 248.6 " 143.5 " 13.10 " 6.623" 0.028" 0.000" 0.000" 30
31 1.386" 0.640" 11.27 " 211.6 " 12.42 " 0.002" 0.000" 31
Mean 0.259" 0.000" 0.227" 3.061" 2.106" 73.85 " 65.62 " 48.14 " 62.27 " 3.966" 0.000" 0.000"
Median 0.000" 0.000" 0.000" 2.025" 1.510" 36.67 " 43.21 " 32.21 " 27.69 " 2.470" 0.000" 0.000"
Maximum 6.629" 0.000" 1.951" 31.96 " 11.27 " 332.1 " 211.6 " 162.2 " 539.3 " 17.50 " 0.000" 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.527" 1.605" 11.31 " 12.42 " 5.066" 0.002" 0.000" 0.000"
Total 8.015" 0.000" 7.052" 91.84 " 48.43 "2216 "2034 "1492 "1868 " 122.9 " 0.000" 0.000"
Missing Days 0 0 0 0 8 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 22.04 " " ... Relative Uncertainty +/-10%
Ann. Median 1.474" N ... Not Rated
Annual Total 7889 "
Missing Days 8
Maximum Minimum
Daily 539.3 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1969
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 0.048" 0.129" 36.49 " 672.7 " 5.016" 1.840" 0.000" 0.000" 1
2 0.000" 0.000" 0.000" 0.000" 0.026" 0.127" 23.42 " 213.3 " 5.798" 1.381" 0.000" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 0.001" 0.202" 42.01 " 114.3 " 5.421" 1.086" 0.000" 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 0.000" 0.226" 26.42 " 70.15 " 4.161" 0.744" 0.000" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 0.000" 0.496" 18.36 " 111.2 " 5.938" 0.656" 0.000" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 0.000" 1.549" 14.99 " 76.05 " 4.858" 0.508" 0.000" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 0.000" 2.902" 13.68 " 46.39 " 3.517" 0.405" 0.000" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 0.000" 3.023" 11.44 " 37.43 " 2.728" 0.417" 0.000" 0.000" 8
9 0.000" 0.000" 0.000" 9.466" 0.023" 1.410" 10.35 " 29.08 " 2.215" 0.326" 0.000" 0.000" 9
10 0.000" 0.000" 0.000" 19.07 " 0.333" 1.028" 70.41 " 76.06 " 2.005" 0.141" 0.000" 0.000" 10
11 0.000" 0.000" 0.000" 1.805" 1.415" 13.83 " 33.47 " 131.2 " 1.912" 0.030" 0.000" 0.000" 11
12 0.000" 0.000" 0.000" 0.342" 0.825" 7.271" 17.67 " 42.72 " 2.412" 0.032" 0.000" 0.000" 12
13 0.000" 0.000" 0.000" 0.077" 0.560" 14.12 " 16.70 " 28.32 " 2.720" 0.026" 0.000" 0.000" 13
14 0.000" 0.000" 0.000" 0.004" 0.433" 41.91 " 19.85 " 22.10 " 2.120" 0.000" 0.000" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 0.436" 34.42 " 15.93 " 18.68 " 1.502" 0.000" 0.000" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 0.375" 87.46 " 19.99 " 16.40 " 1.273" 0.000" 0.000" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 0.626" 17.90 " 58.22 " 16.10 " 1.139" 0.000" 0.000" 0.000" 17
18 0.000" 0.000" 0.000" 0.000" 29.93 " 6.935" 71.80 " 14.27 " 0.920" 0.000" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 21.25 " 6.302" 24.91 " 12.17 " 0.776" 0.000" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 0.000" 7.751" 85.36 " 15.44 " 10.43 " 0.671" 0.000" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 0.000" 2.015" 115.6 " 11.01 " 13.12 " 0.575" 0.000" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 0.000" 1.061" 21.24 " 10.11 " 13.67 " 0.585" 0.000" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 0.000" 0.648" 13.09 " 8.386" 9.564" 0.551" 0.000" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 2.850" 0.485" 9.097" 6.672" 9.934" 0.507" 0.000" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 0.930" 0.508" 6.702" 5.143" 17.16 " 0.555" 0.000" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 0.628" 0.869" 5.209" 12.72 " 18.32 " 0.787" 0.000" 0.000" 0.000" 26
27 0.000" 0.000" 0.000" 0.544" 0.923" 40.07 " 96.97 " 10.24 " 0.998" 0.000" 0.000" 0.000" 27
28 0.000" 0.000" 0.000" 0.368" 0.776" 189.0 " 26.41 " 6.652" 10.91 " 0.000" 0.000" 0.000" 28
29 0.000" 0.000" 0.241" 0.529" 66.92 " 17.43 " 4.957" 5.194" 0.000" 0.000" 0.000" 29
30 0.000" 0.000" 0.119" 0.375" 80.58 " 14.32 " 6.579" 2.606" 0.000" 0.000" 0.000" 30
31 0.000" 0.000" 0.227" 33.25 " 6.679" 0.000" 0.000" 31
Mean 0.000" 0.000" 0.000" 1.215" 2.337" 29.14 " 25.94 " 60.51 " 2.679" 0.245" 0.000" 0.000"
Median 0.000" 0.000" 0.000" 0.000" 0.485" 8.184" 17.67 " 18.32 " 2.062" 0.000" 0.000" 0.000"
Maximum 0.000" 0.000" 0.000" 19.07 " 29.93 " 189.0 " 96.97 " 672.7 " 10.91 " 1.840" 0.000" 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 0.127" 5.143" 4.957" 0.507" 0.000" 0.000" 0.000"
Total 0.000" 0.000" 0.000" 36.44 " 72.44 " 874.1 " 804.0 "1876 " 80.36 " 7.593" 0.000" 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.28 " " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 3751 "
Maximum Minimum
Daily 672.7 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1970
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 0.016" 36.21 " 105.0 " 34.81 " 5.656" 17.16 " 0.000" 0.000" 1
2 0.000" 0.000" 0.000" 0.000" 0.981" 27.12 " 130.5 " 24.16 " 14.18 " 33.77 " 5.366" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 0.705" 7.199" 90.49 " 21.42 " 16.07 " 291.8 " 14.67 " 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 0.092" 3.979" 60.06 " 16.56 " 7.825" 285.5 " 9.039" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 0.000" 3.033" 51.83 " 13.45 " 7.114" 137.4 " 3.396" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 0.000" 6.410" 93.16 " 10.88 " 7.615" 131.1 " 1.990" 0.000" 6
7 0.000" 24.67 " 0.000" 0.000" 0.000" 13.90 " 52.18 " 11.15 " 34.20 " 79.11 " 1.231" 0.000" 7
8 0.000" 7.643" 0.000" 0.000" 0.001" 10.60 " 32.17 " 83.68 " 32.82 " 32.15 " 0.778" 0.000" 8
9 0.000" 1.083" 0.000" 0.000" 1.985" 4.075" 27.10 " 28.72 " 12.90 " 18.04 " 0.477" 0.000" 9
10 0.000" 0.111" 0.000" 0.000" 2.369" 3.496" 22.77 " 16.47 " 8.179" 11.52 " 0.269" 0.000" 10
11 0.000" 0.005" 0.000" 0.000" 6.649" 204.1 " 18.16 " 12.05 " 6.780" 7.698" 0.375" 0.000" 11
12 0.000" 0.004" 0.000" 0.000" 12.78 " 76.19 " 15.88 " 10.02 " 5.802" 5.456" 0.478" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 6.804" 34.41 " 26.82 " 9.488" 5.211" 4.270" 0.299" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 2.771" 114.3 " 17.26 " 7.450" 4.709" 3.459" 0.118" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 1.424" 30.12 " 13.88 " 5.495" 3.938" 3.104" 0.033" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 0.823" 20.97 " 12.72 " 4.746" 3.360" 3.043" 0.006" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 0.570" 93.20 " 11.33 " 4.800" 3.054" 2.528" 0.004" 0.000" 17
18 0.000" 0.000" 0.000" 0.000" 0.275" 226.1 " 9.146" 29.07 " 2.774" 1.786" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 0.271" 151.1 " 7.891" 36.72 " 25.10 " 1.034" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 11.26 " 0.102" 112.8 " 7.503" 22.35 " 84.56 " 0.596" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 6.356" 0.021" 56.95 " 7.501" 24.35 " 34.47 " 0.437" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 2.203" 0.000" 355.5 " 15.07 " 15.86 " 32.10 " 0.289" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 1.289" 0.000" 592.4 " 174.0 " 11.12 " 13.43 " 0.158" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 0.759" 2.321" 290.5 " 248.4 " 21.17 " 15.58 " 0.120" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 0.454" 2.361" 162.6 " 57.49 " 108.8 " 9.421" 0.089" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 0.306" 1.051" 85.58 " 40.15 " 65.27 " 17.07 " 0.200" 0.000" 0.000" 26
27 0.000" 0.000" 0.000" 0.170" 0.740" 301.6 " 53.44 " 29.21 " 9.064" 0.291" 0.000" 0.000" 27
28 0.000" 0.000" 0.000" 0.131" 0.738" 440.1 " 66.78 " 15.62 " 5.608" 0.172" 0.000" 0.000" 28
29 0.000" 0.000" 0.014" 0.423" 549.9 " 52.53 " 13.37 " 4.502" 0.101" 0.000" 0.000" 29
30 0.000" 0.000" 0.014" 2.106" 166.6 " 94.64 " 9.136" 4.893" 0.163" 0.000" 0.000" 30
31 0.000" 0.000" 34.37 " 55.63 " 7.035" 0.015" 0.000" 31
Mean 0.000" 1.197" 0.000" 0.765" 2.669" 139.4 " 53.92 " 23.37 " 14.60 " 34.60 " 1.284" 0.000"
Median 0.000" 0.000" 0.000" 0.000" 0.738" 80.88 " 40.15 " 15.86 " 8.002" 3.043" 0.005" 0.000"
Maximum 0.000" 24.67 " 0.000" 11.26 " 34.37 " 592.4 " 248.4 " 108.8 " 84.56 " 291.8 " 14.67 " 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 3.033" 7.501" 4.746" 2.774" 0.015" 0.000" 0.000"
Total 0.000" 33.52 " 0.000" 22.96 " 82.75 "4181 "1671 " 724.5 " 438.0 "1073 " 38.53 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.64 " " ... Relative Uncertainty +/-10%
Ann. Median 0.299"
Annual Total 8265 "
Maximum Minimum
Daily 592.4 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1971
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 8.879" 0.000" 1.875" 0.098" 7.759" 14.76 " 17.30 " 5.891" 115.0 " 0.684" 3.736" 1
2 0.000" 2.997" 0.000" 1.500" 0.645" 3.890" 6.867" 61.33 " 5.391" 46.10 " 0.551" 3.316" 2
3 0.000" 0.659" 0.000" 1.135" 0.580" 3.376" 39.72 " 29.28 " 4.860" 25.97 " 0.219" 3.024" 3
4 0.000" 0.000" 0.000" 1.035" 0.467" 3.164" 23.54 " 19.38 " 4.934" 34.32 " 0.735" 2.666" 4
5 0.000" 0.000" 0.000" 1.584" 0.244" 4.335" 8.525" 13.92 " 17.42 " 170.0 " 0.652" 2.265" 5
6 0.000" 0.000" 0.000" 7.606" 0.143" 29.68 " 6.912" 10.65 " 12.43 " 62.67 " 0.082" 2.129" 6
7 0.000" 0.000" 0.000" 3.641" 0.248" 13.33 " 7.220" 8.841" 20.35 " 45.08 " 0.000" 2.048" 7
8 0.000" 0.000" 0.000" 1.856" 0.305" 5.547" 5.223" 8.320" 35.07 " 62.15 " 0.000" 1.960" 8
9 0.000" 0.000" 0.000" 1.256" 0.288" 92.55 " 3.896" 8.507" 20.08 " 28.04 " 0.000" 1.838" 9
10 0.000" 0.000" 0.000" 0.838" 0.178" 28.73 " 3.425" 6.972" 7.835" 17.31 " 0.040" 1.613" 10
11 0.000" 0.000" 0.000" 0.610" 0.075" 11.34 " 3.212" 6.343" 5.501" 13.26 " 0.013" 1.527" 11
12 0.000" 0.000" 0.000" 0.414" 0.154" 8.409" 3.660" 11.21 " 4.963" 11.11 " 0.194" 1.373" 12
13 0.000" 0.000" 0.000" 0.222" 0.609" 6.302" 13.45 " 21.04 " 6.774" 11.21 " 1.451" 1.155" 13
14 0.000" 0.000" 0.000" 0.008" 30.18 " 5.056" 97.45 " 31.62 " 9.425" 20.17 " 0.851" 0.913" 14
15 0.000" 0.000" 0.000" 0.005" 11.44 " 4.443" 20.26 " 233.1 " 7.394" 15.62 " 0.767" 0.673" 15
16 0.000" 0.000" 0.000" 0.000" 3.504" 4.891" 11.92 " 141.5 " 8.581" 10.95 " 1.833" 0.631" 16
17 0.000" 0.000" 0.000" 0.000" 3.490" 43.61 " 18.51 " 88.05 " 44.69 " 9.456" 2.497" 0.592" 17
18 0.000" 0.000" 0.000" 0.000" 3.578" 19.53 " 10.78 " 67.45 " 43.23 " 8.435" 1.540" 0.535" 18
19 0.000" 0.000" 0.000" 0.000" 7.637" 8.711" 7.832" 30.96 " 35.44 " 9.610" 0.895" 0.461" 19
20 0.000" 0.000" 0.000" 0.000" 16.89 " 12.20 " 13.56 " 21.33 " 15.46 " 15.72 " 0.262" 0.370" 20
21 0.000" 0.000" 0.000" 0.000" 20.16 " 20.68 " 11.64 " 17.18 " 15.22 " 24.45 " 0.000" 0.302" 21
22 0.000" 0.000" 0.000" 0.000" 43.43 " 8.261" 5.740" 15.04 " 31.21 " 12.62 " 487.1 " 0.271" 22
23 0.000" 0.000" 0.000" 0.000" 34.00 " 5.983" 4.496" 11.05 " 13.66 " 7.386" 783.4 " 0.253" 23
24 0.000" 0.000" 0.000" 0.000" 6.929" 4.804" 9.565" 9.123" 156.4 " 5.733" 137.5 " 0.214" 24
25 0.000" 0.000" 0.000" 0.000" 4.677" 4.194" 20.87 " 7.833" 96.84 " 4.929" 43.23 " 0.188" 25
26 0.000" 0.000" 0.000" 0.000" 5.197" 4.008" 8.746" 26.93 " 27.32 " 5.988" 23.59 " 0.142" 26
27 0.000" 0.000" 0.000" 0.000" 4.325" 4.060" 5.683" 24.05 " 14.66 " 4.959" 14.07 " 0.116" 27
28 0.000" 0.000" 0.000" 0.000" 3.424" 4.048" 42.52 " 11.60 " 11.73 " 3.452" 8.798" 0.089" 28
29 0.000" 0.000" 0.000" 3.074" 4.009" 37.77 " 7.791" 37.33 " 2.348" 5.732" 0.067" 29
30 0.000" 1.891" 0.000" 3.082" 10.54 " 67.75 " 6.504" 493.0 " 1.565" 4.518" 0.051" 30
31 25.78 " 2.900" 18.58 " 31.59 " 6.269" 0.805" 0.036" 31
Mean 0.832" 0.448" 0.155" 0.786" 7.343" 12.91 " 18.29 " 31.63 " 40.44 " 26.01 " 50.71 " 1.115"
Median 0.000" 0.000" 0.000" 0.003" 3.424" 6.143" 10.78 " 15.04 " 14.94 " 12.62 " 0.809" 0.631"
Maximum 25.78 " 8.879" 2.900" 7.606" 43.43 " 92.55 " 97.45 " 233.1 " 493.0 " 170.0 " 783.4 " 3.736"
Minimum 0.000" 0.000" 0.000" 0.000" 0.075" 3.164" 3.212" 6.269" 4.860" 0.805" 0.000" 0.036"
Total 25.78 " 12.54 " 4.790" 23.58 " 227.6 " 387.4 " 567.1 " 980.5 "1213 " 806.4 "1521 " 34.56 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.90 " " ... Relative Uncertainty +/-10%
Ann. Median 3.074"
Annual Total 5805 "
Maximum Minimum
Daily 783.4 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1972
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.009" 0.000" 0.000" 0.000" 0.000" 15.15 " 4.121" 9.655" 19.18 " 0.989" 0.000" 0.000" 1
2 0.002" 0.000" 0.000" 0.000" 0.000" 3.577" 64.59 " 9.645" 15.65 " 2.966" 0.003" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 0.000" 1.957" 72.15 " 86.08 " 12.37 " 2.667" 0.001" 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 0.000" 1.535" 14.19 " 25.65 " 16.72 " 1.727" 0.002" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 0.000" 0.986" 6.537" 14.32 " 18.01 " 1.226" 0.002" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 0.000" 0.796" 4.299" 14.35 " 12.07 " 0.998" 0.000" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 0.000" 0.699" 3.848" 21.17 " 7.189" 1.207" 0.000" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 0.000" 0.594" 20.95 " 9.641" 5.186" 2.947" 0.000" 0.000" 8
9 0.000" 0.000" 0.000" 0.000" 0.000" 0.553" 19.99 " 5.856" 4.344" 2.335" 0.000" 0.000" 9
10 0.000" 0.000" 0.000" 0.000" 0.000" 0.525" 7.921" 4.971" 7.035" 1.545" 0.000" 0.000" 10
11 0.000" 0.000" 0.000" 0.000" 0.000" 0.490" 9.799" 4.099" 15.88 " 1.017" 0.000" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 0.000" 0.428" 12.79 " 3.602" 6.676" 0.593" 0.000" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 0.000" 0.590" 34.93 " 3.128" 3.510" 0.256" 0.000" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 4.014" 11.17 " 16.61 " 2.870" 2.879" 0.040" 0.000" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 2.997" 5.248" 7.894" 2.689" 2.905" 0.013" 0.000" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 1.235" 1.658" 4.244" 93.41 " 3.024" 0.062" 0.000" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 0.769" 0.912" 5.057" 242.5 " 3.930" 0.183" 0.000" 0.000" 17
18 0.000" 0.000" 0.000" 0.000" 0.607" 0.679" 21.29 " 57.35 " 2.752" 0.094" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 0.510" 0.788" 12.48 " 162.9 " 2.132" 0.029" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 0.000" 0.539" 0.807" 5.772" 124.8 " 2.009" 0.037" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 0.000" 0.425" 4.928" 3.923" 103.7 " 2.102" 0.045" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 0.000" 0.397" 12.34 " 3.601" 54.01 " 1.961" 0.030" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 0.000" 0.334" 3.834" 71.72 " 91.82 " 1.653" 0.012" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 0.000" 0.306" 22.42 " 23.35 " 55.07 " 1.392" 0.001" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 0.000" 0.241" 34.23 " 8.117" 216.6 " 1.308" 0.000" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 0.000" 0.213" 9.560" 6.162" 107.2 " 1.098" 0.000" 0.000" 0.000" 26
27 0.000" 0.000" 0.000" 0.000" 0.204" 6.092" 55.61 " 94.57 " 0.835" 0.020" 0.000" 0.000" 27
28 0.000" 0.000" 0.000" 0.000" 0.181" 5.477" 19.69 " 66.56 " 0.627" 0.157" 0.000" 0.000" 28
29 0.000" 0.000" 0.000" 0.000" 0.155" 3.867" 12.95 " 40.98 " 0.514" 0.048" 0.000" 0.000" 29
30 0.000" 0.000" 0.000" 0.170" 3.357" 21.59 " 33.89 " 0.504" 0.024" 0.000" 0.000" 30
31 0.000" 0.000" 4.242" 21.12 " 25.98 " 0.004" 0.000" 31
Mean 0.000" 0.000" 0.000" 0.000" 0.566" 5.175" 19.27 " 57.72 " 5.848" 0.686" 0.000" 0.000"
Median 0.000" 0.000" 0.000" 0.000" 0.181" 1.807" 12.79 " 33.89 " 2.965" 0.094" 0.000" 0.000"
Maximum 0.009" 0.000" 0.000" 0.000" 4.242" 34.23 " 72.15 " 242.5 " 19.18 " 2.966" 0.003" 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 0.428" 3.601" 2.689" 0.504" 0.000" 0.000" 0.000"
Total 0.011" 0.000" 0.000" 0.000" 17.54 " 155.2 " 597.3 "1789 " 175.4 " 21.27 " 0.008" 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.530" " ... Relative Uncertainty +/-10%
Ann. Median 0.000"
Annual Total 2756 "
Maximum Minimum
Daily 242.5 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1973
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 1.317" 6.616" 17.21 " 49.91 " 16.67 " 11.97 " 0.842" 0.000" 1
2 0.000" 0.000" 0.000" 0.000" 1.751" 2.529" 20.72 " 44.47 " 17.67 " 7.046" 2.161" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 3.628" 1.950" 12.38 " 41.06 " 15.96 " 4.609" 1.443" 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 3.575" 1.864" 8.952" 153.5 " 10.70 " 3.647" 0.894" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 2.957" 2.257" 8.274" 365.0 " 7.299" 3.075" 1.360" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 1.951" 16.60 " 8.547" 299.2 " 5.523" 2.212" 1.282" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 1.562" 21.52 " 90.75 " 104.1 " 15.91 " 1.804" 0.599" 0.000" 7
8 8.700" 0.000" 0.000" 0.000" 1.811" 74.46 " 129.7 " 76.08 " 57.89 " 1.209" 0.538" 0.000" 8
9 1.667" 0.000" 0.000" 0.000" 2.139" 25.46 " 57.00 " 58.56 " 20.58 " 0.853" 2.567" 0.000" 9
10 0.326" 0.000" 0.000" 0.000" 2.889" 71.68 " 34.36 " 209.9 " 181.9 " 0.586" 1.700" 0.000" 10
11 0.067" 0.000" 0.000" 0.447" 3.212" 20.28 " 23.52 " 124.8 " 145.0 " 0.439" 0.749" 0.000" 11
12 0.000" 0.000" 0.000" 1.989" 4.093" 95.94 " 19.71 " 72.42 " 42.13 " 0.229" 0.192" 0.000" 12
13 0.000" 0.000" 0.000" 1.403" 12.23 " 32.21 " 31.07 " 85.15 " 21.55 " 0.161" 0.018" 0.000" 13
14 0.000" 0.000" 0.000" 0.743" 4.008" 13.64 " 228.2 " 64.59 " 15.33 " 0.146" 0.000" 0.000" 14
15 0.000" 0.000" 0.000" 0.457" 1.777" 9.790" 106.4 " 100.7 " 25.99 " 0.200" 0.000" 0.000" 15
16 0.000" 0.000" 0.000" 0.585" 1.063" 9.556" 44.87 " 63.06 " 22.64 " 1.214" 0.000" 0.000" 16
17 0.000" 0.000" 0.000" 0.273" 0.560" 10.90 " 43.94 " 38.94 " 39.63 " 12.94 " 0.000" 0.000" 17
18 0.000" 0.000" 0.000" 0.020" 0.436" 29.12 " 455.0 " 29.92 " 49.88 " 6.162" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 0.328" 31.62 " 127.6 " 37.99 " 20.82 " 2.577" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 0.000" 0.525" 30.29 " 77.84 " 76.73 " 12.72 " 1.141" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 0.000" 25.19 " 13.07 " 210.3 $ 43.30 " 8.819" 0.500" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 0.000" 7.109" 116.1 " 102.8 $ 32.38 " 12.65 " 0.348" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 0.000" 2.297" 110.8 " 98.45 $ 25.57 " 27.02 " 1.000" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 0.105" 1.696" 34.68 " 228.0 $ 32.50 " 170.4 " 0.942" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 0.927" 1.545" 21.01 " 187.3 " 56.73 " 119.1 " 0.893" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 2.404" 1.680" 16.37 " 105.5 " 27.83 " 40.54 " 0.450" 0.000" 0.000" 26
27 0.000" 0.000" 0.000" 1.534" 1.479" 13.55 " 198.2 " 21.39 " 20.68 " 0.054" 0.000" 0.000" 27
28 0.000" 0.000" 0.000" 1.246" 1.372" 13.54 " 205.0 " 21.12 " 12.21 " 0.042" 0.000" 0.000" 28
29 0.000" 0.000" 0.980" 3.069" 22.78 " 114.4 " 20.41 " 24.16 " 0.352" 0.000" 0.000" 29
30 0.000" 0.000" 0.931" 8.527" 18.47 " 95.12 " 20.84 " 30.41 " 1.107" 0.000" 0.000" 30
31 0.000" 0.000" 26.71 " 70.68 " 24.45 " 0.852" 0.000" 31
Mean 0.347" 0.000" 0.000" 0.468" 4.274" 29.62 " 102.0 $ 78.15 " 40.39 " 2.218" 0.478" 0.000"
Median 0.000" 0.000" 0.000" 0.010" 1.951" 19.38 " 90.75 $ 49.91 " 21.19 " 0.942" 0.000" 0.000"
Maximum 8.700" 0.000" 0.000" 2.404" 26.71 " 116.1 " 455.0 $ 365.0 " 181.9 " 12.94 " 2.567" 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.328" 1.864" 8.274$ 20.41 " 5.523" 0.042" 0.000" 0.000"
Total 10.76 " 0.000" 0.000" 14.04 " 132.5 " 888.7 "3162 $2423 "1212 " 68.75 " 14.35 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.71 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.893$ $ ... Relative Uncertainty +/-20%
Annual Total 7925 $
Maximum Minimum
Daily 455.0 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1974
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 0.000" 403.3 " 86.66 " 839.8 " 15.53 " 7.062" 1.465" 0.000" 1
2 0.000" 0.000" 0.000" 0.000" 0.000" 231.8 " 725.9 " 281.7 " 18.64 " 5.141" 0.776" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 0.000" 102.7 " 483.1 " 178.2 " 32.38 " 4.618" 0.241" 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 19.00 " 234.1 " 241.3 " 727.0 " 19.85 " 4.235" 0.028" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 17.59 " 84.51 " 124.1 " 790.0 " 15.27 " 4.073" 0.000" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 7.717" 51.02 " 89.85 " 257.0 " 11.90 " 4.697" 0.000" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 4.990" 41.59 " 70.05 " 178.1 " 9.247" 25.62 " 0.000" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 3.935" 32.19 " 57.32 " 168.5 " 7.870" 14.46 " 0.000" 0.000" 8
9 0.000" 0.000" 0.000" 0.000" 4.187" 25.08 " 100.5 " 189.8 " 6.309" 15.92 " 0.000" 0.000" 9
10 0.000" 0.000" 0.000" 0.000" 20.68 " 20.91 " 76.11 " 149.2 " 5.333" 6.894" 0.000" 0.000" 10
11 0.000" 0.000" 0.000" 0.000" 63.42 " 17.97 " 56.84 " 106.7 " 54.26 " 4.784" 0.000" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 41.75 " 14.23 " 46.45 " 216.8 " 57.56 " 3.510" 0.000" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 13.98 " 11.44 " 259.0 " 262.3 " 24.74 " 2.605" 0.000" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 9.591" 9.836" 349.4 " 91.00 " 14.94 " 2.204" 0.000" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 6.822" 8.742" 152.0 " 71.97 " 11.37 " 2.168" 0.000" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 5.403" 7.373" 703.5 " 66.58 " 10.000" 2.344" 0.000" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 4.700" 5.591" 698.3 " 76.18 " 11.86 " 1.634" 0.000" 0.000" 17
18 0.000" 0.000" 0.000" 0.000" 4.608" 4.832" 234.2 " 108.4 " 25.55 " 0.922" 26.20 " 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 5.687" 4.412" 206.8 " 92.85 " 14.24 " 0.471" 29.07 " 0.000" 19
20 0.000" 0.000" 0.000" 0.000" 5.858" 4.227" 128.0 " 60.82 " 9.381" 6.158" 8.622" 0.000" 20
21 0.000" 0.000" 0.000" 0.000" 4.702" 4.237" 114.2 " 45.65 " 7.668" 12.85 " 3.952" 0.000" 21
22 0.000" 0.000" 0.000" 0.000" 3.780" 6.415" 229.4 " 192.6 " 6.818" 7.429" 1.985" 0.000" 22
23 0.000" 0.000" 0.000" 0.000" 3.016" 31.65 " 126.2 " 78.49 " 6.086" 35.63 " 0.830" 0.000" 23
24 0.000" 0.000" 0.000" 0.000" 68.94 " 40.72 " 504.7 " 45.49 " 5.471" 12.27 " 0.062" 0.000" 24
25 0.000" 0.000" 0.000" 0.000" 54.56 " 67.23 " 418.1 " 35.37 " 5.208" 5.972" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 0.000" 72.70 " 226.1 " 173.3 " 28.47 " 6.610" 4.088" 0.000" 0.000" 26
27 0.000" 0.000" 0.000" 0.000" 28.48 " 419.1 " 122.6 " 27.72 " 6.232" 2.821" 0.000" 0.000" 27
28 0.000" 0.000" 0.000" 0.000" 20.33 " 114.7 " 107.0 " 25.38 " 5.886" 1.830" 0.000" 0.000" 28
29 0.000" 0.000" 0.000" 265.3 " 63.34 " 543.2 " 23.14 " 9.665" 1.299" 0.000" 0.000" 29
30 0.000" 0.000" 0.000" 94.28 " 47.03 " 199.1 " 19.89 " 10.69 " 1.143" 0.000" 0.000" 30
31 0.000" 0.000" 115.3 " 221.2 " 17.12 " 2.519" 0.000" 31
Mean 0.000" 0.000" 0.000" 0.000" 31.33 " 77.88 " 246.7 " 175.9 " 14.89 " 6.689" 2.441" 0.000"
Median 0.000" 0.000" 0.000" 0.000" 7.717" 31.92 " 173.3 " 92.85 " 10.34 " 4.235" 0.000" 0.000"
Maximum 0.000" 0.000" 0.000" 0.000" 265.3 " 419.1 " 725.9 " 839.8 " 57.56 " 35.63 " 29.07 " 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 4.227" 46.45 " 17.12 " 5.208" 0.471" 0.000" 0.000"
Total 0.000" 0.000" 0.000" 0.000" 971.2 "2336 "7648 "5452 " 446.6 " 207.4 " 73.22 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 46.95 " " ... Relative Uncertainty +/-10%
Ann. Median 1.465"
Annual Total 17135 "
Maximum Minimum
Daily 839.8 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1975
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 0.400" 15.30 " 36.98 " 80.89 " 12.40 " 3.760" 0.076" 0.033" 1
2 0.000" 0.000" 0.000" 6.188" 0.357" 15.81 " 50.28 " 56.68 " 10.88 " 2.636" 0.082" 0.008" 2
3 0.000" 0.000" 0.000" 4.150" 0.364" 5.996" 22.11 " 53.67 " 8.756" 1.993" 0.064" 0.002" 3
4 0.000" 0.000" 0.000" 5.383" 0.655" 3.759" 16.80 " 39.96 " 6.929" 1.732" 0.055" 0.000" 4
5 0.000" 0.000" 0.000" 1.893" 17.51 " 2.747" 15.30 $ 31.63 " 5.793" 2.801" 0.052" 0.000" 5
6 0.000" 0.000" 0.000" 0.732" 28.63 " 30.83 " 38.13 $ 26.14 " 4.729" 18.08 " 0.050" 0.000" 6
7 0.000" 0.000" 0.000" 0.363" 4.192" 34.76 " 21.72 $ 29.27 " 5.427" 14.54 " 0.048" 0.000" 7
8 0.000" 0.000" 0.000" 0.232" 1.604" 9.759" 17.82 " 33.32 " 6.909" 8.145" 0.040" 0.000" 8
9 0.000" 0.000" 0.000" 0.115" 1.058" 5.919" 15.75 " 24.58 " 6.178" 6.615" 0.041" 0.000" 9
10 0.000" 0.000" 0.000" 0.080" 0.935" 4.099" 39.66 $ 21.23 " 4.836" 11.86 " 0.036" 0.000" 10
11 0.000" 0.000" 0.000" 0.074" 0.862" 3.013" 123.2 $ 17.76 " 4.042" 5.433" 0.038" 0.000" 11
12 0.000" 0.000" 0.000" 0.065" 0.840" 2.554" 47.92 $ 14.84 " 3.113" 3.332" 0.029" 0.000" 12
13 0.000" 0.000" 0.000" 0.057" 0.866" 2.369" 21.07 $ 12.53 " 2.647" 2.563" 0.033" 0.000" 13
14 0.000" 0.000" 0.000" 0.059" 0.950" 2.124" 18.45 " 11.56 " 2.420" 2.004" 0.012" 0.000" 14
15 0.000" 0.000" 0.000" 12.14 " 0.902" 2.353" 17.05 " 10.73 " 7.434" 1.653" 0.018" 0.000" 15
16 0.000" 0.000" 0.000" 14.05 " 0.826" 20.57 " 15.48 " 102.4 " 33.67 " 2.237" 3.726" 0.000" 16
17 0.000" 0.000" 0.000" 3.584" 0.814" 16.42 " 97.33 " 226.9 $ 11.91 " 2.100" 33.55 " 0.000" 17
18 0.000" 0.000" 0.000" 1.385" 1.401" 7.209" 48.79 " 142.4 $ 6.258" 2.169" 5.074" 0.000" 18
19 0.000" 0.000" 0.000" 0.910" 6.298" 4.332" 40.80 " 91.39 $ 15.90 " 1.309" 1.528" 0.000" 19
20 0.000" 0.000" 0.000" 0.674" 23.70 " 16.60 " 37.23 " 71.27 $ 113.3 " 0.969" 0.762" 0.000" 20
21 0.000" 0.000" 0.000" 0.435" 16.02 " 14.62 " 41.73 " 83.16 " 38.99 " 0.824" 0.366" 0.000" 21
22 0.000" 0.000" 0.000" 0.399" 4.667" 6.594" 33.25 " 56.98 " 16.59 " 0.709" 0.226" 0.000" 22
23 0.000" 0.000" 0.000" 0.399" 2.304" 10.30 " 27.41 " 55.78 " 8.932" 0.464" 0.105" 0.000" 23
24 0.000" 0.000" 0.000" 0.414" 2.095" 20.35 " 22.17 " 88.17 " 5.903" 0.362" 0.082" 0.000" 24
25 0.000" 0.000" 0.000" 0.449" 2.079" 50.09 " 17.83 " 63.50 " 4.836" 0.283" 0.066" 0.000" 25
26 0.000" 0.000" 0.000" 0.423" 1.796" 164.5 " 19.14 " 43.85 " 56.63 " 0.203" 0.061" 0.000" 26
27 0.000" 0.000" 0.000" 0.437" 49.68 " 42.26 " 268.4 " 29.97 " 25.99 " 0.190" 0.054" 0.000" 27
28 0.000" 0.000" 0.000" 0.799" 20.60 " 23.76 " 211.5 " 23.13 " 11.37 " 0.101" 0.049" 0.000" 28
29 0.000" 0.000" 0.819" 24.81 " 44.53 " 483.5 " 18.51 " 7.780" 0.080" 0.046" 0.000" 29
30 0.000" 0.000" 0.631" 33.21 " 72.62 " 148.3 " 16.78 " 5.165" 0.072" 0.040" 0.000" 30
31 0.000" 0.000" 10.77 " 88.98 " 15.01 " 0.073" 0.000" 31
Mean 0.000" 0.000" 0.000" 1.911" 8.426" 21.87 " 67.88 $ 51.42 $ 15.19 " 3.203" 1.547" 0.001"
Median 0.000" 0.000" 0.000" 0.443" 1.796" 12.46 " 36.98 $ 33.32 $ 7.181" 1.993" 0.054" 0.000"
Maximum 0.000" 0.000" 0.000" 14.05 " 49.68 " 164.5 " 483.5 $ 226.9 $ 113.3 " 18.08 " 33.55 " 0.033"
Minimum 0.000" 0.000" 0.000" 0.000" 0.357" 2.124" 15.30 $ 10.73 $ 2.420" 0.072" 0.012" 0.000"
Total 0.000" 0.000" 0.000" 57.34 " 261.2 " 656.1 "2104 $1594 $ 455.7 " 99.30 " 46.41 " 0.042"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.45 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.819$ $ ... Relative Uncertainty +/-20%
Annual Total 5274 $
Maximum Minimum
Daily 483.5 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1976
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 1.962" 7.780" 9.967" 4.017" 6.235" 2.266" 0.050" 0.003" 1
2 0.000" 0.000" 0.000" 0.000" 4.202" 3.129" 18.46 " 2.789" 6.654" 1.999" 0.044" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 1.351" 2.189" 6.400" 3.426" 46.28 " 55.22 " 0.023" 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 0.785" 1.962" 15.77 " 62.05 " 25.94 " 21.27 " 0.027" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 0.465" 2.122" 14.54 " 13.15 " 13.60 " 6.231" 0.013" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 0.407" 1.861" 6.793" 6.959" 13.36 " 3.104" 0.045" 0.000" 6
7 41.53 " 0.000" 0.000" 0.000" 0.423" 1.591" 5.539" 100.9 " 8.521" 1.958" 0.033" 0.000" 7
8 11.64 " 0.000" 0.000" 0.000" 0.396" 1.637" 4.015" 36.55 " 5.348" 1.183" 0.004" 0.000" 8
9 1.822" 0.000" 0.000" 0.000" 0.334" 1.490" 2.943" 19.03 " 3.639" 0.865" 0.045" 0.000" 9
10 0.713" 0.000" 0.000" 0.000" 0.298" 1.353" 2.246" 9.595" 3.042" 0.777" 0.106" 0.000" 10
11 0.307" 0.000" 0.000" 0.000" 1.021" 1.183" 1.872" 6.526" 2.599" 0.800" 10.38 " 0.000" 11
12 0.127" 0.000" 0.000" 0.000" 2.295" 1.074" 1.626" 4.609" 2.434" 1.125" 17.55 " 0.000" 12
13 0.069" 0.000" 0.000" 0.000" 1.169" 1.014" 1.711" 40.60 " 2.127" 1.407" 5.435" 0.000" 13
14 0.057" 0.000" 0.000" 19.38 " 1.672" 1.046" 1.359" 298.8 " 2.431" 0.873" 1.254" 0.000" 14
15 0.057" 0.000" 0.000" 76.52 " 28.35 " 1.194" 0.993" 315.9 " 4.227" 0.886" 0.561" 0.000" 15
16 0.049" 0.000" 0.000" 32.18 " 5.205" 1.262" 0.811" 75.58 " 2.609" 0.651" 0.290" 0.000" 16
17 0.043" 0.000" 0.000" 6.246" 1.822" 1.109" 0.655" 45.76 " 2.006" 0.415" 0.194" 0.000" 17
18 0.007" 0.000" 0.000" 2.521" 1.190" 0.978" 0.786" 44.93 " 16.88 " 1.638" 0.096" 0.000" 18
19 0.001" 0.000" 0.000" 1.532" 0.990" 1.386" 0.842" 38.87 " 7.570" 5.393" 0.075" 0.000" 19
20 0.000" 0.000" 0.000" 1.064" 19.14 " 3.173" 0.896" 29.10 " 2.712" 4.250" 0.068" 0.000" 20
21 0.000" 0.000" 0.000" 0.860" 29.93 " 8.628" 9.678" 30.76 " 1.566" 1.189" 0.070" 0.000" 21
22 0.000" 0.000" 0.000" 0.623" 6.008" 53.43 " 7.550" 17.90 " 1.077" 0.617" 0.061" 0.000" 22
23 0.000" 0.000" 0.000" 0.391" 2.822" 11.62 " 3.369" 15.19 " 0.892" 0.347" 0.053" 0.000" 23
24 0.000" 0.000" 0.000" 0.330" 2.192" 7.080" 17.56 " 13.47 " 0.750" 0.294" 0.051" 0.000" 24
25 0.000" 0.000" 0.000" 0.285" 1.790" 5.762" 10.67 " 10.32 " 0.726" 0.225" 0.049" 0.000" 25
26 0.000" 0.000" 0.000" 0.230" 1.909" 3.597" 6.630" 8.221" 1.087" 0.148" 0.048" 0.000" 26
27 0.000" 0.000" 0.000" 0.152" 1.863" 2.532" 8.234" 8.796" 2.672" 0.087" 0.047" 0.000" 27
28 0.000" 0.000" 0.000" 0.141" 1.747" 2.255" 6.161" 20.10 " 10.30 " 0.066" 0.064" 0.000" 28
29 0.000" 0.000" 0.000" 0.120" 4.816" 14.78 " 14.37 " 17.19 " 4.557" 0.062" 0.032" 0.000" 29
30 0.000" 0.000" 0.113" 10.13 " 12.49 " 21.28 " 9.271" 1.971" 0.058" 0.023" 0.000" 30
31 0.000" 0.000" 20.28 " 8.225" 7.079" 0.062" 0.000" 31
Mean 1.820" 0.000" 0.000" 4.756" 5.063" 5.357" 6.837" 42.50 " 6.794" 3.725" 1.226" 0.000"
Median 0.000" 0.000" 0.000" 0.130" 1.822" 2.042" 6.161" 17.19 " 2.877" 0.873" 0.052" 0.000"
Maximum 41.53 " 0.000" 0.000" 76.52 " 29.93 " 53.43 " 21.28 " 315.9 " 46.28 " 55.22 " 17.55 " 0.003"
Minimum 0.000" 0.000" 0.000" 0.000" 0.298" 0.978" 0.655" 2.789" 0.726" 0.058" 0.004" 0.000"
Total 56.42 " 0.000" 0.000" 142.7 " 157.0 " 160.7 " 211.9 "1318 " 203.8 " 115.5 " 36.79 " 0.003"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6.564" " ... Relative Uncertainty +/-10%
Ann. Median 0.637"
Annual Total 2402 "
Maximum Minimum
Daily 315.9 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1977
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 0.000" 0.864" 14.44 " 74.38 " 7.386" 14.20 " 13.08 " 0.144" 1
2 0.000" 0.000" 0.000" 0.000" 0.000" 0.727" 20.03 " 91.53 " 5.813" 10.72 " 4.125" 0.111" 2
3 0.000" 0.000" 0.000" 0.000" 0.000" 0.566" 4.654" 38.30 " 4.334" 58.74 " 1.912" 0.081" 3
4 0.000" 0.000" 0.000" 0.000" 0.000" 0.533" 2.052" 26.56 " 3.494" 17.90 " 1.174" 0.072" 4
5 0.000" 0.000" 0.000" 0.000" 0.000" 6.695" 1.582" 13.71 " 3.125" 5.228" 0.722" 0.056" 5
6 0.000" 0.000" 0.000" 0.000" 0.000" 5.378" 1.506" 15.65 " 2.631" 2.394" 0.433" 0.053" 6
7 0.000" 0.000" 0.000" 0.000" 0.000" 1.715" 1.166" 117.4 " 22.46 " 1.902" 0.309" 0.049" 7
8 0.000" 0.000" 0.000" 0.000" 0.000" 1.013" 1.223" 144.8 " 12.22 " 23.50 " 0.237" 0.044" 8
9 0.000" 0.000" 0.000" 0.000" 0.000" 0.866" 3.884" 62.41 " 5.185" 6.997" 0.142" 0.026" 9
10 0.000" 0.000" 0.000" 0.000" 0.000" 9.836" 2.514" 244.1 " 3.349" 6.425" 0.083" 0.000" 10
11 0.000" 0.000" 0.000" 0.000" 0.000" 18.54 " 1.617" 91.05 " 2.290" 17.47 " 0.071" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 0.000" 11.16 " 1.414" 51.33 " 1.944" 82.38 " 0.069" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 0.000" 5.225" 1.288" 48.43 " 1.611" 19.78 " 0.063" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 0.000" 29.95 " 1.088" 30.72 " 1.288" 6.231" 0.062" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 0.000" 17.19 " 0.989" 23.19 " 2.958" 3.327" 0.061" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 51.36 " 52.81 " 0.940" 17.79 " 20.46 " 2.104" 0.062" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 28.78 " 17.40 " 68.09 " 14.88 " 12.40 " 1.214" 0.057" 0.000" 17
18 0.000" 0.000" 0.000" 0.000" 26.69 " 7.046" 24.96 " 64.98 " 5.087" 0.797" 0.052" 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 8.640" 4.495" 8.717" 74.49 " 2.280" 0.450" 0.053" 0.000" 19
20 0.000" 0.000" 0.000" 0.000" 2.000" 3.318" 123.7 " 41.78 " 1.352" 0.353" 0.050" 0.000" 20
21 0.000" 0.000" 0.000" 0.000" 3.449" 2.789" 35.21 " 29.81 " 1.160" 0.258" 0.052" 0.000" 21
22 0.000" 0.000" 0.000" 0.000" 14.85 " 2.541" 25.07 " 23.95 " 4.143" 0.130" 0.047" 0.000" 22
23 0.000" 0.000" 0.000" 0.000" 4.281" 2.231" 12.99 " 15.29 " 2.736" 0.089" 0.983" 0.000" 23
24 0.000" 0.000" 0.000" 0.000" 5.697" 1.930" 8.644" 20.78 " 4.389" 0.072" 16.67 " 0.000" 24
25 0.000" 0.000" 0.000" 0.000" 9.884" 1.666" 6.942" 49.40 " 3.482" 0.071" 2.439" 0.000" 25
26 0.000" 0.000" 0.000" 0.000" 8.890" 29.18 " 5.030" 23.45 " 1.803" 0.067" 1.027" 0.000" 26
27 0.000" 0.000" 0.000" 0.000" 5.588" 8.544" 3.496" 19.80 " 1.564" 5.360" 0.488" 0.000" 27
28 0.000" 0.000" 0.000" 0.000" 2.518" 2.343" 3.105" 16.59 " 4.817" 21.89 " 0.233" 0.000" 28
29 0.000" 0.000" 0.000" 1.933" 1.635" 6.403" 12.49 " 2.744" 5.725" 0.106" 0.000" 29
30 0.000" 0.000" 0.000" 1.478" 11.68 " 17.18 " 17.80 " 10.02 " 63.12 " 0.094" 0.000" 30
31 0.000" 0.000" 1.037" 7.214" 8.850" 58.34 " 0.000" 31
Mean 0.000" 0.000" 0.000" 0.000" 5.712" 8.662" 13.46 " 49.22 " 5.284" 14.10 " 1.499" 0.021"
Median 0.000" 0.000" 0.000" 0.000" 1.037" 3.906" 4.654" 29.81 " 3.415" 5.360" 0.124" 0.000"
Maximum 0.000" 0.000" 0.000" 0.000" 51.36 " 52.81 " 123.7 " 244.1 " 22.46 " 82.38 " 16.67 " 0.144"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 0.533" 0.940" 8.850" 1.160" 0.067" 0.047" 0.000"
Total 0.000" 0.000" 0.000" 0.000" 177.1 " 259.9 " 417.1 "1526 " 158.5 " 437.2 " 44.96 " 0.636"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 8.277" " ... Relative Uncertainty +/-10%
Ann. Median 0.106"
Annual Total 3021 "
Maximum Minimum
Daily 244.1 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1978
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" 0.000" 0.000" 0.000" 8.888" 29.79 " 45.42 " 3.743" 356.9 " 0.021" 0.000" 1
2 0.000" 0.000" 0.000" 0.000" 0.000" 5.732" 25.30 " 33.92 " 2.826" 95.79 " 0.055" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 0.000" 3.646" 16.66 " 27.83 " 2.658" 34.90 " 16.80 " 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 0.000" 2.192" 13.50 " 33.27 " 2.517" 21.04 " 3.421" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 0.000" 10.87 " 13.07 " 91.72 " 2.577" 14.25 " 0.569" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 0.000" 10.84 " 20.29 " 41.15 " 1.909" 9.699" 0.275" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 0.000" 3.478" 13.63 " 24.78 " 1.420" 6.753" 0.146" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 0.000" 2.029" 11.45 " 20.15 " 1.285" 4.311" 0.075" 0.000" 8
9 0.000" 0.000" 0.000" 0.000" 0.000" 3.688" 12.32 " 16.60 " 57.54 " 2.682" 0.060" 0.000" 9
10 0.000" 0.000" 0.000" 0.000" 0.000" 3.169" 8.498" 14.91 " 61.50 " 1.708" 0.053" 0.000" 10
11 0.000" 0.000" 0.000" 0.000" 0.000" 2.247" 13.63 " 14.34 " 58.96 " 1.214" 0.050" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 0.000" 2.007" 35.57 " 12.90 " 18.27 " 0.865" 0.034" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 0.000" 1.337" 16.06 " 11.90 " 8.936" 0.650" 0.017" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 0.000" 1.833" 51.63 " 10.02 " 5.835" 0.424" 0.017" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 0.000" 8.438" 79.74 " 8.494" 45.01 " 0.376" 0.004" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 1.205" 3.548" 161.8 " 8.238" 27.44 " 0.322" 0.000" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 0.405" 1.879" 121.1 " 6.895" 10.44 " 0.246" 0.000" 0.000" 17
18 0.000" 0.000" 0.000" 0.000" 0.267" 1.396" 94.92 " 5.393" 6.554" 0.173" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 35.71 " 15.67 " 186.8 " 4.606" 52.99 " 0.094" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 0.000" 32.02 " 20.07 " 431.3 " 5.306" 45.21 " 0.082" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 0.000" 19.98 " 61.88 " 552.0 " 5.368" 16.06 " 0.070" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 0.000" 18.97 " 58.55 " 168.7 " 4.849" 9.725" 0.070" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 0.000" 4.323" 84.01 " 121.8 " 4.594" 25.20 " 0.076" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 0.000" 1.916" 95.92 " 112.7 " 14.47 " 54.26 " 0.076" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 0.000" 1.685" 44.28 " 254.5 " 6.875" 18.85 " 0.066" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 0.000" 1.526" 24.54 " 94.13 " 3.884" 10.03 " 0.066" 0.000" 0.000" 26
27 0.000" 0.000" 0.000" 0.000" 3.962" 68.63 " 72.54 " 2.870" 5.859" 0.056" 0.000" 0.000" 27
28 0.000" 0.000" 0.000" 0.000" 13.96 " 24.61 " 53.43 " 2.906" 3.336" 0.052" 0.000" 0.000" 28
29 0.000" 0.000" 0.000" 7.546" 150.0 " 46.20 " 32.16 " 2.105" 0.047" 0.000" 0.000" 29
30 0.000" 0.000" 0.000" 2.012" 60.89 " 68.75 " 11.48 " 44.73 " 0.048" 0.000" 0.000" 30
31 0.000" 0.000" 1.147" 95.32 " 5.942" 0.032" 0.000" 31
Mean 0.000" 0.000" 0.000" 0.000" 4.730" 26.21 " 96.68 " 17.20 " 20.26 " 17.84 " 0.720" 0.000"
Median 0.000" 0.000" 0.000" 0.000" 0.267" 8.663" 53.43 " 11.48 " 9.876" 0.322" 0.002" 0.000"
Maximum 0.000" 0.000" 0.000" 0.000" 35.71 " 150.0 " 552.0 " 91.72 " 61.50 " 356.9 " 16.80 " 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 1.337" 8.498" 2.870" 1.285" 0.032" 0.000" 0.000"
Total 0.000" 0.000" 0.000" 0.000" 146.6 " 786.3 "2997 " 533.2 " 607.8 " 553.1 " 21.60 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.47 " " ... Relative Uncertainty +/-10%
Ann. Median 0.017"
Annual Total 5646 "
Maximum Minimum
Daily 552.0 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 0.211" 1.382" 4.674" 8.404" 1.877" 1.173" 0.005" 0.000" 1
2 0.000" 0.000" 0.000" 0.000" 0.241" 12.06 " 4.563" 7.577" 1.820" 18.72 " 0.006" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 0.177" 10.91 " 3.792" 6.303" 1.746" 4.624" 0.007" 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 0.121" 8.812" 2.978" 5.397" 1.575" 2.078" 0.000" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 0.086" 3.625" 4.630" 6.016" 1.200" 1.942" 0.000" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 0.084" 2.313" 24.55 " 7.435" 1.348" 1.530" 0.000" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 0.070" 1.798" 68.13 " 14.84 " 1.844" 1.419" 0.028" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 0.063" 10.43 " 14.08 " 8.404" 2.039" 1.100" 1.915" 0.000" 8
9 0.000" 0.000" 0.000" 0.000" 0.053" 17.62 " 8.524" 6.067" 21.06 " 1.046" 7.272" 0.000" 9
10 0.000" 0.000" 0.000" 0.000" 0.041" 13.41 " 6.556" 5.495" 16.15 " 0.732" 19.44 " 0.000" 10
11 0.000" 0.000" 0.000" 0.000" 0.035" 12.93 " 15.46 " 4.260" 5.048" 0.757" 2.347" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 0.011" 5.370" 19.30 " 3.215" 2.482" 0.957" 1.315" 0.000" 12
13 4.784" 0.000" 0.000" 0.000" 0.004" 3.327" 36.98 " 2.899" 1.836" 0.770" 21.41 " 0.000" 13
14 2.408" 0.000" 0.000" 0.000" 0.000" 3.338" 49.31 " 3.246" 3.252" 0.381" 8.640" 0.000" 14
15 0.455" 0.000" 0.000" 0.000" 0.000" 2.512" 333.9 " 6.513" 3.180" 0.274" 1.775" 0.000" 15
16 0.144" 0.000" 0.000" 0.000" 0.000" 4.901" 55.03 " 14.12 " 1.823" 0.153" 0.700" 0.000" 16
17 0.071" 0.000" 0.000" 0.000" 0.000" 9.842" 36.60 " 15.67 " 1.317" 0.083" 0.377" 0.000" 17
18 0.066" 0.000" 0.000" 0.000" 0.000" 3.916" 26.86 " 19.81 " 0.942" 0.073" 0.269" 0.000" 18
19 0.097" 0.000" 0.000" 0.000" 0.019" 2.307" 34.04 " 43.47 " 0.713" 0.073" 0.117" 0.000" 19
20 0.087" 0.000" 0.000" 0.735" 5.118" 1.944" 46.42 " 12.21 " 2.755" 0.135" 0.075" 0.000" 20
21 0.050" 0.000" 0.000" 0.361" 50.60 " 3.985" 21.22 " 5.850" 36.24 " 3.101" 0.071" 0.000" 21
22 0.025" 0.000" 0.000" 0.150" 9.127" 14.22 " 20.27 " 4.187" 14.38 " 1.341" 0.059" 0.000" 22
23 0.000" 0.000" 0.000" 0.083" 11.50 " 51.66 " 16.98 " 3.067" 4.951" 0.511" 0.056" 0.000" 23
24 0.000" 0.000" 0.000" 0.069" 15.75 " 15.09 " 12.32 " 19.71 " 2.627" 0.221" 0.046" 0.000" 24
25 0.000" 0.000" 0.000" 0.790" 12.54 " 13.50 " 9.469" 28.56 " 7.571" 0.076" 0.033" 0.000" 25
26 0.000" 0.000" 0.000" 0.542" 4.742" 6.617" 8.772" 9.323" 7.547" 0.057" 0.025" 0.000" 26
27 0.000" 0.000" 0.000" 0.349" 3.247" 6.312" 8.346" 4.870" 9.574" 0.050" 0.013" 0.000" 27
28 0.000" 0.000" 0.000" 0.300" 15.49 " 8.726" 9.262" 3.383" 3.244" 0.050" 0.003" 0.000" 28
29 0.000" 0.000" 0.267" 5.296" 24.18 " 63.00 " 2.603" 1.579" 0.041" 0.000" 0.000" 29
30 0.000" 0.000" 0.256" 2.134" 7.307" 18.37 " 2.083" 1.029" 0.032" 0.000" 0.000" 30
31 0.000" 0.000" 1.379" 10.74 " 1.871" 0.008" 0.000" 31
Mean 0.264" 0.000" 0.000" 0.130" 4.456" 9.479" 32.10 " 9.253" 5.425" 1.403" 2.200" 0.000"
Median 0.000" 0.000" 0.000" 0.000" 0.121" 6.962" 16.98 " 6.067" 2.261" 0.511" 0.057" 0.000"
Maximum 4.784" 0.000" 0.000" 0.790" 50.60 " 51.66 " 333.9 " 43.47 " 36.24 " 18.72 " 21.41 " 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 1.382" 2.978" 1.871" 0.713" 0.008" 0.000" 0.000"
Total 8.187" 0.000" 0.000" 3.902" 138.1 " 284.4 " 995.2 " 286.8 " 162.7 " 43.50 " 66.00 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 5.449" " ... Relative Uncertainty +/-10%
Ann. Median 0.121"
Annual Total 1989 "
Maximum Minimum
Daily 333.9 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.038" 0.000" 0.260" 10.15 " 47.99 " 86.34 " 18.60 " 2.755" 0.273" 0.000" 1
2 0.000" 0.000" 0.007" 0.000" 0.159" 38.82 " 32.28 " 31.92 " 14.17 " 2.295" 0.177" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 0.102" 14.09 " 22.64 " 21.33 " 28.56 " 1.398" 0.203" 0.000" 3
4 0.000" 0.000" 0.000" 0.953" 0.158" 18.86 " 19.07 " 17.53 " 20.48 " 4.399" 0.146" 0.000" 4
5 0.000" 0.000" 0.000" 0.448" 13.41 " 28.39 " 15.82 " 41.25 " 10.64 " 4.476" 0.112" 0.000" 5
6 0.000" 0.000" 0.000" 0.160" 24.96 " 8.943" 13.63 " 29.78 " 12.51 " 1.692" 0.100" 0.000" 6
7 0.000" 0.000" 0.000" 0.085" 4.603" 7.668" 11.22 " 16.39 " 12.90 " 0.997" 0.108" 0.000" 7
8 0.000" 0.000" 0.000" 0.075" 2.546" 6.028" 9.570" 14.59 " 14.14 " 0.613" 0.090" 0.000" 8
9 0.000" 0.000" 0.000" 0.068" 6.261" 4.612" 10.27 " 187.6 " 7.037" 0.381" 0.072" 0.000" 9
10 0.000" 0.000" 0.000" 0.075" 3.750" 2.877" 105.8 " 99.60 " 4.828" 0.314" 0.065" 0.000" 10
11 0.000" 60.34 " 0.000" 0.070" 1.604" 2.529" 99.78 " 37.14 " 3.444" 0.250" 0.061" 0.000" 11
12 0.000" 9.741" 0.000" 0.068" 1.381" 2.373" 102.7 " 24.77 " 2.539" 0.141" 0.059" 0.000" 12
13 0.000" 0.975" 0.000" 0.062" 1.190" 2.410" 47.15 " 19.97 " 2.320" 0.086" 0.058" 0.000" 13
14 0.000" 0.314" 0.000" 0.058" 1.017" 18.94 " 30.87 " 16.15 " 6.652" 0.068" 0.055" 0.000" 14
15 0.000" 0.107" 0.000" 0.051" 0.935" 14.57 " 60.68 " 12.50 " 4.834" 24.67 " 0.055" 0.000" 15
16 0.000" 0.069" 0.000" 0.056" 0.863" 15.52 " 138.5 " 10.66 " 14.38 " 133.3 " 0.065" 0.000" 16
17 0.000" 0.067" 0.000" 1.348" 0.771" 6.293" 42.62 " 84.57 " 8.573" 15.56 " 0.088" 0.000" 17
18 0.000" 0.068" 0.000" 4.223" 0.536" 4.383" 28.54 " 133.9 " 3.637" 5.653" 0.092" 0.000" 18
19 0.000" 0.062" 0.000" 5.491" 0.407" 3.067" 21.09 " 42.53 " 2.544" 2.703" 0.076" 0.000" 19
20 0.000" 0.050" 0.000" 46.08 " 0.374" 2.680" 16.94 " 29.19 " 1.927" 6.081" 0.064" 0.000" 20
21 0.000" 0.029" 0.000" 87.87 " 0.370" 60.46 " 14.48 " 56.80 " 1.510" 76.00 " 0.049" 0.000" 21
22 0.000" 0.015" 0.000" 13.39 " 58.40 " 86.07 " 13.35 " 31.96 " 6.555" 65.05 " 0.025" 0.000" 22
23 0.000" 0.001" 0.000" 4.787" 11.48 " 18.44 " 13.37 " 17.84 " 8.831" 12.38 " 0.004" 0.000" 23
24 0.000" 0.009" 0.000" 2.311" 3.813" 49.53 " 17.41 " 12.68 " 11.73 " 4.365" 0.005" 0.000" 24
25 0.000" 0.047" 0.000" 1.221" 2.439" 81.46 " 48.06 " 9.945" 5.494" 6.094" 0.020" 0.000" 25
26 0.000" 0.057" 0.000" 0.902" 1.842" 24.79 " 79.47 " 74.18 " 2.284" 8.541" 0.044" 0.000" 26
27 0.000" 0.070" 0.000" 0.764" 2.826" 11.76 " 83.27 " 33.46 " 1.580" 3.618" 0.023" 0.000" 27
28 0.000" 0.068" 0.000" 0.568" 79.70 " 8.580" 29.09 " 26.06 " 1.554" 1.971" 0.002" 0.000" 28
29 0.000" 0.057" 0.000" 0.388" 29.21 " 132.3 " 17.59 " 42.07 " 4.540" 1.176" 0.000" 0.000" 29
30 0.000" 0.000" 0.326" 25.18 " 172.0 " 16.57 " 70.75 " 3.032" 0.720" 0.000" 0.000" 30
31 0.000" 0.000" 15.23 " 110.9 " 24.10 " 0.360" 11.02 " 31
Mean 0.000" 2.488" 0.001" 5.730" 9.541" 28.62 " 42.60 " 43.79 " 8.061" 12.52 " 0.073" 0.355"
Median 0.000" 0.047" 0.000" 0.357" 1.842" 12.92 " 28.54 " 29.78 " 6.025" 2.703" 0.062" 0.000"
Maximum 0.000" 60.34 " 0.038" 87.87 " 79.70 " 172.0 " 138.5 " 187.6 " 28.56 " 133.3 " 0.273" 11.02 "
Minimum 0.000" 0.000" 0.000" 0.000" 0.102" 2.373" 9.570" 9.945" 1.510" 0.068" 0.000" 0.000"
Total 0.000" 72.15 " 0.045" 171.9 " 295.8 " 858.6 "1321 "1358 " 241.8 " 388.1 " 2.193" 11.02 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 12.90 " " ... Relative Uncertainty +/-10%
Ann. Median 0.742"
Annual Total 4720 "
Maximum Minimum
Daily 187.6 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 1981
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 1.452" 0.000# 0.000# 0.000# 0.000" 10.19 " 17.78 " 59.93 " 16.07 # 22.69 " 0.018" 0.789" 1
2 0.315" 0.000# 0.000# 0.000# 0.000" 65.11 " 12.79 " 55.11 " 16.38 # 14.05 " 0.011" 0.403" 2
3 0.101" 0.000# 0.000# 0.169# 0.000" 23.42 " 10.62 " 76.27 " 17.12 # 4.177" 0.005" 0.199" 3
4 0.081" 0.000# 0.000# 5.990# 0.000" 9.771" 11.83 " 89.19 " 19.38 # 1.980" 0.002" 0.133" 4
5 0.056" 0.000# 0.000# 0.063# 0.000" 6.785" 11.24 " 68.20 " 20.07 # 1.166" 0.001" 0.085" 5
6 0.046" 0.000# 0.397# 0.000# 0.000" 9.658" 8.706" 59.75 " 19.98 # 1.224" 0.000" 0.064" 6
7 0.018" 0.000# 0.002# 0.009# 0.000" 86.76 " 7.247" 133.4 " 48.71 # 0.866" 0.007" 0.046" 7
8 0.000" 0.000# 0.000# 2.307# 0.000" 156.1 " 7.134" 64.06 " 43.55 # 0.757" 0.007" 0.032" 8
9 0.000" 0.000# 0.000# 0.057# 0.000" 38.38 " 6.852" 54.75 " 33.49 # 0.613" 0.002" 0.029" 9
10 0.000" 0.000# 0.000# 0.111# 0.000" 18.94 " 5.728" 208.2 " 28.56 # 0.437" 0.000" 0.034" 10
11 0.000" 0.000# 0.000# 0.254# 0.000" 21.59 " 6.040" 176.3 " 25.05 # 0.358" 721.9 " 0.027" 11
12 0.000" 0.000# 0.000# 0.017# 0.000" 132.3 " 10.95 " 87.15 " 24.73 # 0.299" 820.5 " 0.021" 12
13 0.000" 0.000# 0.000# 0.000# 0.000" 34.26 " 6.862" 56.75 " 25.13 # 0.191" 41.17 " 0.014" 13
14 0.000" 0.000# 0.000# 0.000# 0.000" 20.81 " 5.350" 205.0 " 25.54 # 0.093" 12.49 " 0.011" 14
15 0.000" 0.000# 0.000# 0.000# 1.656" 17.59 " 4.970" 231.0 " 25.94 # 0.078" 5.052" 0.013" 15
16 0.000" 0.000# 0.000# 0.000# 0.865" 26.96 " 5.112" 97.93 " 31.82 # 0.071" 2.989" 0.008" 16
17 0.000" 0.000# 0.000# 0.000# 0.415" 19.57 " 115.3 " 71.01 " 34.43 # 0.069" 2.150" 0.004" 17
18 0.000" 0.248# 0.000# 0.000# 0.326" 14.18 " 35.55 " 61.49 " 11.73 " 0.062" 1.313" 0.001" 18
19 0.000" 0.000# 0.000# 0.000# 0.256" 15.44 " 19.03 " 109.5 " 7.106# 0.053" 0.783" 0.001" 19
20 0.000" 0.000# 0.000# 0.000# 0.189" 38.39 " 11.45 " 95.74 " 12.78 # 0.045" 0.542" 0.000" 20
21 0.000" 0.000# 0.000# 0.000# 2.495" 19.89 " 86.55 " 46.85 " 6.666# 0.022" 0.401" 0.000" 21
22 0.000" 0.000# 0.000# 0.000# 3.242" 10.63 " 373.1 " 38.34 " 5.505# 1.222" 0.303" 0.000" 22
23 0.000" 0.000# 0.000# 0.000# 1.053" 8.818" 163.3 " 52.64 " 3.312# 2.123" 0.236" 0.000" 23
24 0.000" 0.000# 0.000# 0.000# 0.750" 10.15 " 96.78 " 39.66 " 2.544# 1.257" 0.194" 0.000" 24
25 0.000" 0.000# 0.000# 0.000# 44.77 " 21.31 " 155.0 " 71.32 " 2.170# 0.983" 0.286" 0.000" 25
26 0.000" 0.000# 0.000# 0.000# 19.34 " 29.83 " 109.2 " 34.01 " 1.843# 4.554" 21.08 " 0.000" 26
27 0.000" 0.000# 0.000# 0.000# 26.72 " 82.90 " 164.5 " 23.67 " 1.535# 1.707" 7.901" 0.000" 27
28 0.000" 0.000# 0.000# 0.008# 20.60 " 42.29 " 68.22 " 19.29 # 1.339# 0.388" 3.074" 0.000" 28
29 0.000# 0.000# 0.020" 18.12 " 46.67 " 74.37 " 16.49 # 2.795" 0.100" 2.221" 0.000" 29
30 0.000# 0.000# 0.004" 157.6 " 23.62 " 173.0 " 15.37 # 3.853" 0.030" 1.410" 0.000" 30
31 0.000# 0.000# 18.27 " 66.21 " 15.62 # 0.018" 0.000" 31
Mean 0.067# 0.009# 0.013# 0.300# 10.21 " 35.41 " 59.70 " 78.51 # 17.30 # 1.990" 54.87 " 0.062"
Median 0.000# 0.000# 0.000# 0.000# 0.256" 21.45 " 12.79 " 61.49 # 16.75 # 0.437" 0.471" 0.008"
Maximum 1.452# 0.248# 0.397# 5.990# 157.6 " 156.1 " 373.1 " 231.0 # 48.71 # 22.69 " 820.5 " 0.789"
Minimum 0.000# 0.000# 0.000# 0.000# 0.000" 6.785" 4.970" 15.37 # 1.339# 0.018" 0.000" 0.000"
Total 2.068# 0.248# 0.399# 9.008# 316.6 "1062 "1851 "2434 # 519.1 # 61.69 "1646 " 1.912"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.66 # " ... Relative Uncertainty +/-10%
Ann. Median 0.254# # ... Relative Uncertainty +/-15%
Annual Total 7904 #
Maximum Minimum
Daily 820.5 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 10.20 " 0.000" 0.000" 0.000" 1.383" 13.44 " 37.97 " 6.905" 2.774" 0.000" 0.031" 1
2 0.000" 6.451" 0.000" 0.000" 0.160" 1.816" 3.369" 57.09 " 5.927" 2.380" 0.001" 0.021" 2
3 0.000" 4.334" 0.000" 0.000" 0.799" 28.85 " 15.85 " 28.88 " 5.805" 2.643" 0.001" 0.009" 3
4 0.000" 3.387" 0.000" 0.000" 0.495" 6.023" 11.49 " 15.94 " 5.992" 8.074" 0.001" 0.008" 4
5 0.000" 2.577" 0.000" 0.000" 0.377" 2.803" 7.216" 11.66 " 5.421" 29.62 " 0.000" 0.002" 5
6 0.000" 1.535" 0.000" 0.000" 0.361" 2.200" 11.40 " 9.518" 3.724" 11.96 " 0.000" 0.000" 6
7 0.000" 0.789" 0.000" 0.000" 0.341" 1.846" 2.026" 76.16 " 2.893" 4.626" 0.000" 0.000" 7
8 0.000" 0.426" 0.000" 0.000" 0.470" 14.09 " 1.116" 67.24 " 2.761" 2.592" 0.000" 0.000" 8
9 0.000" 0.275" 0.000" 0.000" 1.407" 16.30 " 3.044" 30.16 " 2.478" 1.343" 0.000" 0.000" 9
10 0.000" 0.238" 0.000" 0.000" 0.691" 32.17 " 2.273" 17.78 " 2.123" 0.826" 0.000" 0.000" 10
11 0.000" 0.178" 0.000" 0.000" 0.494" 19.75 " 0.621" 13.97 " 2.205" 1.366" 0.000" 0.000" 11
12 0.000" 0.130" 0.000" 0.000" 0.700" 6.229" 0.117" 13.20 " 2.403" 1.504" 0.000" 0.000" 12
13 0.000" 0.100" 0.000" 0.000" 0.865" 8.181" 0.001" 10.79 " 2.305" 0.856" 0.000" 0.000" 13
14 0.000" 0.097" 0.000" 0.000" 0.626" 11.45 " 0.000" 10.86 " 10.33 " 0.416" 0.000" 0.000" 14
15 0.000" 0.056" 0.000" 0.000" 0.546" 23.49 " 8.349" 8.625" 99.29 " 0.215" 0.000" 0.000" 15
16 0.000" 0.036" 0.000" 0.000" 0.569" 65.86 " 12.25 " 6.411" 51.17 " 0.121" 0.000" 0.000" 16
17 0.000" 0.023" 0.000" 0.000" 0.994" 10.40 " 1.130" 5.517" 13.41 " 0.055" 0.000" 0.000" 17
18 0.000" 0.019" 0.000" 0.000" 1.249" 10.54 " 0.135" 7.582" 11.80 " 0.030" 0.000" 0.000" 18
19 0.000" 0.015" 0.000" 0.000" 0.839" 7.874" 0.192" 29.69 " 7.204" 0.010" 0.000" 0.000" 19
20 25.64 " 0.010" 0.000" 0.000" 0.575" 4.813" 34.16 " 12.19 " 5.989" 0.008" 0.000" 0.000" 20
21 2750 " 0.008" 0.000" 0.000" 0.492" 4.309" 3.714" 7.498" 17.95 " 0.006" 0.000" 0.000" 21
22 2759 " 0.006" 0.000" 0.000" 0.599" 3.644" 6.952" 14.05 " 17.52 " 0.014" 0.000" 0.000" 22
23 544.0 " 0.003" 0.000" 0.000" 1.007" 4.953" 0.491" 239.5 " 25.04 " 0.043" 0.000" 0.000" 23
24 226.3 " 0.002" 0.000" 0.000" 1.705" 12.21 " 0.785" 47.99 " 56.77 " 0.124" 0.000" 0.000" 24
25 129.2 " 0.002" 0.000" 0.000" 2.551" 26.96 " 1.873" 24.38 " 47.40 " 0.044" 0.000" 0.000" 25
26 79.48 " 0.002" 0.000" 0.000" 3.316" 7.862" 1.715" 19.25 " 15.91 " 0.012" 0.000" 0.000" 26
27 58.74 " 0.001" 0.000" 0.000" 10.76 " 4.497" 10.66 " 15.21 " 9.598" 0.015" 3.108" 0.000" 27
28 36.15 " 0.000" 0.000" 0.000" 3.570" 3.888" 4.191" 17.60 " 6.563" 0.019" 1.640" 0.000" 28
29 25.13 " 0.000" 0.000" 3.489" 4.455" 0.494" 28.77 " 4.911" 0.006" 0.269" 0.000" 29
30 19.19 " 0.000" 0.000" 2.814" 2.622" 0.012" 13.37 " 3.686" 0.001" 0.028" 0.000" 30
31 14.49 " 0.000" 1.841" 3.668" 10.04 " 0.000" 0.000" 31
Mean 215.1 " 1.104" 0.000" 0.000" 1.442" 11.72 " 5.249" 29.32 " 15.18 " 2.313" 0.168" 0.002"
Median 0.000" 0.076" 0.000" 0.000" 0.700" 7.046" 2.273" 15.21 " 6.278" 0.124" 0.000" 0.000"
Maximum 2759 " 10.20 " 0.000" 0.000" 10.76 " 65.86 " 34.16 " 239.5 " 99.29 " 29.62 " 3.108" 0.031"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 1.383" 0.000" 5.517" 2.123" 0.000" 0.000" 0.000"
Total 6668 " 30.90 " 0.000" 0.000" 44.70 " 351.5 " 162.7 " 908.9 " 455.5 " 71.71 " 5.048" 0.071"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 23.83 " " ... Relative Uncertainty +/-10%
Ann. Median 0.269"
Annual Total 8699 "
Maximum Minimum
Daily 2759 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 365.4 " 0.000" 148.3 " 106.9 " 54.00 " 372.6 " 5.304" 0.007" 0.002" 1
2 0.000" 0.000" 0.000" 9.604" 0.001" 227.0 " 77.93 " 45.69 " 157.1 " 4.940" 0.000" 0.002" 2
3 0.000" 0.000" 0.000" 2.883" 54.95 " 30.43 " 64.18 " 45.74 " 686.7 " 4.335" 0.000" 0.001" 3
4 0.000" 0.000" 0.000" 1.477" 7.333" 23.89 " 51.16 " 69.27 "1050 " 3.866" 0.025" 0.001" 4
5 0.000" 0.000" 0.000" 1.099" 2.629" 23.65 " 37.49 " 305.3 " 269.8 " 3.190" 0.052" 0.001" 5
6 0.000" 0.000" 0.000" 0.675" 2.899" 23.62 " 32.78 " 78.48 " 368.2 " 2.848" 0.055" 0.000" 6
7 0.000" 0.000" 0.000" 0.591" 3.664" 12.22 " 29.84 " 54.18 " 493.0 " 5.517" 2.512" 0.000" 7
8 0.000" 0.000" 0.000" 0.600" 1.844" 8.111" 77.37 " 39.32 " 143.8 " 4.887" 2.046" 0.000" 8
9 0.000" 0.000" 0.000" 0.706" 1.158" 6.883" 266.2 " 34.42 " 104.5 " 4.205" 0.738" 0.000" 9
10 0.000" 0.000" 0.000" 0.312" 0.983" 6.270" 120.3 " 31.70 " 85.53 " 3.081" 0.422" 0.000" 10
11 0.000" 0.000" 0.000" 0.107" 0.831" 5.108" 54.18 " 31.37 " 84.81 " 2.667" 0.166" 0.000" 11
12 0.000" 0.000" 0.000" 0.017" 2.564" 8.799" 44.31 " 180.6 " 273.3 " 7.952" 0.057" 0.000" 12
13 0.000" 0.000" 0.000" 0.017" 3.786" 8.500" 38.23 " 189.1 " 198.2 " 10.86 " 0.035" 0.000" 13
14 0.000" 0.000" 0.000" 0.013" 2.209" 5.374" 35.64 " 189.2 " 82.34 " 4.797" 0.281" 0.000" 14
15 0.000" 0.000" 0.000" 0.009" 1.629" 4.137" 30.52 " 71.69 " 115.1 " 3.014" 0.304" 0.000" 15
16 0.000" 0.734" 0.000" 0.008" 1.336" 8.740" 25.58 " 49.20 " 100.6 " 3.468" 3.303" 0.000" 16
17 0.000" 0.394" 0.000" 0.008" 1.140" 106.1 " 21.14 " 45.24 " 58.31 " 8.622" 48.75 " 0.000" 17
18 0.000" 0.090" 0.000" 0.008" 1.032" 197.6 " 25.36 " 50.85 " 43.70 " 3.757" 11.41 " 0.000" 18
19 0.000" 0.025" 0.000" 0.007" 0.968" 194.3 " 32.35 " 35.93 " 35.52 " 2.688" 4.106" 0.000" 19
20 0.000" 0.023" 0.000" 0.006" 0.963" 59.57 " 22.63 " 115.7 " 30.39 " 2.423" 2.259" 0.000" 20
21 0.000" 0.013" 0.000" 0.005" 0.990" 40.06 " 39.21 " 60.50 " 27.40 " 2.019" 1.398" 0.000" 21
22 0.000" 0.002" 0.000" 0.002" 0.985" 52.52 " 26.84 " 50.91 " 18.59 " 1.561" 0.761" 0.000" 22
23 0.000" 0.000" 0.000" 0.001" 0.779" 40.43 " 19.21 " 347.1 " 15.85 " 0.994" 0.368" 0.000" 23
24 0.000" 0.000" 0.000" 0.000" 0.746" 24.72 " 390.5 " 381.9 " 16.84 " 0.630" 0.137" 0.000" 24
25 0.000" 0.003" 0.000" 0.000" 0.746" 56.41 " 400.5 " 145.9 " 13.78 " 0.374" 0.037" 0.000" 25
26 0.000" 0.000" 0.000" 0.000" 0.759" 38.81 " 200.2 " 90.85 " 11.80 " 0.220" 0.019" 0.000" 26
27 0.000" 0.000" 0.000" 0.000" 1.202" 66.95 " 100.4 " 200.7 " 10.01 " 0.126" 0.009" 0.000" 27
28 0.000" 0.000" 0.000" 0.000" 2.641" 680.5 " 69.47 " 229.3 " 7.864" 0.074" 0.010" 0.000" 28
29 0.000" 0.000" 0.000" 1.418" 840.7 " 67.28 " 358.3 " 7.789" 0.045" 0.005" 0.000" 29
30 0.000" 0.000" 0.000" 0.995" 169.8 " 173.0 " 212.6 " 6.621" 0.032" 0.003" 0.000" 30
31 0.000" 56.68 " 0.797" 68.43 " 149.4 " 0.023" 0.000" 31
Mean 0.000" 0.046" 1.828" 12.79 " 3.354" 104.0 " 88.68 " 127.2 " 163.0 " 3.178" 2.642" 0.000"
Median 0.000" 0.000" 0.000" 0.009" 1.140" 34.62 " 51.16 " 71.69 " 83.58 " 3.014" 0.151" 0.000"
Maximum 0.000" 0.734" 56.68 " 365.4 " 54.95 " 840.7 " 400.5 " 381.9 "1050 " 10.86 " 48.75 " 0.002"
Minimum 0.000" 0.000" 0.000" 0.000" 0.000" 4.137" 19.21 " 31.37 " 6.621" 0.023" 0.000" 0.000"
Total 0.000" 1.286" 56.68 " 383.6 " 104.0 "3120 "2749 "3944 "4890 " 98.52 " 79.27 " 0.008"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 42.26 " " ... Relative Uncertainty +/-10%
Ann. Median 0.831"
Annual Total 15426 "
Maximum Minimum
Daily 1050 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 14.94 " 18.43 " 35.83 " 15.37 " 22.15 " 6.942" 2.275" 0.011" 1
2 0.000" 0.000" 0.000" 0.000" 6.328" 17.71 " 24.13 " 99.09 " 18.93 " 6.102" 1.982" 0.006" 2
3 0.000" 0.000" 0.000" 0.000" 3.015" 37.34 " 39.61 " 47.31 " 25.23 " 4.894" 2.675" 0.004" 3
4 0.000" 0.000" 0.000" 0.000" 1.728" 19.22 " 128.2 " 31.06 " 27.73 " 3.961" 1.303" 0.007" 4
5 0.000" 0.000" 0.000" 0.000" 1.099" 83.55 " 96.32 " 25.39 " 157.8 " 4.581" 18.31 " 0.006" 5
6 0.000" 0.000" 0.000" 0.000" 1.799" 71.29 " 61.81 " 53.29 " 46.58 " 3.926" 33.97 " 0.004" 6
7 0.000" 0.000" 0.000" 0.000" 70.52 " 28.62 " 72.66 " 104.1 " 26.80 " 9.240" 10.44 " 0.003" 7
8 0.000" 0.000" 0.000" 0.000" 97.50 " 20.05 " 87.06 " 41.85 " 58.24 " 19.42 " 24.57 " 0.002" 8
9 0.000" 0.000" 0.000" 0.000" 45.10 " 16.57 " 53.32 " 28.58 " 123.2 " 7.504" 28.96 " 0.003" 9
10 0.000" 0.000" 0.000" 0.000" 30.56 " 14.99 " 36.95 " 21.46 " 43.39 " 4.098" 6.426" 0.001" 10
11 0.000" 0.000" 0.000" 0.000" 12.06 " 13.08 " 29.99 " 20.51 " 25.28 " 2.761" 2.701" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 8.141" 43.14 " 32.11 " 18.98 " 19.19 " 1.923" 1.364" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 6.721" 190.2 " 25.27 " 16.26 " 27.58 " 1.411" 0.609" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 5.714" 52.37 " 21.72 " 13.99 " 356.6 " 1.106" 0.230" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 8.184" 48.00 " 41.45 " 86.98 " 115.0 " 0.906" 0.089" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 10.19 " 29.93 " 60.80 " 48.83 " 60.26 " 0.680" 7.139" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 54.51 " 23.88 " 29.67 " 24.52 " 42.21 " 0.525" 19.20 " 0.000" 17
18 0.000" 0.000" 0.000" 0.441" 33.25 " 20.11 " 21.53 " 18.86 " 30.88 " 0.369" 9.821" 0.000" 18
19 0.000" 0.000" 0.000" 0.765" 56.06 " 17.87 " 17.96 " 27.86 " 22.97 " 0.211" 3.395" 0.000" 19
20 0.000" 0.000" 0.000" 0.407" 47.44 " 93.47 " 18.94 " 20.20 " 17.73 " 0.081" 1.246" 0.000" 20
21 0.000" 0.000" 0.000" 0.384" 32.28 " 482.5 " 16.10 " 40.36 " 13.85 " 0.050" 0.443" 0.000" 21
22 0.000" 0.000" 0.000" 0.838" 13.32 " 163.1 " 13.73 " 41.20 " 11.19 " 0.036" 0.124" 0.000" 22
23 0.000" 0.000" 0.000" 0.737" 10.62 " 79.36 " 12.47 " 26.25 " 9.165" 0.030" 3.409" 0.000" 23
24 0.000" 0.000" 0.000" 0.476" 10.39 " 61.49 " 11.47 " 16.14 " 8.037" 0.019" 8.451" 0.000" 24
25 0.000" 0.000" 0.000" 0.366" 23.89 " 70.41 " 16.31 " 12.79 " 7.233" 0.073" 2.508" 0.000" 25
26 0.000" 0.000" 0.000" 0.399" 76.44 " 48.83 " 81.98 " 12.93 " 7.220" 0.091" 0.915" 0.000" 26
27 0.000" 0.000" 0.000" 0.490" 56.89 " 36.00 " 36.82 " 11.38 " 6.248" 0.053" 0.394" 0.000" 27
28 0.000" 0.000" 0.000" 0.426" 111.5 " 31.12 " 21.42 " 16.22 " 5.994" 0.021" 0.190" 0.000" 28
29 0.000" 0.000" 0.000" 18.77 " 39.04 " 27.79 " 16.70 " 45.63 " 6.592" 0.024" 0.072" 0.000" 29
30 0.000" 0.000" 48.65 " 68.97 " 39.30 " 15.03 " 65.42 " 9.045" 1.226" 0.022" 0.000" 30
31 0.000" 0.000" 25.30 " 14.00 " 21.74 " 4.312" 0.000" 31
Mean 0.000" 0.000" 0.000" 2.438" 31.73 " 63.33 " 38.43 " 34.66 " 45.08 " 2.793" 6.441" 0.002"
Median 0.000" 0.000" 0.000" 0.000" 23.89 " 36.67 " 29.67 " 25.39 " 24.10 " 1.106" 2.391" 0.000"
Maximum 0.000" 0.000" 0.000" 48.65 " 111.5 " 482.5 " 128.2 " 104.1 " 356.6 " 19.42 " 33.97 " 0.011"
Minimum 0.000" 0.000" 0.000" 0.000" 1.099" 13.08 " 11.47 " 11.38 " 5.994" 0.019" 0.022" 0.000"
Total 0.000" 0.000" 0.000" 73.15 " 983.5 "1900 "1191 "1075 "1352 " 86.57 " 193.2 " 0.047"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.73 " " ... Relative Uncertainty +/-10%
Ann. Median 1.764"
Annual Total 6855 "
Maximum Minimum
Daily 482.5 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 1.873" 8.045" 828.3 " 31.14 " 37.69 " 3.162" 0.203" 0.000" 1
2 0.000" 0.000" 0.000" 0.000" 1.345" 6.265" 161.1 " 26.87 " 26.71 " 2.196" 0.064" 0.000" 2
3 0.000" 0.000" 0.000" 0.000" 4.042" 5.183" 101.9 " 169.2 " 23.12 " 2.544" 2.676" 0.000" 3
4 0.000" 0.000" 0.000" 0.000" 5.937" 9.815" 85.18 " 99.42 " 20.43 " 2.292" 2.943" 0.000" 4
5 0.000" 0.000" 0.000" 0.000" 2.587" 25.44 " 57.27 " 138.0 " 17.36 " 1.837" 0.705" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 1.627" 13.65 " 44.39 " 70.66 " 14.09 " 1.680" 0.197" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 1.450" 68.22 " 34.73 " 48.53 " 12.80 " 1.155" 0.057" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 1.335" 34.04 " 31.66 " 42.46 " 25.24 " 0.778" 3.757" 0.000" 8
9 0.000" 0.000" 0.000" 241.9 " 1.231" 18.53 " 31.62 " 194.4 " 29.66 " 0.899" 3.990" 0.000" 9
10 0.000" 0.000" 0.000" 73.16 " 1.230" 12.84 " 28.41 " 90.18 " 18.17 " 0.767" 1.418" 0.000" 10
11 0.000" 0.000" 0.000" 29.60 " 1.259" 12.66 " 71.60 " 59.65 " 13.84 " 0.442" 0.481" 0.000" 11
12 0.000" 0.000" 0.000" 11.19 " 1.421" 20.10 " 39.52 " 65.56 " 10.97 " 5.541" 0.166" 0.000" 12
13 0.000" 0.000" 0.000" 4.702" 1.569" 19.88 " 332.2 " 45.75 " 8.899" 11.81 " 0.031" 0.000" 13
14 0.000" 0.000" 0.000" 2.756" 1.229" 12.33 " 176.9 " 33.55 " 8.398" 5.778" 0.009" 0.000" 14
15 0.000" 0.000" 0.000" 2.077" 0.959" 20.14 " 72.40 " 29.09 " 8.419" 2.961" 0.006" 0.000" 15
16 0.000" 0.000" 0.000" 1.586" 0.859" 60.28 " 50.96 " 22.66 " 7.296" 1.624" 0.004" 0.000" 16
17 0.000" 0.000" 0.000" 1.225" 0.877" 46.60 " 39.66 " 19.29 " 11.71 " 1.014" 0.002" 0.000" 17
18 0.000" 0.000" 0.000" 1.032" 0.956" 15.95 " 47.30 " 111.5 " 20.25 " 0.851" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 0.962" 0.942" 10.96 " 64.39 " 160.0 " 10.39 " 0.628" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 0.887" 1.269" 8.987" 60.76 " 126.9 " 6.780" 0.472" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 0.788" 2.041" 9.120" 35.63 " 52.92 " 10.21 " 0.455" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 0.745" 1.520" 29.46 " 33.12 " 41.22 " 25.49 " 0.343" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 0.694" 1.067" 16.64 " 25.06 " 56.78 " 13.84 " 0.200" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 0.621" 0.759" 25.87 " 152.6 " 126.5 " 8.883" 0.105" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 0.687" 34.77 " 51.56 " 66.57 " 151.1 " 7.123" 0.033" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 1.128" 316.0 " 28.75 " 74.04 " 101.8 " 5.244" 0.013" 0.000" 0.000" 26
27 0.000" 0.000" 0.000" 1.798" 33.30 " 20.73 " 192.3 " 168.7 " 3.416" 0.014" 0.000" 0.000" 27
28 0.000" 0.000" 0.000" 5.322" 19.17 " 18.06 " 104.4 " 59.83 " 2.820" 5.266" 0.000" 0.000" 28
29 0.000" 0.000" 4.283" 12.62 " 432.0 " 55.40 " 43.81 " 3.908" 3.555" 0.000" 0.000" 29
30 0.000" 0.000" 3.365" 8.755" 162.1 " 42.43 " 67.90 " 4.139" 1.282" 0.000" 0.000" 30
31 0.000" 0.000" 6.973" 33.85 " 84.48 " 0.495" 0.000" 31
Mean 0.000" 0.000" 0.000" 13.02 " 15.19 " 40.81 " 102.4 " 81.93 " 13.91 " 1.942" 0.557" 0.000"
Median 0.000" 0.000" 0.000" 0.997" 1.450" 19.20 " 57.27 " 65.56 " 11.34 " 1.014" 0.005" 0.000"
Maximum 0.000" 0.000" 0.000" 241.9 " 316.0 " 432.0 " 828.3 " 194.4 " 37.69 " 11.81 " 3.990" 0.000"
Minimum 0.000" 0.000" 0.000" 0.000" 0.759" 5.183" 25.06 " 19.29 " 2.820" 0.013" 0.000" 0.000"
Total 0.000" 0.000" 0.000" 390.5 " 470.9 "1224 "3176 "2540 " 417.3 " 60.19 " 16.71 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 22.73 " " ... Relative Uncertainty +/-10%
Ann. Median 1.014"
Annual Total 8295 "
Maximum Minimum
Daily 828.3 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 2.905" 0.270" 0.218" 4.142" 18.38 " 49.11 " 12.32 " 2.776" 0.167" 0.000" 1
2 0.000" 0.000" 1.533" 0.237" 0.182" 3.971" 33.51 " 29.51 " 10.70 " 2.329" 0.116" 0.000" 2
3 0.000" 0.000" 0.698" 0.199" 0.234" 3.404" 26.21 " 21.64 " 18.68 " 2.127" 0.203" 0.000" 3
4 0.000" 0.000" 0.300" 0.198" 0.284" 3.159" 14.76 " 18.55 " 15.99 " 2.076" 1.309" 0.000" 4
5 0.000" 0.000" 0.161" 0.192" 0.422" 3.190" 14.14 " 16.67 " 9.596" 2.219" 0.641" 0.000" 5
6 0.000" 0.000" 0.110" 0.208" 0.744" 3.548" 21.03 " 21.27 " 8.713" 2.618" 0.374" 0.000" 6
7 0.000" 0.000" 0.049" 0.209" 1.712" 3.621" 13.72 " 29.62 " 7.577" 1.927" 0.205" 0.000" 7
8 0.000" 0.000" 0.014" 0.208" 4.179" 3.259" 9.590" 45.60 " 13.77 " 1.658" 2.461" 0.000" 8
9 0.000" 0.000" 0.016" 0.212" 2.255" 3.124" 8.310" 51.71 " 9.520" 1.554" 6.038" 0.000" 9
10 0.000" 0.000" 0.522" 0.194" 1.983" 4.539" 7.312" 22.80 " 36.85 " 1.367" 2.354" 0.000" 10
11 0.000" 0.000" 1.028" 0.158" 2.144" 4.424" 6.811" 28.66 " 89.58 " 1.316" 0.910" 0.000" 11
12 0.000" 0.000" 0.536" 0.174" 2.061" 3.863" 14.06 " 20.41 " 18.35 " 8.469" 0.438" 0.000" 12
13 0.000" 0.000" 0.447" 0.256" 2.850" 3.354" 76.59 " 13.75 " 11.23 " 11.62 " 0.256" 0.000" 13
14 0.000" 0.000" 0.257" 0.537" 7.745" 2.709" 136.5 " 19.02 " 20.53 " 4.173" 0.252" 0.000" 14
15 0.000" 0.000" 0.206" 0.825" 8.370" 7.036" 104.7 " 32.04 " 40.28 " 2.808" 0.177" 0.000" 15
16 0.000" 0.000" 0.170" 0.566" 8.642" 28.46 " 34.19 " 14.68 " 24.51 " 5.580" 0.142" 0.000" 16
17 0.000" 0.000" 0.206" 0.443" 3.575" 26.49 " 28.33 " 67.57 " 24.69 " 16.63 " 0.113" 0.000" 17
18 0.000" 0.000" 0.195" 0.386" 2.747" 11.98 " 25.01 " 64.66 " 40.72 " 7.085" 0.043" 0.000" 18
19 0.000" 0.000" 0.799" 0.360" 21.13 " 6.968" 21.22 " 29.49 " 20.34 " 5.019" 0.021" 0.000" 19
20 0.000" 0.000" 1.981" 0.335" 40.28 " 5.181" 15.67 " 24.79 " 13.81 " 2.957" 0.015" 0.000" 20
21 0.000" 5.582" 1.059" 0.341" 62.10 " 4.113" 30.13 " 35.91 " 10.68 " 1.850" 0.013" 0.000" 21
22 0.000" 126.5 " 0.444" 0.418" 33.52 " 10.01 " 54.73 " 57.14 " 12.07 " 1.136" 0.008" 0.000" 22
23 0.000" 11.30 " 0.314" 0.544" 10.01 " 33.43 " 48.42 " 22.17 " 12.89 " 0.782" 0.004" 0.000" 23
24 0.000" 3.441" 0.263" 0.671" 7.141" 23.92 " 27.88 " 38.36 " 7.628" 0.627" 0.002" 0.000" 24
25 0.000" 1.523" 0.216" 0.615" 25.85 " 142.4 " 19.35 " 41.01 " 6.739" 0.488" 0.002" 0.000" 25
26 0.000" 30.36 " 0.168" 0.501" 24.60 " 65.83 " 14.66 " 22.48 " 6.781" 0.353" 0.001" 0.000" 26
27 0.000" 42.28 " 0.131" 0.449" 10.78 " 41.91 " 11.67 " 28.56 " 4.967" 0.401" 0.000" 0.000" 27
28 0.000" 7.282" 0.124" 0.370" 6.996" 121.1 " 10.09 " 39.68 " 3.781" 0.343" 0.000" 0.000" 28
29 0.000" 0.161" 0.282" 5.541" 40.61 " 9.315" 18.61 " 3.198" 0.302" 0.000" 0.000" 29
30 0.000" 0.392" 0.241" 4.818" 28.20 " 200.1 " 17.77 " 2.965" 0.348" 0.000" 0.000" 30
31 0.000" 0.264" 4.260" 115.7 " 15.43 " 0.239" 0.000" 31
Mean 0.000" 8.154" 0.505" 0.353" 9.915" 21.60 " 37.81 " 30.93 " 17.32 " 3.006" 0.542" 0.000"
Median 0.000" 0.000" 0.263" 0.308" 4.260" 4.860" 21.03 " 28.56 " 12.20 " 1.927" 0.129" 0.000"
Maximum 0.000" 126.5 " 2.905" 0.825" 62.10 " 142.4 " 200.1 " 67.57 " 89.58 " 16.63 " 6.038" 0.000"
Minimum 0.000" 0.000" 0.014" 0.158" 0.182" 2.709" 6.811" 13.75 " 2.965" 0.239" 0.000" 0.000"
Total 0.000" 228.3 " 15.67 " 10.60 " 307.4 " 647.9 "1172 " 958.7 " 519.5 " 93.18 " 16.26 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.88 " " ... Relative Uncertainty +/-10%
Ann. Median 1.309"
Annual Total 3970 "
Maximum Minimum
Daily 200.1 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 43.86 " 0.960" 5.597" 31.35 " 5.275" 1.332" 4.427" 1.228" 1
2 0.000" 0.000" 0.000" 0.000" 28.14 " 0.990" 9.130" 18.83 " 4.911" 0.997" 2.871" 0.306" 2
3 0.000" 0.000" 0.000" 0.000" 17.87 " 0.978" 44.71 " 13.04 " 4.145" 2.590" 2.069" 0.108" 3
4 0.000" 0.000" 0.000" 0.000" 14.06 " 1.017" 31.46 " 10.09 " 3.689" 4.833" 0.659" 0.013" 4
5 0.000" 0.000" 0.000" 0.000" 12.02 " 2.872" 9.887" 8.694" 3.444" 2.410" 0.254" 0.008" 5
6 0.000" 0.000" 0.000" 0.022" 10.11 " 11.61 " 6.437" 7.492" 2.888" 1.323" 0.153" 1.066" 6
7 0.000" 0.000" 0.000" 1.217" 9.078" 19.35 " 8.775" 6.453" 2.317" 0.780" 0.062" 5.664" 7
8 0.000" 0.000" 0.000" 32.38 " 9.174" 7.256" 103.3 " 5.538" 2.033" 0.611" 0.013" 1.283" 8
9 0.000" 0.000" 0.000" 172.1 " 22.88 " 20.17 " 18.10 " 4.791" 1.832" 0.440" 0.006" 0.332" 9
10 0.000" 0.000" 0.000" 66.25 " 40.10 " 10.48 " 9.994" 4.524" 1.758" 0.279" 0.007" 0.076" 10
11 0.000" 0.000" 0.000" 47.48 " 21.14 " 5.038" 8.107" 4.312" 1.623" 0.136" 0.008" 0.027" 11
12 0.000" 0.000" 0.000" 41.94 " 12.48 " 4.081" 8.737" 60.76 " 1.338" 0.188" 0.317" 0.013" 12
13 0.000" 0.000" 0.000" 34.43 " 8.902" 3.579" 9.835" 63.04 " 1.046" 0.718" 0.048" 0.007" 13
14 0.000" 0.000" 0.000" 30.44 " 8.330" 3.182" 7.306" 16.59 " 0.879" 2.248" 0.124" 0.003" 14
15 0.000" 0.000" 0.000" 27.65 " 7.594" 7.240" 5.955" 11.13 " 0.730" 3.397" 4.423" 0.007" 15
16 0.000" 0.000" 0.000" 25.90 " 5.928" 11.93 " 7.088" 9.256" 0.566" 1.543" 0.357" 0.002" 16
17 0.000" 0.000" 0.000" 24.67 " 5.233" 25.43 " 6.192" 7.977" 0.473" 1.123" 0.196" 0.000" 17
18 0.000" 0.000" 0.000" 23.96 " 4.659" 24.06 " 4.993" 6.646" 0.416" 0.600" 0.334" 0.000" 18
19 0.000" 0.000" 0.000" 22.01 " 4.081" 43.52 " 4.040" 5.217" 0.446" 0.315" 0.133" 0.002" 19
20 0.000" 0.000" 0.000" 19.59 " 3.505" 16.62 " 3.203" 10.38 " 0.619" 0.225" 0.035" 0.000" 20
21 0.000" 0.000" 0.000" 20.24 " 3.110" 10.99 " 2.832" 22.06 " 0.731" 0.218" 0.033" 0.000" 21
22 0.000" 0.000" 0.000" 21.80 " 2.743" 9.625" 2.911" 10.56 " 0.610" 0.086" 0.018" 0.000" 22
23 0.000" 0.000" 0.000" 21.08 " 2.429" 7.185" 14.32 " 7.095" 12.94 " 0.042" 0.013" 0.000" 23
24 0.000" 0.000" 0.000" 20.43 " 2.286" 6.825" 13.19 " 6.096" 9.151" 0.037" 0.011" 4.489" 24
25 0.000" 0.000" 0.000" 39.24 " 2.123" 11.04 " 5.750" 63.82 " 4.522" 0.062" 0.006" 1.884" 25
26 0.000" 0.000" 0.000" 86.91 " 1.772" 7.063" 4.284" 28.39 " 43.61 " 0.028" 0.005" 0.514" 26
27 0.000" 0.000" 0.000" 38.03 " 1.575" 5.689" 3.565" 11.00 " 15.12 " 0.007" 0.007" 0.140" 27
28 0.000" 0.000" 0.000" 26.06 " 1.397" 7.303" 5.816" 8.100" 5.457" 0.017" 0.014" 0.073" 28
29 0.000" 0.000" 22.13 " 1.147" 10.17 " 180.7 " 6.686" 3.064" 0.013" 1.424" 0.035" 29
30 0.000" 0.000" 19.99 " 0.991" 7.505" 70.71 " 6.382" 2.043" 0.023" 2.467" 0.069" 30
31 0.000" 0.000" 0.954" 98.28 " 5.460" 0.017" 0.085" 31
Mean 0.000" 0.000" 0.000" 29.53 " 9.990" 10.12 " 23.07 " 15.54 " 4.589" 0.859" 0.683" 0.562"
Median 0.000" 0.000" 0.000" 23.05 " 5.928" 7.280" 8.107" 8.694" 2.038" 0.315" 0.093" 0.035"
Maximum 0.000" 0.000" 0.000" 172.1 " 43.86 " 43.52 " 180.7 " 63.82 " 43.61 " 4.833" 4.427" 5.664"
Minimum 0.000" 0.000" 0.000" 0.000" 0.954" 0.960" 2.832" 4.312" 0.416" 0.007" 0.005" 0.000"
Total 0.000" 0.000" 0.000" 886.0 " 309.7 " 303.7 " 715.2 " 481.7 " 137.7 " 26.64 " 20.50 " 17.43 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.941" " ... Relative Uncertainty +/-10%
Ann. Median 1.046"
Annual Total 2899 "
Maximum Minimum
Daily 180.7 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.078" 0.000" 0.000" 0.009" 1.264" 93.75 " 41.07 " 53.76 " 25.97 " 31.28 " 7.142" 0.000" 1
2 0.042" 0.000" 0.000" 0.012" 0.724" 84.32 " 35.09 " 48.80 " 24.04 " 26.14 " 11.20 " 5.082" 2
3 0.026" 0.000" 0.000" 0.007" 0.528" 29.46 " 31.81 " 42.55 " 20.78 " 38.28 " 3.191" 3.756" 3
4 0.011" 0.000" 0.000" 0.001" 0.607" 13.95 " 28.79 " 37.47 " 18.23 " 31.01 " 1.667" 0.877" 4
5 0.002" 0.000" 0.000" 0.001" 1.632" 10.75 " 30.88 " 30.54 " 64.62 " 25.35 " 0.963" 0.210" 5
6 0.001" 0.000" 0.000" 0.000" 1.112" 13.24 " 39.07 " 25.51 " 76.36 " 64.09 " 1.230" 0.032" 6
7 0.000" 0.000" 0.000" 0.000" 0.710" 21.79 " 236.0 " 23.37 " 31.58 " 47.39 " 6.818" 0.008" 7
8 0.000" 0.000" 0.000" 0.000" 0.487" 37.42 " 97.08 " 20.98 " 21.75 " 20.90 " 3.233" 0.006" 8
9 0.000" 0.000" 0.000" 0.000" 0.401" 17.91 " 55.85 " 22.52 " 32.37 " 14.38 " 1.458" 0.002" 9
10 0.000" 0.000" 0.000" 0.000" 0.330" 527.9 $ 41.85 " 58.88 " 18.34 " 10.80 " 0.675" 0.004" 10
11 0.000" 0.000" 0.000" 0.000" 0.312" 86.62 " 35.46 " 51.18 " 13.54 " 8.148" 0.403" 0.001" 11
12 0.000" 0.000" 0.000" 0.000" 77.76 " 74.81 " 54.42 " 361.4 " 12.76 " 6.611" 5.384" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 161.6 " 214.9 " 293.5 " 139.1 " 11.22 " 4.834" 2.435" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 110.1 " 300.9 " 84.01 " 95.18 " 8.859" 3.402" 0.838" 0.000" 14
15 0.000" 0.000" 0.000" 0.000" 21.93 " 156.3 " 128.0 " 326.6 " 17.76 " 2.680" 0.368" 0.000" 15
16 0.000" 0.000" 0.000" 0.000" 9.946" 360.3 $ 59.85 " 209.3 " 11.28 " 2.298" 0.162" 0.000" 16
17 0.000" 0.000" 0.000" 0.000" 6.847" 114.9 " 119.7 " 94.50 " 28.97 " 2.135" 0.086" 0.000" 17
18 0.000" 0.000" 0.000" 0.000" 10.02 " 76.36 " 111.9 " 69.45 " 28.94 " 2.250" 0.026" 0.000" 18
19 0.000" 0.000" 0.000" 0.000" 5.416" 103.3 " 57.35 " 63.77 " 15.94 " 6.740" 0.012" 0.000" 19
20 0.000" 0.000" 0.000" 0.000" 12.33 " 96.49 " 41.64 " 66.92 " 14.81 " 43.36 " 0.007" 0.000" 20
21 0.000" 0.000" 0.000" 0.000" 16.70 " 50.31 " 34.76 " 45.89 " 27.56 " 24.39 " 0.005" 0.000" 21
22 0.000" 0.000" 0.000" 0.000" 7.710" 38.24 " 38.13 " 35.66 " 157.7 " 8.652" 0.004" 0.000" 22
23 0.000" 0.000" 2.206" 0.000" 4.975" 34.98 " 415.9 $ 32.55 " 42.71 " 4.903" 0.002" 0.000" 23
24 0.000" 0.000" 11.36 " 0.000" 4.511" 63.48 "1149 $ 30.20 " 21.16 " 3.038" 0.002" 0.000" 24
25 0.000" 0.000" 0.682" 0.000" 4.486" 549.3 $ 343.2 $ 152.0 " 21.37 " 2.000" 0.001" 0.000" 25
26 0.000" 0.000" 0.222" 0.000" 4.381" 417.9 $ 154.6 " 54.32 " 15.86 " 1.494" 0.001" 0.000" 26
27 0.000" 0.000" 0.090" 1.162" 3.794" 117.4 " 123.4 " 35.09 " 42.03 " 1.338" 0.000" 0.000" 27
28 0.000" 0.000" 0.041" 10.58 " 3.057" 79.23 " 135.8 " 27.91 " 53.05 " 1.052" 0.000" 0.000" 28
29 0.000" 0.000" 0.010" 14.82 " 2.873" 59.98 " 80.87 " 134.8 " 81.16 " 0.705" 0.000" 0.000" 29
30 0.000" 0.004" 4.501" 3.022" 48.40 " 67.33 " 53.22 " 56.26 " 0.521" 0.000" 0.000" 30
31 0.000" 0.002" 9.644" 59.17 " 33.14 " 0.443" 0.000" 31
Mean 0.005" 0.000" 0.471" 1.036" 15.78 " 129.8 $ 136.3 $ 79.89 " 33.90 " 14.21 " 1.577" 0.322"
Median 0.000" 0.000" 0.000" 0.000" 4.381" 77.80 $ 59.85 $ 51.18 " 22.89 " 6.611" 0.265" 0.000"
Maximum 0.078" 0.000" 11.36 " 14.82 " 161.6 " 549.3 $1149 $ 361.4 " 157.7 " 64.09 " 11.20 " 5.082"
Minimum 0.000" 0.000" 0.000" 0.000" 0.312" 10.75 $ 28.79 $ 20.98 " 8.859" 0.443" 0.000" 0.000"
Total 0.159" 0.000" 14.62 " 31.09 " 489.1 "3894 $4226 $2477 "1017 " 440.6 " 47.32 " 9.977"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.55 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.563$ $ ... Relative Uncertainty +/-20%
Annual Total 12646 $
Maximum Minimum
Daily 1149 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.012" 1.950" 40.82 " 0.995" 24.30 " 27.63 " 37.96 " 62.07 " 15.77 " 1.491" 0.000" 1
2 0.000" 0.008" 0.973" 17.44 " 0.880" 17.78 " 24.69 " 48.59 " 69.57 " 45.03 " 1.117" 0.000" 2
3 0.000" 0.004" 0.549" 14.03 " 0.859" 15.31 " 24.60 " 58.63 " 33.47 " 27.83 " 0.877" 0.000" 3
4 0.000" 0.001" 0.431" 4.492" 0.870" 10.99 " 13.60 " 33.26 " 24.04 " 14.61 " 0.624" 0.000" 4
5 0.000" 0.000" 0.239" 1.870" 0.885" 9.464" 10.51 " 30.32 " 18.98 " 11.49 " 0.412" 0.000" 5
6 0.000" 0.000" 0.169" 1.200" 0.861" 33.20 " 9.977" 31.21 " 19.22 " 15.17 " 0.334" 0.000" 6
7 0.000" 0.000" 0.096" 0.996" 0.721" 18.62 " 14.19 " 23.34 " 41.71 " 17.05 " 0.261" 0.000" 7
8 0.000" 0.000" 0.073" 1.392" 0.623" 11.88 " 19.81 " 20.94 " 34.47 " 11.50 " 0.163" 0.000" 8
9 0.000" 0.000" 0.162" 1.150" 0.651" 7.785" 11.85 " 18.56 " 19.65 " 9.708" 0.169" 0.000" 9
10 0.000" 0.000" 0.641" 0.856" 0.795" 6.950" 10.28 " 15.81 " 13.72 " 6.808" 0.171" 0.000" 10
11 0.000" 0.000" 0.204" 0.643" 1.038" 11.21 " 9.479" 13.18 " 9.995" 5.103" 0.183" 0.000" 11
12 0.000" 0.000" 0.042" 0.500" 0.983" 32.34 " 9.093" 11.50 " 9.105" 3.933" 0.195" 0.000" 12
13 0.000" 0.000" 0.004" 0.481" 0.901" 28.00 " 52.61 " 10.89 " 8.268" 3.868" 0.243" 0.000" 13
14 0.000" 0.000" 0.001" 0.759" 0.847" 62.84 " 107.8 " 11.57 " 7.770" 4.789" 1.881" 0.000" 14
15 0.000" 0.000" 0.001" 0.806" 22.52 " 20.92 " 33.61 " 11.78 " 12.66 " 4.196" 0.660" 0.000" 15
16 0.000" 0.000" 0.001" 0.607" 106.9 " 13.17 " 25.71 " 9.396" 8.486" 2.883" 0.370" 0.000" 16
17 0.000" 0.000" 0.000" 0.517" 18.82 " 10.77 " 17.29 " 52.29 " 13.78 " 24.98 " 0.160" 0.000" 17
18 0.000" 0.000" 0.000" 0.467" 7.826" 9.175" 15.23 " 862.6 $ 27.54 " 51.09 " 0.082" 0.000" 18
19 0.000" 0.000" 0.000" 0.455" 5.222" 8.100" 41.79 " 129.6 " 47.65 " 22.27 " 0.035" 0.000" 19
20 0.000" 0.000" 0.000" 0.463" 63.61 " 7.645" 280.9 " 103.9 " 33.97 " 8.937" 0.016" 0.000" 20
21 0.000" 0.000" 0.000" 0.489" 139.8 " 7.340" 183.6 " 98.90 " 43.03 " 6.594" 0.013" 0.000" 21
22 0.000" 0.000" 0.000" 0.450" 18.51 " 6.944" 77.47 " 50.51 " 21.18 " 4.259" 0.013" 0.000" 22
23 0.000" 0.000" 0.000" 3.926" 33.53 " 6.776" 69.06 " 40.84 " 23.03 " 3.193" 0.006" 0.000" 23
24 0.000" 0.000" 0.000" 12.55 " 23.72 " 5.926" 126.1 " 48.70 " 18.57 " 3.072" 0.004" 0.000" 24
25 0.874" 1.562" 0.000" 3.443" 10.71 " 5.454" 84.98 " 34.31 " 9.885" 6.084" 0.003" 0.000" 25
26 7.288" 18.04 " 0.000" 2.037" 12.24 " 5.377" 54.30 " 26.13 " 7.105" 5.525" 0.002" 0.000" 26
27 1.282" 15.75 " 0.000" 1.819" 122.4 " 5.276" 191.2 " 27.49 " 8.925" 3.592" 0.001" 0.000" 27
28 0.329" 4.270" 0.000" 2.085" 78.90 " 40.87 " 187.3 " 27.79 " 30.56 " 2.806" 0.000" 0.000" 28
29 0.098" 0.000" 1.436" 24.52 " 37.32 " 80.52 " 98.96 " 19.99 " 2.880" 0.000" 0.000" 29
30 0.033" 0.000" 1.191" 27.50 " 112.1 " 56.91 " 128.2 " 13.25 " 2.678" 0.000" 0.000" 30
31 0.021" 0.000" 71.42 " 44.53 " 44.13 " 2.003" 0.000" 31
Mean 0.320" 1.416" 0.179" 3.979" 25.81 " 19.80 " 61.82 " 69.72 $ 23.72 " 11.28 " 0.316" 0.000"
Median 0.000" 0.000" 0.001" 1.170" 7.826" 11.10 " 33.61 " 33.26 $ 19.43 " 6.084" 0.166" 0.000"
Maximum 7.288" 18.04 " 1.950" 40.82 " 139.8 " 112.1 " 280.9 " 862.6 $ 69.57 " 51.09 " 1.881" 0.000"
Minimum 0.000" 0.000" 0.000" 0.450" 0.623" 5.276" 9.093" 9.396$ 7.105" 2.003" 0.000" 0.000"
Total 9.926" 39.65 " 5.536" 119.4 " 800.0 " 593.9 "1917 "2161 $ 711.6 " 349.7 " 9.488" 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.40 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.003$ $ ... Relative Uncertainty +/-20%
Annual Total 6717 $
Maximum Minimum
Daily 862.6 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.785" 0.000" 0.240" 2.095" 4.636" 5.347" 34.98 " 12.61 " 4.500" 5.014" 0.000" 1
2 0.000" 0.860" 0.000" 0.895" 2.040" 3.887" 4.676" 167.2 " 12.12 " 5.336" 5.780" 0.000" 2
3 0.000" 0.938" 0.000" 1.266" 2.015" 3.362" 4.309" 156.9 " 9.500" 5.172" 3.075" 0.000" 3
4 0.000" 1.021" 0.000" 1.067" 4.472" 2.969" 4.585" 140.1 " 8.214" 5.212" 1.721" 0.000" 4
5 0.000" 1.107" 0.000" 0.681" 3.258" 2.980" 5.154" 65.52 " 7.313" 10.92 " 1.045" 0.000" 5
6 0.000" 1.198" 0.000" 0.429" 1.831" 34.91 " 4.718" 50.57 " 6.593" 5.745" 0.627" 0.038" 6
7 0.001" 1.294" 0.000" 0.301" 1.563" 12.12 " 4.259" 38.74 " 26.28 " 5.249" 0.430" 0.074" 7
8 0.004" 1.394" 0.014" 0.218" 1.722" 99.11 " 4.190" 30.27 " 15.32 " 5.380" 0.290" 0.080" 8
9 0.007" 1.498" 0.007" 0.244" 1.949" 21.68 " 4.297" 27.05 " 22.98 " 26.28 " 0.194" 0.025" 9
10 0.012" 1.607" 0.003" 8.947" 1.737" 56.18 " 29.89 " 85.12 " 26.31 " 45.00 " 0.131" 0.004" 10
11 0.019" 1.720" 0.002" 17.29 " 1.593" 40.41 " 17.08 " 47.16 " 11.03 " 14.28 " 0.080" 0.002" 11
12 0.028" 1.835" 0.001" 4.249" 1.676" 15.54 " 172.1 " 34.71 " 8.630" 8.375" 0.045" 0.001" 12
13 0.039" 1.952" 0.001" 2.136" 27.10 " 33.31 " 118.2 " 39.83 " 7.145" 23.03 " 0.019" 0.002" 13
14 0.052" 2.073" 0.000" 1.467" 147.9 " 36.59 " 75.25 " 27.27 " 5.649" 13.71 " 0.068" 0.002" 14
15 0.067" 1.937" 0.000" 1.092" 22.50 " 15.79 " 253.4 " 20.18 " 8.088" 7.349" 0.130" 0.000" 15
16 0.085" 0.789" 0.000" 0.785" 9.185" 10.15 " 381.8 $ 19.45 " 50.88 " 5.681" 3.522" 0.000" 16
17 0.105" 0.373" 0.000" 0.595" 14.98 " 8.551" 174.3 " 24.73 " 51.66 " 6.684" 2.463" 0.000" 17
18 0.128" 0.254" 0.000" 0.464" 17.37 " 7.422" 79.27 " 83.04 " 51.90 " 4.496" 0.969" 0.000" 18
19 0.154" 0.161" 0.000" 19.25 " 8.130" 6.681" 78.90 " 66.47 " 23.95 " 3.546" 2.111" 0.000" 19
20 0.183" 0.068" 0.000" 24.22 " 5.389" 5.710" 129.8 " 31.51 " 15.19 " 2.925" 1.497" 0.000" 20
21 0.214" 0.028" 0.000" 5.642" 4.439" 5.114" 875.3 $ 22.51 " 10.13 " 2.832" 0.697" 0.000" 21
22 0.249" 0.005" 0.000" 6.300" 3.726" 4.758" 502.6 $ 17.26 " 11.96 " 2.275" 0.406" 0.000" 22
23 0.287" 0.002" 0.000" 7.591" 2.952" 5.607" 378.3 " 15.00 " 22.45 " 1.546" 0.211" 0.000" 23
24 0.328" 0.003" 0.000" 12.84 " 2.661" 5.756" 217.7 " 14.12 " 66.67 " 1.112" 0.091" 0.000" 24
25 0.373" 0.003" 0.255" 4.800" 2.597" 4.858" 182.7 " 12.91 " 23.18 " 0.850" 0.052" 0.000" 25
26 0.421" 0.002" 3.655" 3.748" 3.306" 4.904" 105.1 " 12.47 " 11.46 " 0.734" 0.007" 0.000" 26
27 0.472" 0.001" 1.615" 4.112" 24.23 " 4.628" 81.35 " 25.85 " 8.166" 0.584" 0.003" 0.000" 27
28 0.527" 0.000" 0.704" 3.918" 24.95 " 4.153" 65.94 " 40.79 " 6.388" 0.612" 0.002" 0.000" 28
29 0.586" 0.362" 3.066" 15.38 " 5.183" 64.04 " 21.61 " 5.022" 14.38 " 0.001" 0.000" 29
30 0.648" 0.243" 2.106" 7.241" 6.337" 50.28 " 18.42 " 4.365" 11.42 " 0.001" 0.000" 30
31 0.715" 0.214" 5.547" 42.06 " 13.29 " 4.828" 0.000" 31
Mean 0.184" 0.818" 0.228" 4.666" 12.12 " 15.78 " 132.8 $ 45.32 " 18.37 " 8.066" 1.023" 0.007"
Median 0.085" 0.824" 0.000" 2.121" 3.726" 6.046" 75.25 $ 30.27 " 11.71 " 5.249" 0.250" 0.000"
Maximum 0.715" 2.073" 3.655" 24.22 " 147.9 " 99.11 " 875.3 $ 167.2 " 66.67 " 45.00 " 5.780" 0.080"
Minimum 0.000" 0.000" 0.000" 0.218" 1.563" 2.969" 4.190$ 12.47 " 4.365" 0.584" 0.001" 0.000"
Total 5.705" 22.91 " 7.077" 140.0 " 375.6 " 473.3 "4117 $1405 " 551.2 " 250.0 " 30.68 " 0.228"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.22 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.925$ $ ... Relative Uncertainty +/-20%
Annual Total 7379 $
Maximum Minimum
Daily 875.3 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.965" 0.377" 1.290" 16.26 " 43.59 " 303.8 " 22.40 " 6.808" 0.568" 0.004" 1
2 0.000" 0.000" 0.457" 0.305" 1.241" 10.72 " 182.9 " 527.2 $ 18.32 " 4.741" 1.025" 0.002" 2
3 0.000" 0.000" 0.297" 0.206" 1.218" 63.34 " 192.7 " 246.2 " 19.83 " 3.749" 0.820" 0.000" 3
4 0.000" 0.000" 0.135" 0.124" 1.432" 114.6 " 99.07 " 301.8 " 19.32 " 3.971" 1.388" 0.000" 4
5 0.000" 0.000" 0.091" 0.095" 1.919" 37.45 " 89.46 " 166.7 " 15.95 " 6.885" 17.70 " 0.000" 5
6 0.000" 0.000" 0.089" 0.103" 1.554" 22.31 " 75.46 " 105.5 " 24.09 " 4.707" 6.026" 0.000" 6
7 0.000" 0.000" 0.066" 0.147" 1.129" 14.96 " 45.59 " 80.44 " 32.59 " 3.782" 2.326" 0.000" 7
8 0.000" 0.000" 0.089" 0.149" 1.116" 11.77 " 37.54 " 65.23 " 116.5 " 3.331" 1.370" 0.000" 8
9 0.000" 0.000" 0.074" 13.12 " 1.717" 9.950" 44.50 " 57.33 " 86.44 " 2.989" 0.955" 0.000" 9
10 0.000" 0.000" 0.026" 71.15 " 1.448" 26.15 " 40.00 " 48.30 " 31.00 " 2.565" 0.740" 0.000" 10
11 0.000" 0.000" 0.021" 31.10 " 1.317" 25.37 " 28.59 " 42.39 " 21.55 " 2.114" 0.602" 0.000" 11
12 0.000" 0.000" 0.017" 7.742" 1.147" 15.70 " 25.64 " 37.03 " 27.73 " 1.800" 0.544" 0.000" 12
13 0.000" 0.000" 0.011" 4.016" 0.952" 22.68 " 31.11 " 32.31 " 49.63 " 1.510" 5.079" 0.000" 13
14 0.000" 0.000" 0.009" 2.493" 0.931" 127.9 " 24.23 " 29.22 " 84.13 " 1.086" 8.183" 0.000" 14
15 0.000" 0.000" 0.008" 1.739" 6.425" 51.42 " 37.67 " 26.38 " 111.3 " 1.148" 3.954" 0.000" 15
16 0.000" 0.000" 0.005" 1.287" 5.958" 44.54 " 146.4 " 24.52 " 62.07 " 0.916" 3.154" 0.000" 16
17 0.000" 0.000" 0.002" 1.017" 2.682" 52.51 " 226.8 " 26.05 " 33.23 " 0.820" 2.127" 0.000" 17
18 0.000" 0.000" 0.000" 0.845" 2.001" 31.30 " 92.89 " 218.4 " 40.52 " 4.587" 1.616" 0.000" 18
19 0.000" 0.000" 0.000" 0.715" 2.061" 20.99 " 62.48 " 92.45 " 44.46 " 28.84 " 1.050" 0.000" 19
20 0.000" 0.000" 0.000" 0.782" 6.448" 17.12 " 184.3 " 56.88 " 24.82 " 17.27 " 0.511" 0.000" 20
21 0.000" 0.000" 0.000" 1.330" 80.15 " 15.17 " 123.6 " 35.91 " 19.04 " 10.12 " 0.261" 0.000" 21
22 0.000" 0.000" 0.000" 1.197" 36.98 " 86.24 " 84.32 " 36.22 " 15.30 " 4.296" 0.176" 0.000" 22
23 0.000" 0.000" 0.000" 0.958" 14.80 " 115.7 " 77.65 " 30.63 " 11.96 " 2.566" 0.111" 0.000" 23
24 0.000" 0.000" 0.000" 0.799" 8.699" 36.39 " 111.3 " 24.55 " 10.17 " 1.588" 0.068" 0.000" 24
25 0.000" 0.000" 0.000" 0.723" 5.399" 31.44 " 58.98 " 20.58 " 9.173" 1.139" 0.150" 0.000" 25
26 0.000" 35.14 " 0.000" 0.743" 4.343" 31.16 " 127.1 " 99.15 " 8.195" 0.876" 0.102" 18.04 " 26
27 0.000" 14.34 " 0.015" 1.209" 3.906" 162.0 " 93.08 " 64.91 " 6.739" 0.680" 0.063" 5.707" 27
28 0.000" 3.102" 0.135" 1.397" 43.28 " 74.07 " 52.28 " 51.96 " 5.771" 0.634" 0.035" 1.590" 28
29 0.000" 1.534" 1.449" 77.11 " 38.77 " 109.3 " 45.17 " 5.216" 0.641" 0.012" 0.463" 29
30 0.000" 0.846" 1.373" 67.48 " 38.54 " 123.7 " 30.00 " 5.940" 0.592" 0.005" 0.210" 30
31 0.000" 0.513" 25.53 " 90.07 " 24.18 " 0.440" 0.140" 31
Mean 0.000" 1.878" 0.174" 4.956" 13.28 " 45.55 " 89.10 " 95.21 $ 32.78 " 4.103" 2.024" 0.844"
Median 0.000" 0.000" 0.017" 0.988" 2.061" 31.37 " 84.32 " 48.30 $ 21.98 " 2.565" 0.780" 0.000"
Maximum 0.000" 35.14 " 1.534" 71.15 " 80.15 " 162.0 " 226.8 " 527.2 $ 116.5 " 28.84 " 17.70 " 18.04 "
Minimum 0.000" 0.000" 0.000" 0.095" 0.931" 9.950" 24.23 " 20.58 $ 5.216" 0.440" 0.005" 0.000"
Total 0.000" 52.58 " 5.403" 148.7 " 411.7 "1367 "2762 "2952 $ 983.3 " 127.2 " 60.72 " 26.16 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 24.37 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.554$ $ ... Relative Uncertainty +/-20%
Annual Total 8896 $
Maximum Minimum
Daily 527.2 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.123" 0.000" 0.000" 0.473" 1.268" 6.849" 167.8 " 23.24 " 81.03 " 9.397" 0.526" 1.377" 1
2 0.100" 0.000" 0.000" 0.965" 1.339" 5.128" 183.4 " 64.27 " 99.40 " 18.82 " 0.389" 1.156" 2
3 0.037" 0.000" 0.000" 1.218" 1.693" 4.632" 106.8 " 75.24 " 491.8 $ 28.85 " 0.286" 0.702" 3
4 0.011" 0.000" 0.000" 1.007" 18.98 " 4.617" 81.58 " 67.52 " 148.4 " 18.17 " 0.227" 0.399" 4
5 0.006" 0.000" 0.000" 0.765" 17.50 " 4.055" 79.77 " 109.6 " 189.4 " 34.22 " 0.304" 0.245" 5
6 0.003" 0.000" 0.000" 0.561" 20.38 " 3.598" 54.22 " 90.48 " 139.9 " 73.90 " 0.269" 0.157" 6
7 0.001" 0.000" 0.000" 0.450" 10.89 " 3.550" 54.18 " 73.54 " 76.79 " 55.40 " 2.286" 0.088" 7
8 0.000" 0.000" 0.000" 18.56 " 4.827" 3.312" 48.17 " 46.06 " 96.94 " 23.09 " 2.553" 0.315" 8
9 0.000" 0.000" 0.000" 19.56 " 3.440" 3.004" 44.42 " 144.3 " 165.5 " 16.11 " 1.605" 1.355" 9
10 0.000" 43.51 " 0.000" 49.73 " 2.998" 3.433" 92.29 " 142.7 " 76.62 " 13.82 " 0.964" 0.953" 10
11 0.000" 4.477" 0.000" 7.439" 2.876" 45.79 " 51.75 " 131.5 " 56.93 " 12.72 " 0.630" 0.377" 11
12 0.000" 1.493" 0.000" 3.354" 2.724" 70.15 " 43.47 " 63.46 " 47.98 " 12.90 " 0.427" 0.189" 12
13 0.000" 0.910" 0.000" 2.287" 3.512" 31.55 " 253.2 " 54.65 " 40.75 " 11.07 " 0.496" 0.048" 13
14 0.000" 1.364" 0.000" 1.926" 12.93 " 59.90 " 102.8 " 53.87 " 32.76 " 9.197" 2.629" 0.003" 14
15 0.000" 0.608" 0.000" 1.724" 5.403" 72.04 " 58.30 " 76.06 " 30.97 " 7.708" 2.934" 0.013" 15
16 0.000" 0.421" 0.000" 1.342" 3.097" 155.7 " 79.51 " 62.60 " 31.19 " 6.748" 4.714" 0.109" 16
17 0.000" 0.273" 0.899" 1.370" 2.407" 177.2 " 145.5 " 38.07 " 41.95 " 5.522" 3.490" 0.031" 17
18 0.000" 0.220" 5.335" 1.575" 2.210" 72.20 " 64.00 " 38.32 " 36.76 " 4.957" 3.454" 0.023" 18
19 0.000" 0.156" 65.74 " 1.552" 2.338" 39.09 " 74.17 " 40.93 " 25.55 " 4.341" 36.06 " 0.013" 19
20 0.000" 0.110" 25.84 " 1.072" 2.224" 52.68 " 56.41 " 33.15 " 59.81 " 3.544" 26.93 " 0.004" 20
21 0.000" 0.059" 7.082" 0.902" 15.78 " 155.2 " 39.10 " 27.39 " 38.76 " 2.951" 10.55 " 0.000" 21
22 0.000" 0.018" 3.749" 0.858" 15.90 " 44.76 " 33.55 " 26.16 " 65.89 " 2.863" 5.225" 0.000" 22
23 0.000" 0.008" 2.217" 0.842" 48.75 " 31.18 " 28.99 " 24.84 " 47.85 " 2.560" 3.977" 0.000" 23
24 0.000" 0.011" 1.588" 0.819" 64.41 " 100.1 " 27.74 " 28.21 " 26.36 " 2.269" 2.802" 0.000" 24
25 0.000" 0.010" 1.156" 0.783" 22.01 " 64.96 " 41.86 " 85.59 " 20.70 " 2.074" 1.836" 0.000" 25
26 0.000" 0.006" 0.930" 0.777" 10.48 " 91.33 " 50.25 " 106.5 " 17.93 " 1.844" 1.369" 0.000" 26
27 0.000" 0.002" 0.710" 1.084" 8.299" 284.9 $ 47.81 " 143.6 " 15.31 " 1.865" 0.952" 0.000" 27
28 0.000" 0.000" 0.606" 2.426" 10.02 " 569.5 $ 86.45 " 335.2 " 11.84 " 1.668" 0.616" 0.000" 28
29 0.000" 0.000" 0.581" 2.214" 18.19 " 213.9 " 48.11 " 105.2 " 10.70 " 1.322" 0.694" 0.000" 29
30 0.000" 0.558" 1.569" 14.74 " 243.8 " 32.88 " 83.95 " 9.908" 0.978" 1.662" 0.000" 30
31 0.000" 0.503" 10.69 " 27.14 " 155.3 " 0.703" 0.000" 31
Mean 0.009" 1.850" 3.790" 4.307" 11.69 " 87.27 $ 74.37 " 82.30 " 74.52 $ 12.63 " 4.029" 0.244"
Median 0.000" 0.010" 0.000" 1.280" 8.299" 49.23 $ 54.22 " 67.52 " 44.90 $ 6.748" 1.633" 0.023"
Maximum 0.123" 43.51 " 65.74 " 49.73 " 64.41 " 569.5 $ 253.2 " 335.2 " 491.8 $ 73.90 " 36.06 " 1.377"
Minimum 0.000" 0.000" 0.000" 0.450" 1.268" 3.004$ 27.14 " 23.24 " 9.908$ 0.703" 0.227" 0.000"
Total 0.279" 53.65 " 117.5 " 129.2 " 362.3 "2618 $2306 "2551 "2236 $ 391.6 " 120.9 " 7.559"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 29.76 $ " ... Relative Uncertainty +/-10%
Ann. Median 3.001$ $ ... Relative Uncertainty +/-20%
Annual Total 10894 $
Maximum Minimum
Daily 569.5 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 4.383" 7.781" 7.844" 41.00 " 42.72 " 23.03 " 53.51 " 2.083" 0.006" 1
2 0.000" 0.000" 0.000" 3.911" 13.57 " 7.898" 152.4 " 32.03 " 19.77 " 71.79 " 1.782" 0.003" 2
3 0.000" 0.000" 0.000" 20.17 " 13.92 " 6.873" 44.79 " 26.33 " 16.06 " 20.47 " 1.320" 0.001" 3
4 0.000" 0.000" 0.000" 9.839" 9.711" 5.745" 43.16 " 152.4 " 101.4 " 13.39 " 0.979" 0.000" 4
5 0.000" 0.000" 0.000" 5.726" 10.36 " 5.254" 29.97 " 80.11 " 38.09 " 9.907" 0.737" 0.000" 5
6 0.000" 141.7 " 0.000" 4.982" 7.574" 4.962" 22.43 " 266.7 " 119.3 " 7.396" 0.581" 0.000" 6
7 0.000" 110.5 " 0.000" 4.525" 5.167" 4.667" 18.64 " 121.4 " 122.5 " 8.278" 0.527" 0.000" 7
8 0.000" 40.02 " 0.000" 3.984" 4.184" 8.799" 16.49 " 125.7 " 91.08 " 8.198" 0.440" 0.000" 8
9 0.000" 53.89 " 0.000" 3.607" 3.855" 25.11 " 20.78 " 106.1 " 37.05 " 5.702" 2.304" 0.000" 9
10 0.000" 38.29 " 0.000" 3.874" 3.751" 14.92 " 41.39 " 54.14 " 25.16 " 4.458" 4.780" 0.000" 10
11 0.000" 23.85 " 0.000" 3.513" 3.462" 9.117" 97.96 " 48.28 " 19.63 " 3.952" 3.639" 0.000" 11
12 0.000" 21.38 " 0.000" 3.625" 3.315" 6.769" 75.52 " 87.36 " 71.86 " 3.670" 2.558" 0.000" 12
13 0.000" 18.79 " 0.000" 3.326" 3.228" 5.428" 34.90 " 51.60 " 65.63 " 3.040" 2.185" 0.000" 13
14 0.000" 14.77 " 0.000" 2.932" 3.070" 4.701" 31.10 " 36.01 " 30.69 " 2.756" 1.374" 0.000" 14
15 0.000" 9.769" 0.000" 2.800" 3.020" 4.864" 35.78 " 38.17 " 34.21 " 2.988" 1.119" 0.000" 15
16 0.000" 5.708" 0.000" 2.695" 3.018" 15.98 " 80.81 " 39.21 " 55.12 " 4.420" 3.105" 0.000" 16
17 0.000" 2.677" 1.905" 2.668" 3.138" 11.73 " 31.13 " 28.36 " 44.34 " 2.952" 4.334" 0.000" 17
18 0.000" 0.696" 9.449" 2.705" 37.68 " 30.70 " 21.35 " 24.47 " 45.50 " 2.370" 3.150" 0.000" 18
19 0.000" 0.015"2092 $ 3.544" 25.02 " 13.71 " 18.06 " 21.67 " 28.75 " 2.175" 1.754" 0.000" 19
20 0.000" 0.000"1211 $ 3.158" 17.10 " 12.90 " 17.16 " 18.86 " 19.40 " 2.135" 1.092" 0.000" 20
21 0.000" 0.000" 83.63 " 2.865" 9.135" 10.38 " 16.82 " 16.92 " 15.14 " 2.262" 0.737" 0.000" 21
22 0.000" 0.000" 37.31 " 2.558" 6.485" 7.698" 96.50 " 15.39 " 11.91 " 2.044" 0.500" 0.000" 22
23 0.000" 0.000" 21.60 " 2.520" 5.768" 6.326" 45.82 " 14.52 " 10.94 " 2.326" 0.294" 0.000" 23
24 0.000" 0.000" 14.93 " 2.281" 5.833" 5.864" 26.73 " 13.57 " 9.614" 2.405" 0.158" 0.000" 24
25 0.000" 0.000" 11.71 " 2.285" 5.946" 27.84 " 23.75 " 51.57 " 8.064" 2.480" 0.067" 0.000" 25
26 0.000" 0.000" 8.979" 2.222" 4.894" 87.61 " 42.97 " 29.28 " 6.972" 2.068" 0.074" 0.000" 26
27 0.000" 0.000" 7.579" 2.067" 5.831" 130.2 " 53.94 " 19.95 " 6.014" 7.071" 0.071" 0.000" 27
28 0.000" 0.000" 6.442" 2.162" 93.12 " 52.72 " 42.22 " 16.75 " 5.291" 6.097" 0.075" 0.000" 28
29 0.000" 5.361" 2.417" 30.05 " 81.98 " 149.2 " 75.50 " 9.114" 3.910" 0.044" 0.000" 29
30 0.000" 5.375" 2.515" 12.55 " 35.24 " 68.46 " 71.94 " 22.72 " 2.910" 0.016" 0.000" 30
31 0.000" 4.998" 8.946" 95.17 " 39.13 " 2.603" 0.000" 31
Mean 0.000" 17.21 " 113.6 $ 3.995" 11.95 " 21.79 " 49.56 " 56.97 " 37.15 " 8.701" 1.396" 0.000"
Median 0.000" 0.007" 0.000$ 3.045" 5.946" 8.958" 41.00 " 39.13 " 24.10 " 3.670" 1.036" 0.000"
Maximum 0.000" 141.7 "2092 $ 20.17 " 93.12 " 130.2 " 152.4 " 266.7 " 122.5 " 71.79 " 4.780" 0.006"
Minimum 0.000" 0.000" 0.000$ 2.067" 3.018" 4.667" 16.49 " 13.57 " 5.291" 2.044" 0.016" 0.000"
Total 0.000" 482.0 "3522 $ 119.9 " 370.5 " 653.8 "1536 "1766 "1114 " 269.7 " 41.88 " 0.010"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 27.06 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.701$ $ ... Relative Uncertainty +/-20%
Annual Total 9877 $
Maximum Minimum
Daily 2092 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.573" 98.50 " 202.8 " 12.51 " 13.02 " 4.764" 0.168" 0.209" 1
2 0.000" 0.000" 0.000" 0.000" 0.549" 90.88 " 63.96 " 11.30 " 38.55 " 4.595" 0.183" 0.143" 2
3 0.000" 0.000" 0.000" 0.000" 0.469" 28.16 " 95.72 " 33.35 " 27.85 " 5.240" 0.144" 0.104" 3
4 0.000" 0.000" 0.000" 0.000" 0.455" 19.63 " 73.55 " 418.9 $ 15.48 " 4.117" 0.118" 0.047" 4
5 0.000" 0.000" 0.000" 0.000" 0.495" 15.22 " 55.79 " 132.9 " 11.43 " 3.586" 0.073" 0.014" 5
6 0.000" 0.000" 0.000" 0.000" 0.555" 12.17 " 79.71 " 64.48 " 10.60 " 2.421" 0.043" 0.004" 6
7 0.000" 0.000" 0.000" 0.000" 0.545" 14.39 " 43.78 " 46.25 " 11.54 " 2.027" 0.039" 0.001" 7
8 0.000" 0.000" 0.000" 0.000" 0.513" 16.35 " 100.6 " 36.96 " 8.079" 1.643" 0.052" 0.000" 8
9 0.000" 0.000" 0.000" 0.000" 0.502" 12.60 " 108.0 " 57.43 " 6.205" 1.256" 0.007" 0.000" 9
10 0.000" 0.000" 0.000" 0.000" 0.512" 8.405" 68.18 " 116.4 " 65.55 " 1.219" 0.005" 0.000" 10
11 0.000" 0.000" 0.000" 0.000" 0.542" 9.763" 40.82 " 90.75 " 59.03 " 1.235" 0.001" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 0.669" 8.347" 33.92 " 50.35 " 18.21 " 1.124" 0.001" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 0.842" 6.641" 59.05 " 31.32 " 14.19 " 1.486" 0.000" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 1.059" 6.268" 57.85 " 24.97 " 13.96 " 9.375" 0.000" 0.000" 14
15 0.000" 0.000" 0.000" 0.101" 1.034" 5.993" 42.19 " 22.38 " 9.245" 6.835" 0.000" 0.000" 15
16 0.000" 0.000" 0.000" 0.275" 1.252" 5.437" 73.70 " 19.70 " 7.262" 3.590" 0.000" 0.000" 16
17 0.000" 0.000" 0.000" 0.288" 1.108" 5.505" 77.45 " 17.22 " 6.560" 2.282" 0.000" 0.000" 17
18 0.000" 0.000" 0.000" 0.308" 0.963" 6.085" 42.88 " 16.89 " 5.926" 1.544" 0.000" 0.000" 18
19 0.000" 0.000" 0.000" 0.371" 0.947" 36.29 " 32.98 " 15.32 " 5.427" 1.040" 0.000" 0.000" 19
20 0.000" 0.000" 0.000" 0.453" 2.470" 207.0 " 26.72 " 12.99 " 4.971" 0.787" 0.000" 0.000" 20
21 0.000" 0.000" 0.000" 0.572" 6.924" 104.7 " 23.57 " 13.97 " 4.251" 0.672" 0.000" 0.000" 21
22 0.000" 0.000" 0.000" 0.665" 8.736" 50.18 " 48.42 " 24.50 " 3.393" 0.553" 0.000" 0.000" 22
23 0.000" 0.000" 0.000" 0.543" 29.76 " 29.74 " 33.53 " 16.04 " 2.997" 0.494" 0.000" 0.000" 23
24 0.000" 0.000" 0.000" 0.479" 72.64 " 32.47 " 34.98 " 12.83 " 2.778" 0.438" 0.000" 0.000" 24
25 0.000" 0.000" 0.000" 0.497" 39.23 " 24.50 " 22.95 " 10.88 " 2.712" 0.434" 0.000" 0.000" 25
26 0.000" 0.000" 0.000" 0.496" 10.03 " 19.81 " 17.99 " 12.43 " 2.590" 0.409" 1.103" 0.000" 26
27 0.000" 0.000" 0.000" 0.494" 5.860" 74.30 " 16.24 " 25.54 " 2.862" 0.357" 1.172" 0.000" 27
28 0.000" 0.000" 0.000" 0.497" 4.871" 31.05 " 17.71 " 16.98 " 2.713" 0.264" 0.483" 0.000" 28
29 0.000" 0.000" 0.492" 135.1 " 20.59 " 15.06 " 12.24 " 2.903" 0.222" 0.564" 0.000" 29
30 0.000" 0.000" 0.570" 130.1 " 23.01 " 13.07 " 13.42 " 4.626" 0.214" 0.344" 0.000" 30
31 0.000" 0.000" 32.33 " 13.64 " 12.98 " 0.174" 0.000" 31
Mean 0.000" 0.000" 0.000" 0.237" 15.86 " 34.13 " 52.80 " 45.30 $ 12.83 " 2.077" 0.150" 0.017"
Median 0.000" 0.000" 0.000" 0.188" 1.034" 19.72 " 42.88 " 19.70 $ 6.911" 1.235" 0.003" 0.000"
Maximum 0.000" 0.000" 0.000" 0.665" 135.1 " 207.0 " 202.8 " 418.9 $ 65.55 " 9.375" 1.172" 0.209"
Minimum 0.000" 0.000" 0.000" 0.000" 0.455" 5.437" 13.07 " 10.88 $ 2.590" 0.174" 0.000" 0.000"
Total 0.000" 0.000" 0.000" 7.100" 491.6 "1024 "1637 "1404 $ 384.9 " 64.40 " 4.499" 0.522"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.75 $ " ... Relative Uncertainty +/-10%
Ann. Median 0.495$ $ ... Relative Uncertainty +/-20%
Annual Total 5018 $
Maximum Minimum
Daily 418.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.560" 3.082" 5.307" 48.03 " 15.00 " 5.973" 4.581" 0.043" 1
2 0.000" 0.000" 0.000" 0.000" 0.512" 3.673" 5.888" 36.87 " 18.66 " 5.052" 4.549" 0.035" 2
3 0.000" 0.000" 0.000" 0.000" 0.433" 3.248" 5.531" 30.25 " 236.9 " 3.959" 3.004" 0.003" 3
4 0.000" 0.000" 0.000" 0.000" 0.398" 2.728" 4.836" 24.41 " 71.83 " 3.558" 1.616" 0.001" 4
5 0.000" 0.000" 0.000" 0.000" 0.434" 3.385" 5.075" 20.74 " 52.46 " 3.304" 0.959" 0.000" 5
6 0.000" 0.000" 0.000" 0.000" 0.447" 26.27 " 26.55 " 18.24 " 204.4 " 3.409" 1.228" 0.000" 6
7 0.000" 0.000" 0.000" 0.000" 0.464" 97.86 " 12.60 " 16.53 " 227.8 " 3.047" 2.126" 0.000" 7
8 0.000" 0.000" 0.000" 0.000" 0.493" 131.8 " 149.0 " 18.58 " 75.93 " 2.622" 2.410" 0.000" 8
9 0.000" 0.000" 0.000" 0.000" 0.628" 41.36 " 162.7 " 180.4 " 69.04 " 2.832" 1.977" 0.000" 9
10 0.000" 0.000" 0.000" 0.000" 2.347" 16.67 " 47.32 " 97.93 " 44.21 " 3.212" 1.044" 0.000" 10
11 0.000" 0.000" 0.000" 0.000" 5.642" 11.52 " 41.21 " 57.63 " 35.17 " 7.010" 0.708" 0.000" 11
12 0.000" 0.000" 0.000" 0.000" 16.24 " 8.711" 96.12 " 81.59 " 47.60 " 5.510" 0.395" 0.000" 12
13 0.000" 0.000" 0.000" 0.000" 6.113" 9.962" 50.36 " 169.8 " 75.01 " 3.124" 0.234" 0.000" 13
14 0.000" 0.000" 0.000" 0.000" 6.203" 9.377" 33.05 " 51.18 " 36.86 " 2.079" 0.165" 0.000" 14
15 0.000" 0.000" 0.000" 0.207" 2.626" 6.498" 28.41 " 37.66 " 28.27 " 1.518" 0.138" 0.000" 15
16 0.000" 0.000" 0.000" 0.468" 1.746" 5.228" 18.72 " 32.29 " 21.56 " 2.061" 0.093" 0.000" 16
17 0.000" 0.000" 0.000" 0.412" 4.552" 4.799" 13.57 " 92.77 " 18.97 " 62.08 " 0.059" 0.000" 17
18 0.000" 0.000" 0.000" 0.352" 8.996" 4.239" 13.06 " 44.13 " 18.51 " 119.3 " 0.039" 0.000" 18
19 0.000" 0.000" 0.000" 0.323" 3.356" 3.809" 73.74 " 44.83 " 22.11 " 24.47 " 0.032" 0.000" 19
20 0.000" 0.000" 0.000" 0.306" 2.080" 7.178" 227.8 " 57.56 " 23.09 " 8.545" 0.022" 0.000" 20
21 0.000" 0.000" 0.000" 0.302" 2.183" 8.857" 101.0 " 36.92 " 15.62 " 5.150" 0.005" 0.000" 21
22 0.000" 0.000" 0.000" 0.321" 17.35 " 7.016" 49.99 " 53.29 " 13.74 " 3.568" 0.002" 0.000" 22
23 0.000" 0.000" 0.000" 0.356" 80.59 " 10.97 " 35.97 " 39.00 " 11.19 " 2.684" 0.001" 0.000" 23
24 0.000" 0.000" 0.000" 0.415" 23.50 " 7.991" 88.19 " 68.57 " 9.612" 2.103" 0.001" 1.521" 24
25 0.000" 0.000" 0.000" 0.387" 7.880" 27.57 " 147.2 " 45.58 " 8.133" 1.552" 0.000" 2.490" 25
26 0.000" 0.000" 0.000" 0.336" 5.005" 16.82 " 64.11 " 53.88 " 6.622" 1.168" 0.000" 1.533" 26
27 0.000" 0.000" 0.000" 0.578" 3.762" 10.46 " 56.16 " 30.61 " 6.097" 0.976" 0.000" 0.790" 27
28 0.000" 0.000" 0.000" 1.129" 8.117" 7.361" 55.71 " 22.13 " 7.849" 0.801" 0.167" 9.070" 28
29 0.000" 0.000" 0.841" 8.575" 5.781" 255.6 " 20.46 " 7.600" 2.099" 0.085" 8.952" 29
30 0.000" 0.000" 0.616" 4.173" 5.696" 113.8 " 19.87 " 5.999" 5.580" 0.072" 2.354" 30
31 0.000" 0.000" 3.167" 61.29 " 16.14 " 5.679" 0.934" 31
Mean 0.000" 0.000" 0.000" 0.245" 7.373" 17.00 " 66.12 " 50.58 " 47.86 " 9.809" 0.857" 0.894"
Median 0.000" 0.000" 0.000" 0.255" 3.356" 7.676" 49.99 " 39.00 " 21.83 " 3.304" 0.152" 0.000"
Maximum 0.000" 0.000" 0.000" 1.129" 80.59 " 131.8 " 255.6 " 180.4 " 236.9 " 119.3 " 4.581" 9.070"
Minimum 0.000" 0.000" 0.000" 0.000" 0.398" 2.728" 4.836" 16.14 " 5.999" 0.801" 0.000" 0.000"
Total 0.000" 0.000" 0.000" 7.349" 228.6 " 509.9 "2050 "1568 "1436 " 304.1 " 25.71 " 27.73 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 16.87 " " ... Relative Uncertainty +/-10%
Ann. Median 1.533"
Annual Total 6157 "
Maximum Minimum
Daily 255.6 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.428" 0.000" 0.000" 0.000" 0.492" 11.97 " 87.87 " 438.7 " 27.45 " 36.11 " 3.799" 0.295" 1
2 0.212" 0.000" 0.000" 0.000" 0.586" 4.671" 67.43 " 202.7 " 22.12 " 29.56 " 2.978" 0.283" 2
3 0.131" 0.000" 0.000" 0.000" 0.626" 3.569" 239.0 " 148.2 " 24.61 " 24.22 " 2.298" 0.175" 3
4 0.103" 0.000" 0.000" 0.000" 0.927" 2.537" 71.38 " 121.3 " 20.04 " 19.84 " 1.781" 0.104" 4
5 0.015" 0.000" 0.000" 0.000" 1.869" 1.970" 48.68 " 161.0 " 15.66 " 16.39 " 1.340" 0.082" 5
6 0.005" 0.000" 0.000" 0.000" 1.598" 1.771" 39.96 " 105.2 " 41.70 " 13.67 " 1.679" 0.060" 6
7 0.001" 0.000" 0.000" 0.000" 1.161" 1.843" 44.45 " 83.57 " 45.05 " 11.37 " 7.097" 0.052" 7
8 0.000" 0.000" 0.000" 0.000" 2.428" 1.981" 147.3 " 66.93 " 46.52 " 9.372" 4.317" 0.038" 8
9 0.000" 0.000" 0.000" 0.000" 3.277" 2.258" 48.26 " 55.62 " 33.49 " 10.05 " 1.851" 0.019" 9
10 0.000" 0.000" 0.000" 0.000" 3.524" 6.457" 32.33 " 107.2 " 662.9 $ 27.28 " 1.117" 0.003" 10
11 0.000" 0.000" 0.000" 0.000" 2.869" 5.365" 25.58 " 153.1 " 233.9 " 19.81 " 0.683" 0.003" 11
12 0.000" 0.000" 0.000" 0.492" 1.621" 3.822" 22.74 " 105.6 " 89.56 " 11.24 " 0.419" 0.309" 12
13 0.000" 0.000" 0.000" 0.261" 1.243" 4.419" 21.99 " 215.4 " 62.90 " 8.159" 0.276" 0.971" 13
14 0.000" 0.000" 0.000" 0.326" 1.016" 3.510" 20.22 " 86.65 " 110.1 " 7.374" 0.351" 0.406" 14
15 0.000" 0.000" 0.000" 0.266" 1.065" 23.61 " 26.54 " 81.02 " 317.4 " 7.485" 23.14 " 0.163" 15
16 0.000" 0.000" 0.000" 0.300" 1.226" 45.12 " 124.0 " 57.19 " 219.5 " 6.193" 14.82 " 0.091" 16
17 0.000" 0.000" 0.000" 0.348" 1.229" 19.97 " 477.2 $ 46.03 " 123.6 " 5.208" 4.799" 0.059" 17
18 0.000" 0.000" 0.000" 0.412" 1.025" 94.96 " 517.8 $ 39.10 " 251.7 " 4.784" 2.321" 0.023" 18
19 0.000" 0.000" 0.000" 4.267" 0.965" 114.6 " 190.4 " 33.80 " 86.68 " 4.369" 1.408" 0.002" 19
20 0.000" 0.000" 0.000" 6.681" 0.920" 98.49 " 105.7 " 95.77 " 61.01 " 4.276" 0.861" 0.001" 20
21 0.000" 0.000" 0.000" 2.505" 0.953" 175.7 " 192.8 " 102.1 " 57.84 " 64.58 " 0.571" 0.000" 21
22 0.000" 0.000" 0.000" 1.131" 1.049" 57.74 " 305.4 " 49.30 " 214.6 " 96.00 " 0.334" 0.000" 22
23 0.000" 0.000" 0.000" 0.751" 1.283" 33.31 " 366.3 $ 50.36 " 72.64 " 66.43 " 0.158" 0.000" 23
24 0.000" 0.000" 0.000" 0.601" 1.300" 23.34 " 492.4 $ 98.99 " 50.92 " 44.28 " 0.079" 0.000" 24
25 0.000" 0.000" 0.000" 0.648" 1.183" 16.07 " 219.3 " 48.05 " 42.83 " 15.73 " 0.061" 0.000" 25
26 0.000" 0.000" 0.000" 0.695" 1.040" 19.80 " 126.5 " 37.15 " 93.43 " 9.733" 0.076" 0.000" 26
27 0.000" 0.000" 0.000" 0.633" 0.954" 115.2 " 451.2 $ 64.48 " 195.6 " 7.137" 0.062" 0.000" 27
28 0.000" 0.000" 0.000" 0.511" 1.010" 146.7 " 271.1 " 79.81 " 85.34 " 5.414" 0.075" 0.000" 28
29 0.000" 0.000" 0.000" 0.426" 1.037" 54.59 " 167.3 " 42.19 " 62.04 " 4.130" 0.056" 0.000" 29
30 0.000" 0.000" 0.428" 1.150" 216.6 " 257.5 " 33.20 " 44.92 " 4.851" 0.116" 0.000" 30
31 0.000" 0.000" 69.25 " 560.3 $ 38.61 " 5.242" 0.000" 31
Mean 0.029" 0.000" 0.000" 0.723" 3.545" 43.73 " 186.1 $ 98.33 " 113.9 $ 19.36 " 2.631" 0.101"
Median 0.000" 0.000" 0.000" 0.337" 1.150" 17.93 " 126.5 $ 81.02 " 62.47 $ 10.05 " 0.989" 0.019"
Maximum 0.428" 0.000" 0.000" 6.681" 69.25 " 216.6 " 560.3 $ 438.7 " 662.9 $ 96.00 " 23.14 " 0.971"
Minimum 0.000" 0.000" 0.000" 0.000" 0.492" 1.771" 20.22 $ 33.20 " 15.66 $ 4.130" 0.056" 0.000"
Total 0.896" 0.000" 0.000" 21.68 " 109.9 "1312 "5769 $3048 "3416 $ 600.3 " 78.93 " 3.141"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 39.23 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.204$ $ ... Relative Uncertainty +/-20%
Annual Total 14360 $
Maximum Minimum
Daily 662.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.170" 1.872" 8.357" 45.23 " 6.667" 9.554" 35.55 " 4.605" 0.280" 0.146" 1
2 0.000" 0.000" 0.204" 1.102" 4.683" 33.67 " 6.182" 9.021" 46.00 " 3.976" 0.253" 0.071" 2
3 0.000" 0.000" 0.143" 0.681" 2.365" 61.26 " 19.67 " 9.746" 22.54 " 3.676" 0.217" 0.034" 3
4 0.000" 0.000" 0.123" 0.626" 1.670" 97.15 " 19.70 " 130.5 " 16.63 " 3.074" 0.205" 0.034" 4
5 0.000" 0.000" 0.148" 0.720" 1.458" 44.14 " 14.28 " 66.63 " 19.95 " 2.573" 0.197" 0.055" 5
6 0.000" 0.000" 0.166" 0.546" 1.206" 22.55 " 73.45 " 29.85 " 48.38 " 2.186" 0.167" 0.055" 6
7 0.000" 0.000" 0.127" 0.625" 0.981" 20.13 " 63.08 " 21.76 " 24.06 " 2.060" 0.108" 0.027" 7
8 0.000" 0.000" 0.074" 0.643" 0.862" 38.26 " 24.43 " 21.39 " 17.91 " 2.736" 0.084" 0.010" 8
9 0.000" 0.000" 0.080" 0.554" 0.798" 46.72 " 29.71 " 177.3 " 34.40 " 16.81 " 0.117" 0.007" 9
10 0.000" 0.000" 0.100" 0.584" 0.871" 23.22 " 17.66 " 92.49 " 21.59 " 45.58 " 0.115" 0.003" 10
11 0.000" 0.000" 0.063" 1.227" 1.273" 55.50 " 13.89 " 40.34 " 18.03 " 14.88 " 0.093" 0.001" 11
12 0.000" 0.000" 0.014" 1.184" 3.285" 24.88 " 12.14 " 30.88 " 15.34 " 6.159" 0.272" 0.000" 12
13 0.000" 0.000" 0.004" 0.921" 6.213" 17.10 " 62.21 " 24.32 " 14.63 " 4.110" 0.696" 0.000" 13
14 0.000" 0.000" 0.002" 0.721" 4.354" 13.08 " 44.47 " 41.29 " 12.84 " 3.137" 0.486" 0.000" 14
15 0.000" 0.000" 0.002" 0.694" 3.246" 10.08 " 20.14 " 165.0 " 10.79 " 2.518" 0.307" 0.000" 15
16 0.000" 0.000" 0.031" 0.678" 2.848" 8.960" 16.20 " 83.41 " 9.180" 2.147" 0.225" 0.000" 16
17 0.000" 0.000" 0.254" 0.669" 2.865" 8.404" 13.16 " 40.14 " 8.057" 1.951" 0.152" 0.000" 17
18 0.000" 0.000" 0.273" 0.644" 35.02 " 7.484" 11.42 " 29.94 " 7.290" 1.452" 0.104" 0.000" 18
19 0.000" 0.000" 0.191" 0.604" 20.03 " 18.01 " 10.32 " 25.48 " 8.154" 1.172" 0.102" 0.000" 19
20 0.000" 0.000" 0.144" 0.698" 6.242" 49.90 " 9.491" 20.64 " 7.913" 0.880" 0.131" 0.000" 20
21 0.000" 0.477" 0.092" 0.928" 4.113" 26.33 " 8.679" 17.95 " 6.950" 0.752" 0.355" 0.000" 21
22 0.000" 0.922" 0.054" 0.854" 3.267" 17.01 " 7.969" 17.44 " 6.276" 0.698" 1.275" 0.000" 22
23 0.000" 0.879" 0.047" 0.874" 17.71 " 21.85 " 7.894" 15.64 " 5.468" 0.789" 0.709" 0.000" 23
24 0.000" 1.497" 0.141" 0.782" 15.28 " 13.59 " 11.85 " 13.54 " 8.710" 0.800" 0.373" 0.000" 24
25 0.000" 1.022" 0.262" 0.755" 34.44 " 18.41 " 15.84 " 11.98 " 8.346" 1.166" 0.439" 0.000" 25
26 0.000" 0.770" 0.233" 0.805" 10.54 " 13.02 " 11.27 " 12.41 " 6.326" 0.776" 0.573" 0.000" 26
27 0.000" 0.578" 0.194" 1.560" 5.718" 10.09 " 22.62 " 27.57 " 5.255" 0.578" 0.661" 0.000" 27
28 0.000" 0.276" 1.123" 1.563" 4.528" 9.579" 16.01 " 60.84 " 4.610" 0.535" 0.519" 0.000" 28
29 0.000" 1.887" 1.433" 3.648" 9.260" 19.32 " 36.32 " 4.187" 0.442" 0.491" 0.000" 29
30 0.000" 3.499" 3.383" 10.10 " 7.920" 13.93 " 21.35 " 3.842" 0.316" 0.264" 0.000" 30
31 0.000" 2.764" 45.85 " 10.95 " 15.96 " 0.286" 0.000" 31
Mean 0.000" 0.229" 0.407" 0.964" 8.510" 26.43 " 20.47 " 42.60 " 15.31 " 4.285" 0.332" 0.014"
Median 0.000" 0.000" 0.143" 0.738" 4.113" 19.27 " 14.28 " 25.48 " 9.986" 2.060" 0.258" 0.000"
Maximum 0.000" 1.497" 3.499" 3.383" 45.85 " 97.15 " 73.45 " 177.3 " 48.38 " 45.58 " 1.275" 0.146"
Minimum 0.000" 0.000" 0.002" 0.546" 0.798" 7.484" 6.182" 9.021" 3.842" 0.286" 0.084" 0.000"
Total 0.000" 6.422" 12.61 " 28.93 " 263.8 " 792.8 " 634.6 "1321 " 459.2 " 132.8 " 9.969" 0.443"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 10.03 " " ... Relative Uncertainty +/-10%
Ann. Median 1.102"
Annual Total 3662 "
Maximum Minimum
Daily 177.3 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.289" 0.787" 2.874" 13.04 " 84.75 " 161.0 " 56.50 " 1.154" 0.239" 1
2 0.000" 0.000" 0.000" 0.273" 0.770" 2.955" 20.18 " 51.56 " 450.7 " 42.36 " 0.966" 0.841" 2
3 0.000" 0.000" 0.000" 0.246" 0.768" 3.808" 19.76 " 43.86 " 195.7 " 23.38 " 0.811" 0.522" 3
4 0.000" 0.000" 0.000" 0.220" 0.848" 6.560" 178.0 " 26.78 " 128.5 " 16.81 " 0.631" 0.312" 4
5 0.000" 0.000" 0.000" 0.240" 0.988" 38.98 " 79.10 " 95.97 " 81.98 " 15.46 " 0.550" 0.138" 5
6 0.000" 0.000" 0.000" 0.254" 1.029" 10.48 " 169.5 " 61.59 " 65.03 " 14.87 " 0.674" 0.130" 6
7 0.000" 0.000" 0.000" 0.366" 1.004" 5.812" 74.73 " 35.75 " 52.47 " 11.16 " 0.602" 0.139" 7
8 0.000" 0.000" 0.000" 2.931" 1.106" 95.07 " 45.87 " 46.98 " 42.34 " 8.844" 0.416" 0.083" 8
9 0.000" 0.000" 0.000" 2.439" 4.984" 60.23 " 34.64 " 33.46 " 34.26 " 7.637" 0.340" 0.061" 9
10 0.000" 0.000" 3.799" 1.910" 6.021" 285.6 " 27.90 " 48.76 " 31.81 " 36.47 " 0.273" 0.059" 10
11 0.000" 0.000" 5.822" 1.567" 2.926" 103.7 " 25.33 " 58.99 " 27.31 " 20.85 " 0.217" 0.150" 11
12 0.000" 0.000" 2.412" 1.039" 1.977" 28.44 " 21.80 " 37.48 " 33.58 " 16.77 " 0.218" 0.147" 12
13 0.000" 0.000" 1.769" 0.886" 1.821" 34.18 " 18.83 " 30.98 " 67.87 " 15.60 " 0.743" 0.068" 13
14 0.000" 0.000" 1.055" 0.791" 2.080" 21.90 " 17.07 " 23.18 " 32.08 " 13.23 " 1.686" 0.153" 14
15 0.000" 0.000" 0.628" 0.830" 1.896" 13.65 " 13.87 " 19.94 " 26.39 " 9.202" 0.657" 14.61 " 15
16 0.000" 0.000" 0.371" 3.795" 1.721" 11.41 " 12.47 " 19.76 " 22.56 " 10.72 " 0.375" 5.732" 16
17 0.000" 0.000" 0.255" 7.267" 1.572" 61.07 " 14.29 " 25.27 " 25.46 " 35.30 " 0.425" 1.673" 17
18 0.000" 0.000" 0.191" 5.101" 2.872" 87.47 " 88.63 " 127.0 " 24.86 " 24.25 " 20.14 " 0.648" 18
19 0.000" 0.000" 0.132" 3.448" 3.751" 35.97 " 37.55 " 62.78 " 17.98 " 12.36 " 11.13 " 0.272" 19
20 0.000" 0.000" 5.258" 2.869" 3.119" 21.60 " 23.58 " 38.00 " 15.37 " 7.967" 3.873" 0.120" 20
21 0.000" 0.000" 11.29 " 2.440" 11.89 " 14.31 " 125.2 " 28.54 " 125.6 " 6.051" 2.427" 0.081" 21
22 0.000" 0.000" 4.946" 1.853" 11.21 " 11.81 " 79.56 " 21.50 " 67.60 " 4.962" 1.939" 0.049" 22
23 0.000" 0.000" 1.789" 1.579" 4.619" 10.24 " 39.81 " 19.15 " 33.34 " 3.875" 1.483" 0.022" 23
24 0.000" 0.000" 0.995" 1.592" 2.918" 8.762" 29.73 " 101.9 " 29.70 " 3.066" 1.131" 0.016" 24
25 0.000" 0.000" 0.739" 1.327" 2.728" 8.713" 35.39 " 32.66 " 72.80 " 2.535" 0.870" 0.019" 25
26 0.000" 0.000" 0.595" 1.439" 15.46 " 28.76 " 42.88 " 22.40 " 35.14 " 2.036" 0.653" 0.018" 26
27 0.000" 0.000" 0.482" 1.282" 12.36 " 54.61 " 23.04 " 67.13 " 97.11 " 2.745" 0.457" 0.004" 27
28 0.000" 0.000" 0.414" 1.229" 8.137" 42.49 " 19.29 " 82.39 " 37.05 " 3.288" 0.323" 0.000" 28
29 0.000" 0.346" 1.064" 6.894" 19.48 " 17.74 " 597.7 $ 29.16 " 2.880" 0.224" 0.000" 29
30 0.000" 0.291" 0.884" 4.129" 14.32 " 15.07 " 271.5 $ 46.15 " 2.312" 0.161" 0.000" 30
31 0.000" 0.300" 3.157" 54.31 " 133.9 " 1.688" 0.000" 31
Mean 0.000" 0.000" 1.415" 1.715" 4.050" 38.18 " 45.75 " 75.86 $ 70.36 " 14.04 " 1.852" 0.849"
Median 0.000" 0.000" 0.371" 1.304" 2.872" 20.54 " 27.90 " 43.86 $ 36.09 " 10.72 " 0.655" 0.120"
Maximum 0.000" 0.000" 11.29 " 7.267" 15.46 " 285.6 " 178.0 " 597.7 $ 450.7 " 56.50 " 20.14 " 14.61 "
Minimum 0.000" 0.000" 0.000" 0.220" 0.768" 2.874" 12.47 " 19.15 $ 15.37 " 1.688" 0.161" 0.000"
Total 0.000" 0.000" 43.88 " 51.45 " 125.5 "1145 "1418 "2352 $2111 " 435.2 " 55.55 " 26.31 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.27 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.535$ $ ... Relative Uncertainty +/-20%
Annual Total 7764 $
Maximum Minimum
Daily 597.7 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.239" 0.391" 4.532" 15.44 " 19.14 " 18.54 " 27.69 " 1.791" 0.000" 1
2 0.000" 0.000" 0.000" 0.200" 0.723" 4.364" 13.30 " 16.81 " 36.62 " 15.79 " 1.478" 0.020" 2
3 0.000" 0.000" 0.000" 0.197" 0.857" 7.112" 11.35 " 14.86 " 196.5 " 10.86 " 1.227" 0.028" 3
4 0.000" 0.000" 0.000" 0.190" 0.811" 7.947" 108.6 " 12.76 " 82.79 " 8.938" 1.046" 0.026" 4
5 0.000" 0.000" 0.000" 0.166" 0.910" 5.014" 92.92 " 11.70 " 50.07 " 8.550" 0.984" 0.025" 5
6 0.000" 0.000" 0.000" 0.173" 4.381" 3.830" 52.76 " 52.10 " 37.41 " 8.920" 0.956" 0.007" 6
7 0.000" 0.000" 0.000" 0.205" 3.727" 3.428" 37.58 " 38.37 " 29.47 " 87.68 " 0.716" 0.001" 7
8 0.000" 0.000" 0.000" 0.239" 2.488" 3.502" 24.44 " 20.78 " 25.38 " 223.6 " 0.572" 0.001" 8
9 0.000" 0.000" 0.000" 0.244" 1.705" 3.697" 20.16 " 21.44 " 20.53 " 81.54 " 0.546" 0.019" 9
10 0.000" 0.000" 0.000" 0.361" 3.684" 3.550" 18.53 " 88.86 " 18.91 " 40.89 " 0.460" 0.003" 10
11 0.000" 0.000" 0.000" 0.384" 4.671" 21.54 " 16.25 " 175.2 " 162.8 " 26.51 " 0.349" 0.000" 11
12 0.000" 0.000" 0.000" 0.262" 3.456" 20.97 " 13.91 " 53.15 " 57.31 " 20.84 " 0.233" 0.001" 12
13 0.000" 0.000" 0.000" 0.186" 6.511" 8.961" 44.39 " 33.91 " 75.71 " 29.66 " 0.212" 0.449" 13
14 0.000" 0.000" 0.000" 0.131" 6.465" 22.64 " 119.7 " 27.19 " 210.9 " 195.5 " 0.230" 0.373" 14
15 0.000" 0.000" 0.000" 0.125" 4.263" 19.06 " 51.20 " 52.60 " 145.7 " 60.97 " 0.288" 0.147" 15
16 0.000" 0.000" 0.000" 0.097" 2.946" 24.96 " 190.1 " 49.23 " 62.89 " 53.25 " 0.432" 0.031" 16
17 0.000" 0.000" 0.000" 0.197" 2.190" 19.06 " 75.16 " 61.38 " 41.59 " 27.94 " 0.742" 0.006" 17
18 0.000" 0.000" 0.000" 0.768" 1.905" 118.6 " 44.36 " 82.62 " 33.21 " 17.00 " 0.479" 0.001" 18
19 0.000" 0.000" 0.262" 0.430" 26.72 " 42.56 " 42.09 " 71.10 " 28.44 " 12.56 " 0.365" 0.030" 19
20 0.000" 0.000" 2.945" 0.338" 29.07 " 25.14 " 31.99 " 36.14 " 26.28 " 9.823" 0.352" 2.784" 20
21 0.000" 0.000" 0.660" 0.312" 12.01 " 14.22 " 25.00 " 26.89 " 28.87 " 7.604" 0.218" 0.904" 21
22 0.000" 0.000" 0.814" 0.302" 6.297" 49.00 " 19.89 " 22.36 " 34.55 " 5.920" 0.136" 0.205" 22
23 0.000" 0.000" 0.919" 0.283" 3.691" 118.4 " 17.17 " 18.88 " 24.38 " 5.265" 0.095" 0.046" 23
24 0.000" 0.000" 0.663" 0.277" 2.677" 28.22 " 15.46 " 109.4 " 16.99 " 5.139" 0.072" 0.003" 24
25 0.000" 0.000" 0.396" 0.268" 3.777" 31.50 " 17.73 " 138.4 " 14.24 " 4.437" 0.040" 0.000" 25
26 0.000" 0.000" 0.291" 0.293" 20.22 " 85.02 " 71.72 " 70.24 " 19.52 " 3.917" 0.023" 0.000" 26
27 0.000" 0.000" 0.228" 0.307" 39.01 " 42.27 " 44.63 " 42.78 " 37.63 " 3.357" 0.006" 0.000" 27
28 0.000" 0.000" 0.184" 0.306" 53.26 " 47.67 " 76.16 " 32.62 " 32.16 " 3.040" 0.001" 0.000" 28
29 0.000" 0.158" 0.319" 15.03 " 34.38 " 54.34 " 38.78 " 20.50 " 2.909" 0.000" 0.000" 29
30 0.000" 0.263" 0.352" 7.130" 19.34 " 31.49 " 31.59 " 21.17 " 2.616" 0.000" 0.000" 30
31 0.000" 0.280" 5.046" 23.46 " 22.33 " 2.198" 0.000" 31
Mean 0.000" 0.000" 0.260" 0.272" 8.904" 28.02 " 45.85 " 48.18 " 53.70 " 32.74 " 0.468" 0.165"
Median 0.000" 0.000" 0.000" 0.265" 3.777" 20.16 " 31.99 " 36.14 " 32.68 " 10.86 " 0.350" 0.006"
Maximum 0.000" 0.000" 2.945" 0.768" 53.26 " 118.6 " 190.1 " 175.2 " 210.9 " 223.6 " 1.791" 2.784"
Minimum 0.000" 0.000" 0.000" 0.097" 0.391" 3.428" 11.35 " 11.70 " 14.24 " 2.198" 0.000" 0.000"
Total 0.000" 0.000" 8.061" 8.152" 276.0 " 840.5 "1421 "1494 "1611 "1015 " 14.05 " 5.110"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.34 " " ... Relative Uncertainty +/-10%
Ann. Median 1.478"
Annual Total 6693 "
Maximum Minimum
Daily 223.6 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.694" 0.000" 0.236" 2.675" 1.440" 130.4 " 63.06 " 78.97 " 5.428" 0.323" 0.023" 1
2 0.000" 0.268" 0.000" 0.261" 2.126" 1.471" 172.3 " 157.6 " 106.0 " 4.780" 0.246" 0.004" 2
3 0.000" 0.149" 0.000" 0.241" 1.765" 1.569" 41.85 " 94.60 " 58.49 " 4.251" 0.229" 0.002" 3
4 0.000" 0.076" 0.000" 0.164" 1.556" 1.631" 206.2 " 53.17 " 42.67 " 3.776" 0.238" 0.000" 4
5 0.000" 0.026" 0.000" 0.140" 1.377" 1.619" 110.1 " 95.60 " 49.84 " 3.469" 0.218" 0.000" 5
6 0.000" 0.002" 0.000" 0.133" 1.191" 1.537" 46.17 " 135.8 " 388.3 $ 2.998" 0.168" 0.000" 6
7 0.000" 0.001" 0.000" 0.199" 1.101" 1.486" 93.72 " 126.2 " 101.0 " 2.891" 0.495" 0.000" 7
8 0.000" 0.000" 0.000" 0.285" 1.185" 1.528" 40.24 " 66.62 " 65.12 " 3.896" 2.746" 0.000" 8
9 0.000" 0.000" 0.000" 0.343" 1.454" 1.538" 29.07 " 49.21 " 44.55 " 3.921" 2.048" 0.000" 9
10 0.000" 0.000" 3.295" 0.339" 1.423" 2.027" 63.34 " 37.04 " 36.16 " 3.240" 2.354" 0.000" 10
11 0.000" 0.000" 0.881" 0.345" 2.458" 3.453" 164.4 " 33.08 " 31.16 " 2.787" 1.542" 0.000" 11
12 0.000" 0.000" 1.447" 0.317" 3.897" 3.855" 50.79 " 28.65 " 30.15 " 3.033" 0.826" 0.000" 12
13 0.000" 0.000" 0.811" 0.325" 3.623" 2.878" 196.4 " 42.23 " 45.70 " 3.108" 0.441" 0.000" 13
14 0.000" 0.000" 0.400" 0.380" 2.663" 99.67 " 126.5 " 33.69 " 40.64 " 3.003" 0.293" 0.000" 14
15 0.384" 0.000" 0.259" 0.542" 2.399" 45.16 " 141.5 " 54.11 " 43.51 " 2.490" 0.221" 0.000" 15
16 1.405" 0.000" 0.214" 0.625" 2.163" 12.22 " 121.7 " 244.0 " 31.56 " 2.004" 0.193" 0.000" 16
17 3.651" 0.000" 0.196" 0.476" 2.006" 7.023" 246.4 " 116.0 " 21.68 " 1.638" 0.156" 0.000" 17
18 1.035" 0.000" 0.151" 0.486" 1.780" 5.773" 464.8 $ 60.94 " 18.53 " 1.388" 0.132" 0.000" 18
19 0.655" 0.000" 0.143" 0.492" 1.468" 23.34 " 145.6 " 47.13 " 17.70 " 1.074" 0.055" 0.000" 19
20 0.456" 0.000" 0.140" 0.483" 1.462" 44.47 " 123.7 " 49.89 " 21.37 " 0.949" 0.020" 0.000" 20
21 0.407" 0.000" 0.505" 0.470" 1.377" 29.17 " 110.8 " 35.05 " 16.65 " 1.012" 0.015" 0.000" 21
22 11.17 " 0.000" 1.639" 0.489" 1.375" 12.56 " 109.8 " 27.49 " 13.64 " 1.037" 0.015" 0.000" 22
23 17.55 " 0.000" 0.636" 0.464" 1.458" 9.731" 96.22 " 25.20 " 11.96 " 0.990" 0.022" 0.000" 23
24 9.922" 0.000" 0.402" 0.417" 1.600" 16.64 " 56.03 " 31.80 " 10.63 " 0.931" 0.023" 0.000" 24
25 4.622" 0.000" 0.326" 0.500" 1.668" 42.54 " 42.35 " 26.32 " 9.336" 0.774" 0.011" 0.000" 25
26 2.045" 0.000" 0.315" 2.618" 1.565" 34.67 " 34.72 " 106.8 " 8.203" 0.589" 0.006" 0.000" 26
27 1.036" 0.000" 0.369" 5.116" 1.404" 14.23 " 30.97 " 52.23 " 9.048" 0.466" 0.126" 0.000" 27
28 0.622" 0.000" 0.340" 11.48 " 1.349" 9.933" 70.42 " 55.15 " 8.959" 0.408" 0.156" 0.000" 28
29 0.345" 0.000" 0.298" 8.689" 1.273" 7.571" 77.97 " 103.0 " 7.284" 0.398" 0.127" 0.000" 29
30 0.278" 0.350" 4.236" 1.159" 6.758" 41.93 " 66.74 " 6.303" 0.384" 0.071" 0.000" 30
31 0.547" 0.231" 1.235" 63.74 " 213.1 " 0.377" 0.000" 31
Mean 1.811" 0.042" 0.431" 1.376" 1.782" 14.92 " 111.3 $ 75.21 " 45.83 $ 2.177" 0.451" 0.001"
Median 0.345" 0.000" 0.259" 0.441" 1.468" 6.890" 96.22 $ 54.11 " 30.65 $ 2.004" 0.181" 0.000"
Maximum 17.55 " 0.694" 3.295" 11.48 " 3.897" 99.67 " 464.8 $ 244.0 " 388.3 $ 5.428" 2.746" 0.023"
Minimum 0.000" 0.000" 0.000" 0.133" 1.101" 1.440" 29.07 $ 25.20 " 6.303$ 0.377" 0.006" 0.000"
Total 56.13 " 1.217" 13.35 " 41.29 " 55.24 " 447.5 "3450 $2332 "1375 $ 67.49 " 13.52 " 0.029"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.45 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.362$ $ ... Relative Uncertainty +/-20%
Annual Total 7853 $
Maximum Minimum
Daily 464.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.000" 0.952" 8.181" 12.38 " 10.80 " 11.58 " 22.17 " 0.276" 20.70 " 1
2 0.000" 0.000" 0.000" 0.000" 0.797" 7.620" 8.255" 7.823" 10.31 " 11.72 " 0.227" 6.806" 2
3 0.000" 0.000" 0.000" 0.000" 0.766" 5.479" 8.308" 41.48 " 21.00 " 7.828" 0.289" 5.276" 3
4 0.000" 0.000" 0.000" 0.000" 0.734" 4.778" 8.940" 59.60 " 10.78 " 5.635" 0.463" 9.142" 4
5 0.000" 0.000" 0.000" 0.000" 0.733" 4.366" 4.817" 15.13 " 18.49 " 4.142" 0.387" 5.629" 5
6 0.000" 0.000" 0.000" 0.000" 20.56 " 3.641" 3.832" 56.18 " 62.68 " 3.105" 0.307" 3.590" 6
7 0.000" 0.000" 0.000" 0.000" 14.96 " 3.321" 7.217" 30.62 " 31.27 " 2.408" 0.374" 2.369" 7
8 0.000" 0.000" 0.000" 0.141" 9.776" 3.641" 82.97 " 19.30 " 17.04 " 2.381" 0.296" 1.628" 8
9 0.000" 0.000" 0.000" 0.191" 4.401" 4.184" 25.07 " 99.10 " 44.89 " 2.917" 0.172" 0.941" 9
10 0.000" 0.000" 0.000" 0.213" 5.191" 4.463" 9.524" 29.41 " 22.60 " 2.440" 0.095" 0.605" 10
11 0.000" 0.000" 0.000" 0.298" 6.614" 4.193" 6.849" 21.34 " 12.47 " 2.326" 0.049" 0.439" 11
12 0.000" 0.000" 0.000" 0.358" 8.674" 4.284" 10.42 " 20.11 " 13.29 " 2.159" 0.025" 0.329" 12
13 0.000" 0.000" 0.000" 0.319" 11.35 " 3.592" 8.653" 13.62 " 12.76 " 1.750" 0.014" 0.229" 13
14 0.000" 0.000" 0.000" 0.326" 8.079" 2.993" 5.673" 98.02 " 8.712" 1.619" 0.027" 0.155" 14
15 0.000" 0.000" 0.000" 0.417" 3.998" 3.126" 4.799" 76.55 " 8.348" 1.937" 0.266" 0.117" 15
16 0.000" 0.000" 0.000" 0.491" 2.695" 3.901" 4.131" 37.91 " 8.046" 1.994" 0.081" 0.095" 16
17 0.000" 0.000" 0.000" 0.632" 2.236" 4.408" 3.774" 18.48 " 6.187" 1.855" 0.079" 0.066" 17
18 0.000" 0.000" 0.000" 0.523" 2.163" 3.945" 3.540" 14.37 " 5.351" 1.521" 0.103" 0.063" 18
19 0.000" 0.000" 0.000" 0.497" 2.016" 3.059" 3.396" 12.96 " 5.935" 1.276" 19.22 " 0.122" 19
20 0.000" 0.000" 0.000" 0.502" 3.235" 2.618" 3.851" 11.67 " 5.234" 1.242" 10.94 " 0.087" 20
21 0.000" 0.000" 0.000" 0.462" 5.119" 2.452" 12.78 " 9.966" 4.363" 2.862" 3.526" 0.070" 21
22 0.000" 0.000" 0.000" 0.442" 3.505" 2.266" 7.037" 8.559" 44.10 " 4.817" 1.535" 0.068" 22
23 0.000" 0.000" 0.000" 0.426" 2.556" 2.239" 4.724" 48.52 " 26.08 " 3.302" 0.832" 0.033" 23
24 0.000" 0.000" 0.000" 0.413" 4.252" 3.112" 3.946" 79.71 " 9.528" 2.053" 0.808" 0.019" 24
25 0.000" 0.000" 0.000" 0.447" 5.746" 3.107" 3.532" 20.47 " 6.456" 1.327" 0.627" 0.005" 25
26 0.000" 0.000" 0.000" 0.460" 4.000" 2.868" 3.232" 13.18 " 5.310" 0.979" 0.408" 0.001" 26
27 0.000" 0.000" 0.000" 0.524" 3.078" 2.586" 3.424" 10.58 " 4.772" 0.731" 0.265" 0.001" 27
28 0.000" 0.000" 0.000" 0.607" 2.758" 2.365" 8.783" 8.995" 12.93 " 0.612" 0.189" 0.000" 28
29 0.000" 0.000" 0.620" 7.979" 4.295" 9.580" 22.21 " 87.79 " 0.504" 0.106" 0.003" 29
30 0.000" 0.000" 0.601" 30.73 " 9.696" 100.1 " 39.48 " 39.66 " 0.406" 7.471" 0.031" 30
31 0.000" 0.000" 15.44 " 27.52 " 15.05 " 0.338" 0.025" 31
Mean 0.000" 0.000" 0.000" 0.330" 6.293" 4.026" 13.26 " 31.33 " 19.27 " 3.237" 1.648" 1.892"
Median 0.000" 0.000" 0.000" 0.415" 4.000" 3.641" 7.037" 20.11 " 12.03 " 2.053" 0.282" 0.117"
Maximum 0.000" 0.000" 0.000" 0.632" 30.73 " 9.696" 100.1 " 99.10 " 87.79 " 22.17 " 19.22 " 20.70 "
Minimum 0.000" 0.000" 0.000" 0.000" 0.733" 2.239" 3.232" 7.823" 4.363" 0.338" 0.014" 0.000"
Total 0.000" 0.000" 0.000" 9.911" 195.1 " 120.8 " 411.1 " 971.2 " 578.0 " 100.4 " 49.45 " 58.65 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6.834" " ... Relative Uncertainty +/-10%
Ann. Median 1.521"
Annual Total 2494 "
Maximum Minimum
Daily 100.1 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.010" 0.056" 0.000" 0.125" 6.324" 2.476" 97.57 " 46.91 " 360.5 " 3.278" 6.892" 0.036" 1
2 0.000" 0.056" 0.000" 0.058" 5.319" 9.898" 36.24 " 33.36 " 134.6 " 2.968" 5.322" 0.040" 2
3 0.000" 0.076" 0.000" 0.018" 6.555" 28.62 " 18.69 " 20.63 " 73.01 " 2.673" 2.909" 0.056" 3
4 0.000" 0.060" 0.000" 0.009" 4.467" 107.0 " 23.49 " 62.73 " 43.00 " 2.613" 1.822" 0.031" 4
5 0.000" 0.038" 0.000" 0.005" 3.232" 27.96 " 24.46 " 112.9 " 32.73 " 15.18 " 1.200" 0.046" 5
6 0.000" 0.033" 0.000" 0.046" 45.37 " 20.55 " 13.35 " 46.85 " 25.26 " 79.29 " 0.761" 0.373" 6
7 0.000" 0.004" 0.000" 0.100" 25.24 " 10.71 " 36.83 " 33.07 " 21.27 " 19.51 " 0.523" 0.120" 7
8 0.000" 0.000" 0.000" 0.209" 10.83 " 7.750" 39.81 " 25.06 " 17.45 " 9.690" 0.425" 0.026" 8
9 0.000" 0.000" 0.000" 0.330" 7.815" 6.614" 17.67 " 121.7 " 17.21 " 6.815" 0.338" 0.001" 9
10 0.000" 0.000" 0.000" 0.257" 6.198" 6.127" 93.91 " 102.7 " 15.10 " 5.098" 0.302" 0.000" 10
11 0.000" 0.000" 0.000" 0.181" 41.88 " 6.333" 100.9 " 48.34 " 12.78 " 4.157" 0.278" 0.000" 11
12 0.000" 0.000" 0.000" 0.153" 27.42 " 6.148" 194.3 " 31.40 " 10.58 " 3.359" 0.235" 0.000" 12
13 0.000" 0.000" 0.069" 0.170" 10.77 " 23.65 " 70.48 " 24.42 " 9.656" 2.818" 0.203" 0.000" 13
14 6.309" 0.000" 0.009" 0.179" 9.285" 62.26 " 58.16 " 19.77 " 38.37 " 2.410" 0.163" 0.000" 14
15 14.12 " 0.000" 0.047" 0.187" 8.459" 30.59 " 50.54 " 17.43 " 103.2 " 2.156" 0.110" 0.000" 15
16 8.744" 0.000" 0.109" 170.9 $ 6.196" 13.19 " 29.08 " 17.71 " 32.83 " 2.380" 0.047" 0.000" 16
17 50.86 " 0.000" 0.108" 111.7 " 5.200" 9.759" 23.57 " 16.43 " 18.92 " 41.57 " 0.059" 0.000" 17
18 6.802" 0.000" 0.152" 15.87 " 4.245" 39.96 " 43.38 " 14.56 " 14.12 " 55.55 " 0.061" 0.000" 18
19 2.024" 0.000" 0.106" 7.008" 3.768" 38.87 " 55.56 " 12.49 " 11.28 " 13.57 " 0.031" 0.000" 19
20 0.924" 0.000" 0.068" 3.916" 3.501" 13.86 " 28.22 " 11.29 " 10.02 " 7.149" 0.014" 0.000" 20
21 0.558" 0.000" 0.043" 2.979" 3.421" 10.25 " 24.65 " 16.43 " 8.464" 4.904" 0.022" 0.000" 21
22 0.431" 0.000" 0.044" 2.859" 3.230" 9.627" 23.34 " 26.07 " 8.636" 3.642" 10.12 " 0.000" 22
23 0.367" 0.000" 0.069" 3.201" 3.162" 8.622" 18.11 " 15.73 " 11.26 " 2.805" 17.58 " 0.000" 23
24 0.326" 0.000" 0.069" 2.685" 3.018" 9.782" 78.28 " 12.62 " 9.967" 2.369" 1.733" 0.000" 24
25 0.221" 0.000" 0.073" 2.472" 2.747" 9.685" 59.65 " 16.21 " 7.493" 1.981" 0.603" 0.000" 25
26 0.126" 0.000" 0.040" 3.527" 2.741" 20.58 " 51.26 " 28.25 " 6.615" 1.594" 0.305" 0.000" 26
27 0.074" 0.000" 0.021" 2.812" 2.752" 17.55 " 61.50 " 37.72 " 5.554" 1.440" 0.209" 3.460" 27
28 0.063" 0.000" 0.011" 2.421" 2.844" 9.728" 26.32 " 17.17 " 4.901" 2.856" 0.129" 4.092" 28
29 0.067" 0.016" 2.140" 2.783" 57.18 " 19.43 " 21.37 " 4.152" 1.913" 0.048" 0.559" 29
30 0.054" 0.063" 2.652" 2.614" 21.82 " 31.74 " 34.12 " 3.617" 1.344" 0.037" 0.189" 30
31 0.059" 0.172" 2.531" 30.39 " 40.50 " 1.111" 0.063" 31
Mean 2.972" 0.012" 0.042" 11.31 $ 8.836" 21.57 " 47.77 " 35.03 " 35.75 " 9.942" 1.749" 0.293"
Median 0.063" 0.000" 0.021" 1.235$ 4.467" 11.95 " 36.24 " 25.06 " 13.45 " 2.968" 0.290" 0.000"
Maximum 50.86 " 0.076" 0.172" 170.9 $ 45.37 " 107.0 " 194.3 " 121.7 " 360.5 " 79.29 " 17.58 " 4.092"
Minimum 0.000" 0.000" 0.000" 0.005$ 2.531" 2.476" 13.35 " 11.29 " 3.617" 1.111" 0.014" 0.000"
Total 92.14 " 0.325" 1.289" 339.2 $ 273.9 " 647.2 "1481 "1086 "1073 " 308.2 " 52.48 " 9.091"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 14.69 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.856$ $ ... Relative Uncertainty +/-20%
Annual Total 5363 $
Maximum Minimum
Daily 360.5 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.019" 0.000" 0.000" 0.690" 1.098" 8.812" 29.80 " 38.49 " 12.59 " 35.45 " 2.846" 0.179" 1
2 0.000" 0.000" 0.000" 0.488" 0.940" 8.872" 24.78 " 27.71 " 11.45 " 21.16 " 2.295" 0.125" 2
3 0.000" 0.118" 0.000" 0.409" 0.874" 6.118" 138.5 " 577.0 $ 10.35 " 16.89 " 2.002" 0.085" 3
4 0.000" 0.005" 0.000" 0.410" 0.984" 4.298" 92.49 " 147.4 " 22.52 " 68.82 " 1.680" 0.043" 4
5 0.000" 0.000" 0.000" 0.436" 1.008" 3.510" 194.1 " 90.50 " 15.14 " 25.54 " 1.452" 0.021" 5
6 0.000" 0.000" 0.000" 0.479" 1.003" 3.209" 141.9 " 69.11 " 11.71 " 14.57 " 1.193" 0.046" 6
7 0.000" 0.000" 0.000" 0.410" 0.921" 2.957" 58.74 " 52.13 " 14.35 " 10.53 " 0.989" 0.102" 7
8 0.000" 0.000" 0.000" 0.354" 1.766" 2.770" 44.07 " 39.47 " 21.10 " 8.821" 0.852" 0.096" 8
9 0.000" 0.000" 0.362" 0.372" 2.816" 2.601" 55.73 " 33.71 " 30.27 " 7.754" 0.719" 0.070" 9
10 0.000" 0.000" 0.150" 0.906" 1.852" 4.623" 104.2 " 64.45 " 108.5 " 6.489" 0.594" 0.028" 10
11 0.000" 0.000" 0.031" 5.063" 1.367" 5.525" 102.2 " 146.4 " 75.02 " 5.513" 0.471" 0.020" 11
12 0.000" 0.000" 0.012" 8.960" 15.13 " 4.433" 47.03 " 55.42 " 51.89 " 5.499" 0.397" 0.031" 12
13 0.000" 0.000" 0.004" 6.327" 18.30 " 3.301" 37.64 " 37.83 " 42.28 " 17.13 " 0.314" 0.046" 13
14 0.000" 0.000" 0.001" 4.272" 8.192" 2.980" 74.47 " 31.11 " 25.36 " 14.88 " 0.258" 0.049" 14
15 0.000" 0.000" 0.000" 3.035" 6.116" 2.712" 43.18 " 28.25 " 18.29 " 10.42 " 0.263" 0.045" 15
16 0.000" 0.000" 0.000" 2.125" 41.33 " 2.678" 30.60 " 110.7 " 14.78 " 7.619" 0.394" 0.057" 16
17 0.000" 25.25 " 0.000" 1.585" 26.39 " 2.466" 24.48 " 51.72 " 12.49 " 6.537" 0.605" 0.051" 17
18 0.000" 1.122" 0.000" 1.382" 9.754" 2.304" 23.57 " 41.92 " 10.32 " 6.818" 2.364" 0.061" 18
19 0.000" 0.290" 0.000" 1.269" 5.598" 2.223" 21.15 " 32.35 " 8.793" 5.811" 2.575" 0.197" 19
20 0.000" 0.182" 0.000" 1.235" 5.489" 2.292" 24.73 " 36.64 " 38.99 " 4.889" 2.067" 0.281" 20
21 0.000" 0.150" 0.000" 1.181" 40.82 " 2.363" 27.24 " 57.27 " 127.5 " 4.298" 1.380" 0.214" 21
22 0.000" 0.100" 0.186" 1.299" 22.28 " 2.547" 32.00 " 139.3 " 154.7 " 3.622" 1.272" 0.118" 22
23 0.000" 0.051" 0.491" 1.113" 9.269" 3.503" 21.17 " 59.19 " 138.1 " 3.070" 0.988" 0.060" 23
24 0.000" 0.017" 0.186" 2.430" 5.867" 4.439" 17.66 " 45.07 " 67.25 " 2.710" 0.631" 0.024" 24
25 0.000" 0.002" 0.138" 3.900" 4.553" 91.60 " 16.05 " 35.74 " 46.22 " 2.409" 0.772" 0.002" 25
26 0.000" 0.001" 0.092" 2.816" 3.863" 142.4 " 16.21 " 24.84 " 29.81 " 2.132" 0.734" 0.000" 26
27 0.000" 0.000" 0.096" 2.476" 3.295" 170.5 " 31.49 " 21.49 " 22.51 " 17.52 " 0.661" 0.000" 27
28 0.000" 0.000" 0.160" 1.822" 2.885" 178.4 " 19.42 " 20.11 " 18.04 " 15.59 " 0.536" 0.000" 28
29 0.000" 1.020" 1.433" 2.610" 66.78 " 16.04 " 20.47 " 28.10 " 7.946" 0.408" 0.000" 29
30 0.000" 0.602" 1.227" 7.701" 38.84 " 118.7 " 16.36 " 80.46 " 4.913" 0.296" 0.000" 30
31 0.000" 1.270" 12.57 " 80.65 " 13.88 " 3.623" 0.000" 31
Mean 0.001" 0.974" 0.155" 1.997" 8.601" 26.00 " 55.16 " 69.88 $ 42.30 " 11.90 " 1.067" 0.066"
Median 0.000" 0.000" 0.001" 1.284" 4.553" 3.507" 32.00 " 39.47 $ 23.94 " 7.619" 0.753" 0.046"
Maximum 0.019" 25.25 " 1.270" 8.960" 41.33 " 178.4 " 194.1 " 577.0 $ 154.7 " 68.82 " 2.846" 0.281"
Minimum 0.000" 0.000" 0.000" 0.354" 0.874" 2.223" 16.04 " 13.88 $ 8.793" 2.132" 0.258" 0.000"
Total 0.019" 27.29 " 4.801" 59.90 " 266.6 " 780.1 "1710 "2166 $1269 " 369.0 " 32.01 " 2.051"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 18.32 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.363$ $ ... Relative Uncertainty +/-20%
Annual Total 6687 $
Maximum Minimum
Daily 577.0 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.157" 0.222" 0.467" 8.651" 28.20 " 49.63 " 57.02 " 6.874" 1.096" 0.841" 1
2 0.000" 0.000" 0.137" 0.226" 0.427" 3.894" 105.8 " 39.16 " 45.55 " 6.306" 1.116" 0.637" 2
3 0.000" 0.000" 0.142" 0.253" 0.389" 3.130" 68.28 " 24.78 " 36.29 " 5.112" 8.318" 0.464" 3
4 0.000" 0.000" 0.113" 0.313" 0.371" 3.696" 40.14 " 22.68 " 36.70 " 4.377" 5.448" 0.370" 4
5 60.27 " 0.000" 0.082" 0.403" 0.367" 12.92 " 32.47 " 65.34 " 73.50 " 4.678" 2.948" 0.399" 5
6 35.55 " 0.000" 0.057" 0.419" 0.363" 49.18 " 24.77 " 182.0 " 78.94 " 22.21 " 2.552" 0.394" 6
7 6.332" 0.000" 0.045" 0.405" 3.408" 62.79 " 155.5 " 51.64 " 53.31 " 22.66 " 1.829" 0.285" 7
8 2.287" 0.000" 0.060" 0.412" 5.550" 64.72 " 223.0 " 35.86 " 38.08 " 9.756" 1.422" 0.193" 8
9 1.306" 0.000" 0.089" 0.460" 6.403" 23.48 " 74.05 " 28.09 " 35.67 " 6.765" 2.841" 0.177" 9
10 0.769" 0.000" 0.104" 0.470" 14.60 " 24.44 " 50.41 " 23.72 " 28.31 " 5.491" 5.302" 0.149" 10
11 0.461" 0.000" 0.115" 0.473" 18.79 " 152.9 " 40.24 " 85.10 " 22.63 " 5.757" 5.580" 0.085" 11
12 0.289" 0.001" 0.119" 0.482" 5.515" 185.2 " 33.20 " 230.7 " 19.29 " 30.74 " 5.504" 0.030" 12
13 0.165" 0.001" 0.115" 0.525" 2.568" 61.17 " 29.15 " 83.23 " 16.43 " 15.53 " 4.197" 0.027" 13
14 0.083" 0.000" 0.105" 0.542" 1.814" 32.47 " 25.96 " 124.3 " 15.09 " 8.053" 2.285" 0.023" 14
15 0.062" 0.000" 0.106" 0.588" 1.543" 24.72 " 23.82 " 69.64 " 14.93 " 5.830" 1.577" 0.034" 15
16 0.059" 0.000" 0.127" 0.610" 1.615" 28.54 " 22.36 " 48.55 " 16.52 " 5.262" 1.373" 0.060" 16
17 0.038" 0.000" 0.143" 0.634" 1.635" 64.48 " 20.80 " 42.03 " 17.09 " 4.384" 1.867" 0.082" 17
18 0.032" 2.576" 0.136" 0.790" 4.823" 30.60 " 17.45 " 38.66 " 15.11 " 3.691" 1.384" 0.112" 18
19 0.037" 4.871" 0.119" 0.888" 4.400" 21.06 " 15.79 " 34.21 " 14.44 " 3.153" 1.076" 0.076" 19
20 0.042" 2.024" 0.095" 0.946" 2.531" 17.01 " 16.00 " 78.64 " 12.39 " 2.471" 0.749" 0.046" 20
21 0.070" 1.268" 0.071" 1.026" 42.74 " 15.50 " 63.65 " 148.0 " 11.23 " 27.29 " 0.484" 0.030" 21
22 0.071" 0.873" 0.053" 1.397" 37.59 " 61.36 " 131.8 " 61.06 " 10.67 " 15.88 " 0.321" 0.022" 22
23 0.058" 0.666" 0.039" 1.081" 7.075" 34.78 " 65.07 " 112.3 " 9.376" 7.673" 0.680" 0.019" 23
24 0.039" 0.529" 0.031" 0.760" 3.889" 22.33 " 44.41 " 450.3 $ 8.438" 4.845" 3.548" 0.010" 24
25 0.026" 0.440" 0.019" 0.729" 2.829" 19.35 " 37.02 " 556.3 $ 7.887" 3.248" 2.386" 0.012" 25
26 0.011" 0.366" 0.037" 0.688" 2.268" 15.64 " 26.52 " 288.1 " 7.243" 2.141" 2.776" 0.011" 26
27 0.004" 0.295" 0.110" 0.620" 2.016" 101.0 " 22.62 " 215.5 " 6.592" 1.554" 6.850" 0.003" 27
28 0.001" 0.240" 0.098" 0.570" 1.897" 69.38 " 20.36 " 172.7 " 6.269" 1.377" 4.011" 0.006" 28
29 0.000" 0.185" 0.097" 0.532" 1.895" 36.21 " 18.58 " 97.64 " 6.060" 1.235" 1.809" 0.083" 29
30 0.000" 0.147" 0.507" 2.045" 28.83 " 53.31 " 77.52 " 5.811" 1.108" 1.230" 0.043" 30
31 0.000" 0.200" 14.40 " 33.17 " 67.47 " 1.075" 0.022" 31
Mean 3.486" 0.494" 0.099" 0.599" 6.330" 42.65 " 50.45 " 116.3 $ 24.23 " 7.952" 2.752" 0.153"
Median 0.042" 0.000" 0.105" 0.537" 2.531" 28.69 " 33.17 " 69.64 $ 15.77 " 5.262" 2.076" 0.060"
Maximum 60.27 " 4.871" 0.200" 1.397" 42.74 " 185.2 " 223.0 " 556.3 $ 78.94 " 30.74 " 8.318" 0.841"
Minimum 0.000" 0.000" 0.019" 0.222" 0.363" 3.130" 15.79 " 22.68 $ 5.811" 1.075" 0.321" 0.003"
Total 108.1 " 14.34 " 3.066" 17.97 " 196.2 "1279 "1564 "3605 $ 726.9 " 246.5 " 82.56 " 4.744"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.44 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.286$ $ ... Relative Uncertainty +/-20%
Annual Total 7849 $
Maximum Minimum
Daily 556.3 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.010" 0.000" 0.021" 176.3 " 2.094" 11.75 " 33.60 " 11.60 " 19.23 " 48.95 " 4.154" 0.293" 1
2 0.037" 0.000" 0.019" 48.89 " 451.1 $ 11.18 " 27.32 " 37.04 " 17.41 " 46.55 " 3.380" 0.250" 2
3 0.011" 0.000" 0.051" 11.16 " 71.70 " 28.04 " 31.00 " 28.45 " 16.48 " 24.37 " 2.916" 0.223" 3
4 0.006" 0.000" 0.060" 5.454" 23.71 " 27.18 " 70.49 " 18.62 " 16.98 " 40.47 " 2.711" 0.233" 4
5 0.014" 0.000" 0.050" 3.565" 13.29 " 23.50 " 35.16 " 17.32 " 24.27 " 28.07 " 4.897" 0.315" 5
6 0.023" 0.000" 0.063" 2.635" 9.240" 30.29 " 24.56 " 15.93 " 269.4 " 85.00 " 4.987" 0.380" 6
7 0.013" 0.000" 0.092" 2.083" 8.093" 86.52 " 21.39 " 14.75 " 128.3 " 37.13 " 3.469" 0.374" 7
8 0.006" 0.000" 0.093" 1.996" 7.916" 79.49 " 20.17 " 13.15 " 115.9 " 21.05 " 4.016" 0.410" 8
9 0.000" 0.000" 0.093" 3.090" 6.884" 296.3 " 19.13 " 11.75 " 177.2 " 19.19 " 3.197" 0.427" 9
10 0.000" 0.000" 0.255" 2.545" 5.760" 429.2 $ 17.23 " 12.02 " 60.84 " 14.62 " 2.314" 0.366" 10
11 0.000" 0.000" 0.497" 1.923" 6.434" 149.2 " 15.96 " 12.19 " 44.55 " 11.78 " 1.780" 0.480" 11
12 0.000" 0.000" 0.296" 1.708" 122.1 " 101.9 " 15.77 " 27.81 " 49.20 " 10.35 " 1.522" 0.769" 12
13 0.000" 0.000" 0.232" 1.669" 46.15 " 70.56 " 34.09 " 79.96 " 41.63 " 8.797" 1.314" 0.746" 13
14 0.000" 0.000" 0.188" 1.453" 23.80 " 56.09 " 35.36 " 97.61 " 97.30 " 7.656" 0.968" 0.581" 14
15 0.000" 0.063" 0.117" 1.373" 24.23 " 57.92 " 30.25 " 33.51 " 41.32 " 6.812" 0.795" 0.419" 15
16 0.000" 0.029" 0.070" 1.458" 566.4 $ 55.94 " 33.64 " 174.3 " 28.41 " 6.398" 0.729" 0.326" 16
17 0.000" 0.054" 0.058" 1.629" 111.8 " 96.16 " 22.58 " 303.6 " 101.3 " 7.256" 0.522" 0.276" 17
18 0.000" 0.065" 0.096" 1.522" 107.1 " 59.73 " 17.87 " 425.2 $ 62.55 " 6.225" 0.373" 0.223" 18
19 0.000" 0.028" 0.211" 1.348" 795.9 $ 46.46 " 15.28 " 99.92 " 37.62 " 5.116" 0.349" 0.164" 19
20 0.000" 0.039" 0.185" 1.326" 117.3 " 36.35 " 14.66 " 69.25 " 29.04 " 4.517" 0.356" 0.105" 20
21 0.000" 0.025" 0.142" 1.348" 72.09 " 29.47 " 87.76 " 57.73 " 35.43 " 14.97 " 0.327" 0.075" 21
22 0.000" 0.013" 0.108" 2.033" 62.32 " 26.82 " 41.06 " 46.66 " 26.78 " 27.87 " 0.254" 0.080" 22
23 0.000" 0.012" 0.077" 2.210" 44.19 " 181.8 " 31.90 " 38.75 " 21.16 " 11.83 " 0.205" 0.175" 23
24 0.000" 0.016" 0.055" 2.249" 33.90 " 106.0 " 23.26 " 34.02 " 18.60 " 8.291" 0.193" 0.168" 24
25 0.000" 0.027" 0.055" 1.872" 27.62 " 53.44 " 20.04 " 36.88 " 15.26 " 17.63 " 0.167" 0.171" 25
26 0.000" 0.037" 0.097" 1.727" 23.77 " 44.93 " 18.37 " 37.51 " 12.90 " 13.93 " 0.106" 0.167" 26
27 0.000" 0.035" 0.186" 1.898" 20.69 " 34.81 " 17.55 " 33.84 " 15.55 " 10.06 " 0.193" 0.156" 27
28 0.000" 0.026" 0.463" 1.740" 18.74 " 29.31 " 20.35 " 69.17 " 19.30 " 8.527" 0.482" 0.138" 28
29 0.000" 0.914" 1.414" 17.16 " 31.50 " 16.23 " 40.83 " 24.47 " 5.825" 0.357" 0.126" 29
30 0.000" 0.676" 1.466" 14.66 " 65.58 " 13.70 " 28.99 " 27.54 " 5.231" 0.338" 0.149" 30
31 0.000" 8.097" 12.96 " 11.92 " 22.98 " 5.171" 0.168" 31
Mean 0.004" 0.017" 0.439" 9.702" 92.56 $ 78.58 $ 27.02 " 62.95 $ 53.20 " 18.38 " 1.579" 0.288"
Median 0.000" 0.006" 0.097" 1.885" 23.80 $ 54.69 $ 21.39 " 34.02 $ 28.73 " 11.78 " 0.762" 0.233"
Maximum 0.037" 0.065" 8.097" 176.3 " 795.9 $ 429.2 $ 87.76 " 425.2 $ 269.4 " 85.00 " 4.987" 0.769"
Minimum 0.000" 0.000" 0.019" 1.326" 2.094$ 11.18 $ 11.92 " 11.60 $ 12.90 " 4.517" 0.106" 0.075"
Total 0.121" 0.470" 13.62 " 291.1 "2869 $2357 $ 837.7 "1951 $1596 " 569.7 " 47.37 " 8.933"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 28.88 $ " ... Relative Uncertainty +/-10%
Ann. Median 5.760$ $ ... Relative Uncertainty +/-20%
Annual Total 10543 $
Maximum Minimum
Daily 795.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.119" 0.551" 0.011" 2.724" 1.839" 3.461" 6.745" 17.17 " 29.91 " 2.474" 0.340" 0.854" 1
2 0.076" 0.496" 0.031" 5.469" 1.718" 3.072" 6.103" 32.16 " 28.11 " 2.197" 0.299" 0.385" 2
3 0.123" 0.418" 0.054" 2.302" 1.663" 2.880" 5.541" 16.31 " 16.10 " 5.688" 0.266" 0.204" 3
4 0.383" 0.334" 0.047" 1.311" 1.734" 2.572" 8.226" 12.16 " 14.10 " 18.21 " 0.228" 0.104" 4
5 0.476" 0.249" 0.015" 0.953" 1.991" 2.366" 5.625" 9.841" 13.11 " 7.565" 0.162" 0.039" 5
6 0.395" 0.152" 0.002" 0.770" 3.097" 2.288" 4.126" 9.257" 9.867" 4.013" 0.165" 0.006" 6
7 0.327" 0.099" 0.000" 0.722" 2.702" 2.444" 3.590" 58.72 " 8.123" 2.742" 0.187" 0.003" 7
8 0.847" 0.062" 0.001" 0.717" 2.042" 2.421" 3.367" 66.06 " 7.488" 1.927" 0.194" 0.022" 8
9 0.738" 0.039" 0.000" 0.749" 1.792" 2.211" 10.96 " 20.89 " 10.67 " 1.516" 0.212" 0.193" 9
10 0.352" 0.026" 0.000" 0.802" 1.779" 2.354" 10.73 " 13.44 " 19.78 " 1.351" 0.227" 0.165" 10
11 0.193" 0.025" 0.000" 0.848" 1.758" 2.471" 6.484" 10.83 " 32.82 " 2.078" 0.517" 0.102" 11
12 0.168" 0.023" 0.000" 0.950" 1.593" 2.440" 4.811" 17.59 " 34.56 " 5.345" 0.701" 0.040" 12
13 9.711" 0.036" 0.000" 1.013" 1.447" 2.387" 4.048" 17.07 " 18.31 " 6.061" 0.481" 0.009" 13
14 6.914" 0.143" 0.009" 0.967" 1.427" 2.253" 3.998" 11.79 " 10.39 " 3.776" 0.293" 0.001" 14
15 3.347" 0.199" 0.034" 0.891" 9.009" 2.018" 4.111" 141.2 " 8.215" 2.578" 0.142" 0.000" 15
16 1.959" 0.190" 0.050" 0.899" 7.890" 1.825" 3.822" 69.24 " 6.827" 2.091" 0.092" 0.000" 16
17 1.550" 0.227" 0.042" 0.957" 3.673" 1.827" 3.397" 25.88 " 6.407" 1.718" 0.062" 0.000" 17
18 1.196" 0.153" 0.059" 0.944" 2.791" 1.986" 3.022" 17.81 " 7.420" 1.613" 0.068" 0.000" 18
19 0.901" 0.090" 0.089" 0.974" 2.474" 3.991" 2.773" 54.79 " 7.149" 1.401" 0.099" 0.000" 19
20 0.701" 0.055" 0.068" 0.903" 2.195" 16.20 " 15.36 " 56.25 " 5.957" 1.119" 0.085" 5.170" 20
21 0.479" 0.037" 0.095" 2.070" 2.052" 6.876" 60.29 " 28.63 " 6.776" 0.873" 0.059" 1.612" 21
22 0.295" 0.045" 0.181" 3.691" 2.017" 4.155" 12.90 " 250.7 " 7.170" 0.811" 0.046" 0.501" 22
23 0.189" 0.041" 0.388" 3.396" 9.942" 3.498" 7.591" 99.20 " 6.231" 0.911" 0.016" 0.119" 23
24 0.164" 0.027" 0.463" 2.365" 8.316" 3.138" 39.44 " 44.68 " 5.263" 0.765" 0.003" 0.014" 24
25 16.06 " 0.019" 0.554" 3.062" 4.175" 2.880" 44.49 " 38.02 " 4.219" 0.656" 0.000" 0.001" 25
26 15.02 " 0.012" 0.504" 4.602" 2.804" 3.073" 14.84 " 35.22 " 3.956" 0.594" 0.000" 0.001" 26
27 3.591" 0.008" 0.492" 2.727" 2.377" 8.814" 44.52 " 22.78 " 3.618" 0.524" 0.000" 0.000" 27
28 1.747" 0.007" 0.459" 2.138" 2.416" 18.22 " 42.25 " 18.09 " 3.249" 0.474" 0.000" 0.000" 28
29 1.030" 0.389" 2.379" 4.902" 7.004" 38.10 " 14.68 " 2.971" 0.427" 0.784" 0.000" 29
30 0.712" 0.341" 2.166" 5.138" 4.828" 34.70 " 11.73 " 2.780" 0.379" 1.514" 0.000" 30
31 0.619" 0.320" 3.898" 16.72 " 43.69 " 0.370" 0.000" 31
Mean 2.270" 0.134" 0.152" 1.815" 3.311" 4.198" 15.25 " 41.48 " 11.38 " 2.653" 0.241" 0.308"
Median 0.701" 0.059" 0.050" 0.993" 2.377" 2.726" 6.745" 22.78 " 7.454" 1.613" 0.164" 0.009"
Maximum 16.06 " 0.551" 0.554" 5.469" 9.942" 18.22 " 60.29 " 250.7 " 34.56 " 18.21 " 1.514" 5.170"
Minimum 0.076" 0.007" 0.000" 0.717" 1.427" 1.825" 2.773" 9.257" 2.780" 0.370" 0.000" 0.000"
Total 70.38 " 3.762" 4.701" 54.46 " 102.7 " 126.0 " 472.7 "1286 " 341.5 " 82.24 " 7.240" 9.545"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.016" " ... Relative Uncertainty +/-10%
Ann. Median 1.747"
Annual Total 2561 "
Maximum Minimum
Daily 250.7 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.208" 26.24 " 3.121" 61.14 " 241.4 $ 47.00 " 10.23 " 3.847" 0.000" 1
2 0.000" 0.000" 0.000" 0.228" 10.20 " 2.690" 154.9 $ 101.1 " 38.41 " 8.620" 2.440" 0.034" 2
3 0.551" 0.000" 0.000" 0.243" 6.274" 2.538" 123.1 $ 63.67 " 30.28 " 7.163" 1.622" 0.054" 3
4 1.424" 0.000" 0.000" 0.243" 3.851" 2.285" 36.31 " 49.63 " 42.84 " 6.105" 1.047" 0.053" 4
5 1.065" 0.000" 0.000" 0.279" 3.394" 2.028" 22.13 " 39.40 " 44.81 " 5.399" 0.741" 0.152" 5
6 0.591" 0.000" 0.000" 0.264" 3.354" 1.869" 19.23 " 111.3 " 28.39 " 4.713" 0.626" 0.303" 6
7 0.291" 0.000" 0.000" 0.196" 2.768" 2.347" 15.72 " 83.19 " 35.39 " 4.443" 0.559" 0.240" 7
8 0.154" 0.000" 0.000" 0.234" 2.263" 6.595" 44.60 $ 48.29 " 48.42 " 150.1 $ 0.467" 0.150" 8
9 0.090" 0.000" 0.000" 0.332" 1.877" 5.175" 33.07 " 38.15 " 27.68 " 161.6 $ 0.372" 0.094" 9
10 0.168" 0.000" 0.000" 0.412" 1.642" 3.578" 16.58 " 195.9 $ 20.00 " 45.39 " 0.257" 0.033" 10
11 0.234" 0.000" 0.000" 0.407" 1.598" 2.771" 12.84 " 90.77 $ 57.04 $ 47.19 " 0.169" 0.020" 11
12 0.185" 0.000" 0.000" 0.366" 3.015" 2.499" 12.17 " 48.98 " 300.8 $ 20.94 " 0.123" 0.023" 12
13 0.143" 0.000" 0.000" 0.361" 2.855" 7.698" 11.10 " 36.14 " 132.4 $ 13.65 " 0.082" 0.036" 13
14 0.044" 0.000" 0.000" 0.341" 2.209" 40.65 " 10.29 " 37.54 " 99.24 " 9.919" 0.058" 0.042" 14
15 0.002" 0.000" 0.000" 14.26 " 1.830" 10.47 " 9.037" 30.22 " 94.59 " 7.001" 0.072" 0.056" 15
16 0.000" 0.000" 0.000" 50.45 " 1.704" 6.018" 8.058" 25.97 " 57.35 " 5.280" 0.084" 1.272" 16
17 0.000" 0.000" 0.000" 7.924" 1.819" 4.853" 7.496" 23.18 " 43.82 " 5.261" 0.090" 20.40 " 17
18 0.000" 0.000" 20.23 " 3.419" 2.944" 3.762" 6.909" 19.22 " 43.39 " 6.305" 0.086" 13.98 " 18
19 0.000" 0.000" 81.09 " 2.001" 2.611" 3.395" 17.09 " 18.49 " 35.72 " 5.063" 0.058" 4.264" 19
20 0.000" 0.000" 4.167" 1.424" 2.436" 3.522" 37.60 " 29.60 " 26.00 " 4.845" 0.086" 2.568" 20
21 0.000" 0.000" 1.611" 1.213" 2.088" 3.279" 56.80 " 31.99 " 22.85 " 5.254" 0.053" 1.355" 21
22 0.000" 0.000" 0.799" 1.095" 1.765" 4.467" 108.9 " 35.99 $ 22.70 " 4.426" 0.058" 0.733" 22
23 0.000" 0.000" 0.450" 1.263" 1.855" 33.72 " 71.30 # 108.6 $ 17.66 " 3.067" 0.040" 0.454" 23
24 0.000" 0.000" 0.281" 1.515" 2.036" 23.74 " 327.1 $ 34.57 " 41.35 " 2.407" 0.015" 0.277" 24
25 0.000" 0.000" 0.222" 1.739" 2.898" 12.97 " 147.0 # 46.98 " 35.82 " 2.075" 0.006" 0.155" 25
26 0.000" 0.000" 0.233" 1.315" 6.850" 8.980" 79.60 " 99.94 $ 32.87 " 2.276" 0.001" 0.082" 26
27 0.000" 0.000" 0.596" 0.948" 7.279" 14.50 " 96.29 $ 106.9 $ 25.02 " 7.454" 0.000" 0.041" 27
28 0.000" 0.000" 0.361" 0.864" 29.00 " 94.78 " 246.5 $ 57.50 " 17.93 " 5.837" 0.000" 0.011" 28
29 0.000" 0.280" 1.343" 8.659" 22.92 " 65.72 " 193.0 $ 13.51 " 4.154" 0.000" 0.002" 29
30 0.000" 0.254" 16.24 " 4.940" 57.01 " 180.5 $ 185.5 $ 11.39 " 3.997" 0.000" 0.000" 30
31 0.000" 0.220" 3.817" 322.6 $ 62.66 " 4.602" 0.000" 31
Mean 0.159" 0.000" 3.574" 3.704" 5.035" 13.14 " 76.18 $ 74.06 $ 49.82 $ 18.54 $ 0.435" 1.512"
Median 0.000" 0.000" 0.000" 0.906" 2.855" 4.660" 37.60 $ 48.98 $ 35.77 $ 5.399$ 0.085" 0.082"
Maximum 1.424" 0.000" 81.09 " 50.45 " 29.00 " 94.78 " 327.1 $ 241.4 $ 300.8 $ 161.6 $ 3.847" 20.40 "
Minimum 0.000" 0.000" 0.000" 0.196" 1.598" 1.869" 6.909$ 18.49 $ 11.39 $ 2.075$ 0.000" 0.000"
Total 4.941" 0.000" 110.8 " 111.1 " 156.1 " 394.2 "2362 $2296 $1495 $ 574.8 $ 13.06 " 46.88 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.72 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.276$ # ... Relative Uncertainty +/-15%
Annual Total 7564 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 327.1 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 81.71 " 4.850" 180.6 " 20.68 " 110.1 " 10.25 " 6.979" 2.099" 0.533" 1
2 0.000" 0.000" 0.000" 10.99 " 3.478" 40.85 " 17.28 " 200.9 " 13.64 " 8.936" 1.613" 0.368" 2
3 0.000" 0.000" 0.000" 3.732" 2.927" 26.64 " 15.82 " 91.01 " 10.50 " 6.599" 1.308" 0.303" 3
4 0.028" 0.000" 0.000" 2.070" 2.872" 19.57 " 16.40 " 64.61 " 8.163" 11.19 " 5.877" 0.273" 4
5 0.048" 0.000" 0.000" 4.298" 2.732" 15.34 " 22.59 " 53.27 " 7.225" 18.22 " 6.662" 0.231" 5
6 0.007" 0.000" 0.000" 9.116" 2.413" 13.99 " 16.18 " 47.91 " 6.421" 9.166" 6.060" 0.205" 6
7 0.000" 0.000" 0.000" 3.386" 2.243" 12.14 " 12.85 " 42.18 " 5.842" 6.598" 4.709" 0.179" 7
8 0.000" 0.000" 0.000" 4.508" 2.252" 11.08 " 12.19 " 37.36 " 5.383" 5.154" 3.462" 0.143" 8
9 0.000" 0.000" 0.000" 3.585" 2.423" 60.63 " 16.97 " 32.41 " 5.134" 4.178" 2.535" 0.125" 9
10 0.000" 0.000" 0.000" 2.965" 4.822" 50.17 " 58.90 " 29.09 " 4.902" 3.489" 1.864" 0.180" 10
11 0.000" 0.000" 0.000" 2.735" 12.05 " 27.05 " 45.66 " 26.17 " 7.564" 3.099" 1.428" 0.351" 11
12 0.000" 0.000" 0.000" 1.771" 6.151" 20.16 " 22.91 " 23.34 " 10.51 " 3.574" 1.338" 0.406" 12
13 0.000" 0.000" 0.000" 1.369" 7.502" 15.03 " 20.79 " 22.38 " 15.38 " 3.434" 1.106" 0.292" 13
14 0.000" 0.000" 0.000" 1.178" 11.24 " 12.75 " 16.37 " 20.41 " 10.67 " 2.892" 0.841" 0.214" 14
15 0.000" 0.000" 0.000" 1.101" 6.490" 48.49 " 164.2 " 18.46 " 7.640" 2.467" 0.651" 0.151" 15
16 0.000" 0.000" 0.000" 1.128" 5.066" 54.49 " 281.0 " 16.66 " 6.041" 2.080" 0.491" 0.091" 16
17 0.000" 0.000" 0.000" 13.47 " 4.179" 24.43 " 94.92 " 14.70 " 8.606" 2.434" 0.341" 0.050" 17
18 0.000" 0.000" 0.000" 13.20 " 3.721" 16.95 " 409.9 $ 13.15 " 15.97 " 2.243" 0.279" 0.062" 18
19 0.000" 0.000" 0.000" 5.505" 3.479" 13.39 " 218.3 " 13.60 " 16.02 " 1.733" 0.271" 0.082" 19
20 0.000" 0.000" 0.000" 4.734" 3.299" 11.41 " 84.05 " 14.95 " 9.682" 2.559" 0.541" 0.576" 20
21 0.000" 0.000" 0.000" 8.040" 3.586" 10.27 " 64.89 " 12.45 " 16.56 " 9.575" 0.628" 4.398" 21
22 0.000" 0.000" 0.000" 5.542" 31.13 " 9.587" 52.75 " 11.35 " 17.82 " 5.305" 2.825" 2.158" 22
23 0.000" 0.000" 0.000" 11.34 " 86.25 " 8.969" 287.5 $ 10.68 " 8.973" 7.262" 11.43 " 1.239" 23
24 0.000" 0.000" 0.000" 8.473" 55.62 " 8.889" 370.6 $ 10.46 " 6.769" 13.50 " 5.721" 0.584" 24
25 0.000" 0.000" 0.000" 4.161" 67.01 " 21.32 " 103.7 " 10.56 " 52.77 " 38.66 " 7.384" 0.294" 25
26 0.000" 0.000" 0.000" 3.096" 19.40 " 13.07 " 88.10 " 9.432" 54.91 " 11.87 " 4.531" 0.137" 26
27 0.000" 0.000" 0.000" 5.113" 13.07 " 18.91 " 107.6 " 8.923" 19.70 " 5.747" 3.508" 0.067" 27
28 0.000" 0.000" 0.000" 16.80 " 48.82 " 136.8 " 129.1 " 9.081" 12.87 " 3.866" 2.856" 0.035" 28
29 0.000" 0.000" 0.000" 10.31 " 56.29 " 65.25 " 156.8 " 10.15 " 10.64 " 3.595" 1.729" 0.014" 29
30 0.000" 0.000" 7.066" 20.66 " 28.45 " 297.0 " 11.54 " 8.194" 3.889" 0.947" 0.000" 30
31 0.000" 13.17 " 98.72 " 309.3 " 9.732" 2.930" 0.000" 31
Mean 0.003" 0.000" 0.425" 8.416" 19.19 " 33.22 " 114.0 $ 32.48 " 13.16 " 6.878" 2.835" 0.443"
Median 0.000" 0.000" 0.000" 4.621" 5.066" 19.24 " 64.89 $ 16.66 " 9.966" 4.178" 1.796" 0.205"
Maximum 0.048" 0.000" 13.17 " 81.71 " 98.72 " 180.6 " 409.9 $ 200.9 " 54.91 " 38.66 " 11.43 " 4.398"
Minimum 0.000" 0.000" 0.000" 1.101" 2.243" 8.889" 12.19 $ 8.923" 4.902" 1.733" 0.271" 0.000"
Total 0.084" 0.000" 13.17 " 252.5 " 594.8 " 996.7 "3535 $1007 " 394.8 " 213.2 " 85.04 " 13.74 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.42 $ " ... Relative Uncertainty +/-10%
Ann. Median 4.179$ $ ... Relative Uncertainty +/-20%
Annual Total 7106 $
Maximum Minimum
Daily 409.9 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.516" 0.749" 0.267" 0.440" 1.671" 56.73 " 24.13 " 20.76 " 15.61 " 0.941" 0.024" 1
2 0.000" 0.227" 7.961" 0.283" 0.421" 6.029" 39.48 " 22.00 " 22.68 " 13.28 " 0.524" 0.013" 2
3 0.000" 0.090" 1.657# 0.268" 0.438" 6.563" 31.88 " 21.59 " 16.46 " 14.23 " 0.310" 0.009" 3
4 0.000" 0.044" 0.884# 0.231" 0.505" 7.591" 27.42 " 19.76 " 14.80 " 11.83 " 0.232" 0.004" 4
5 0.000" 0.001" 0.526# 0.180" 0.486" 4.251" 25.22 " 19.14 " 37.16 " 9.418" 0.264" 0.001" 5
6 0.000" 0.000" 0.319# 0.169" 0.467" 3.817" 28.43 " 75.14 " 22.71 " 8.328" 1.794" 0.000" 6
7 0.000" 0.000" 0.189# 0.168" 0.461" 2.977" 31.70 " 35.91 " 51.13 " 8.782" 1.749" 0.000" 7
8 0.000" 0.000" 0.105# 0.165" 0.472" 2.656" 24.23 " 30.34 " 89.85 " 9.195" 1.354" 0.000" 8
9 0.000" 0.000" 0.066# 0.162" 0.490" 2.656" 48.17 " 34.14 " 35.34 " 8.034" 0.840" 0.000" 9
10 0.000" 0.000" 0.048# 0.177" 0.571" 4.781" 109.4 " 43.97 " 82.41 " 8.183" 0.529" 0.000" 10
11 0.000" 0.000" 0.032# 0.202" 0.622" 8.967" 46.78 " 46.00 " 200.7 " 10.90 " 0.338" 0.000" 11
12 0.000" 0.000" 0.030" 0.179" 0.655" 9.147" 30.95 " 81.97 " 80.13 " 6.987" 0.257" 0.000" 12
13 0.000" 0.000" 0.031" 0.191" 0.662" 4.660" 21.68 " 89.43 " 45.88 " 5.320" 0.617" 0.000" 13
14 0.000" 0.000" 0.036" 0.203" 0.672" 3.235" 17.32 " 268.0 " 38.98 " 4.553" 0.655" 0.000" 14
15 0.000" 0.000" 0.054" 0.171" 0.695" 2.953" 16.03 " 331.9 " 89.27 " 4.008" 0.398" 0.000" 15
16 0.000" 0.000" 0.062" 0.192" 0.767" 2.870" 31.59 " 108.0 " 41.75 " 3.356" 0.228" 0.000" 16
17 0.000" 0.000" 0.054" 0.230" 0.788" 2.692" 42.53 " 85.07 " 31.59 " 2.779" 0.144" 0.000" 17
18 0.000" 0.000" 0.045" 0.603" 0.773" 2.906" 25.88 " 157.2 " 88.90 " 2.226" 3.369" 0.000" 18
19 0.000" 0.000" 0.055" 1.400" 1.578" 102.6 " 115.5 " 89.92 " 39.42 " 1.777" 8.384" 0.000" 19
20 0.000" 0.000" 0.119" 0.504" 1.202" 99.56 " 294.1 " 69.77 " 65.35 " 1.398" 4.108" 0.000" 20
21 0.000" 0.000" 0.082" 0.396" 8.668" 66.69 " 278.3 " 60.14 " 191.8 " 1.184" 2.116" 0.000" 21
22 0.000" 0.000" 0.123" 0.360" 29.57 " 16.45 " 80.51 " 59.29 " 87.30 " 1.029" 1.421" 0.000" 22
23 0.000" 0.000" 0.178" 0.326" 15.13 " 11.39 " 244.9 " 51.84 " 46.72 " 0.965" 0.822" 0.000" 23
24 0.000" 0.000" 0.222" 0.357" 6.270" 40.12 " 76.75 " 35.10 " 32.73 " 0.940" 0.384" 0.000" 24
25 0.000" 0.000" 0.244" 0.450" 3.902" 65.78 " 114.8 " 34.24 " 22.68 " 0.837" 0.147" 0.000" 25
26 0.000" 0.000" 0.209" 0.511" 2.729" 24.31 " 59.04 " 29.48 " 18.47 " 0.775" 0.076" 0.000" 26
27 0.000" 0.000" 0.180" 0.564" 2.120" 92.86 " 47.07 " 26.14 " 16.00 " 1.094" 0.069" 0.000" 27
28 0.000" 0.038" 0.152" 0.542" 1.781" 175.4 " 40.87 " 29.99 " 28.06 " 2.233" 0.060" 0.000" 28
29 0.000" 0.120" 0.499" 1.574" 444.5 " 33.87 " 29.54 " 25.68 " 4.299" 0.054" 0.000" 29
30 0.983" 0.148" 0.479" 1.496" 164.6 " 29.67 " 21.83 " 23.27 " 2.336" 0.037" 0.000" 30
31 1.107" 0.231" 1.559" 27.11 " 19.92 " 1.571" 0.000" 31
Mean 0.067" 0.033" 0.481# 0.348" 2.838" 46.16 " 67.68 " 66.16 " 53.60 " 5.402" 1.074" 0.002"
Median 0.000" 0.000" 0.123# 0.268" 0.767" 7.077" 39.48 " 35.91 " 38.07 " 4.008" 0.461" 0.000"
Maximum 1.107" 0.516" 7.961# 1.400" 29.57 " 444.5 " 294.1 " 331.9 " 200.7 " 15.61 " 8.384" 0.024"
Minimum 0.000" 0.000" 0.030# 0.162" 0.421" 1.671" 16.03 " 19.14 " 14.80 " 0.775" 0.037" 0.000"
Total 2.090" 0.916" 14.91 # 10.43 " 87.97 "1385 "2098 "2051 "1608 " 167.5 " 32.22 " 0.050"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 20.43 # " ... Relative Uncertainty +/-10%
Ann. Median 0.788# # ... Relative Uncertainty +/-15%
Annual Total 7458 #
Maximum Minimum
Daily 444.5 # 0.000#
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.000" 0.000" 0.000" 0.895" 1.451" 4.397" 4.317" 10.01 " 5.775" 0.663" 0.077" 0.000" 1
2 0.000" 0.000" 0.000" 45.10 " 1.477" 3.877" 7.433" 7.974" 4.306" 0.597" 0.021" 0.000" 2
3 0.000" 0.000" 0.000" 12.85 " 1.390" 3.504" 8.029" 6.573" 3.840" 0.526" 0.003" 0.000" 3
4 0.000" 0.000" 0.000" 4.969" 1.229" 3.434" 5.649" 6.179" 3.743" 0.444" 0.002" 0.000" 4
5 0.000" 0.000" 0.000" 3.526" 1.087" 3.445" 5.345" 5.971" 3.750" 0.374" 0.000" 0.000" 5
6 0.000" 0.000" 0.000" 2.755" 1.013" 3.553" 4.834" 6.165" 3.423" 0.302" 0.000" 0.000" 6
7 0.000" 0.000" 0.000" 2.331" 1.111" 3.445" 4.510" 5.741" 5.063" 0.246" 0.011" 0.000" 7
8 0.000" 0.000" 0.000" 1.915" 1.260" 3.619" 11.51 " 4.934" 39.31 " 0.188" 0.011" 0.000" 8
9 0.000" 0.000" 0.000" 1.525" 1.427" 3.220" 98.22 " 4.411" 19.08 " 0.149" 0.080" 0.000" 9
10 0.000" 0.000" 0.000" 1.230" 1.491" 2.721" 31.51 " 4.142" 10.28 " 0.301" 4.391" 0.000" 10
11 0.000" 0.000" 0.000" 1.079" 1.426" 2.649" 41.99 " 3.974" 7.364" 0.757" 7.748" 0.000" 11
12 0.000" 0.000" 0.000" 1.232" 1.402" 2.735" 146.6 " 30.46 " 18.54 " 0.761" 3.545" 0.000" 12
13 0.000" 0.000" 0.000" 1.781" 2.136" 2.814" 38.86 " 64.84 " 11.19 " 0.544" 1.573" 0.000" 13
14 0.000" 0.000" 0.000" 2.183" 4.859" 6.952" 21.03 " 22.29 " 6.690" 0.301" 0.712" 0.000" 14
15 0.000" 0.000" 0.000" 4.042" 3.298" 42.72 " 16.32 " 13.69 " 5.479" 0.155" 0.350" 0.000" 15
16 0.000" 0.000" 0.000" 3.105" 2.405" 31.84 " 16.83 " 10.05 " 4.369" 0.098" 0.162" 0.000" 16
17 0.000" 0.000" 0.000" 2.049" 2.221" 11.72 " 33.38 " 9.181" 3.371" 0.062" 0.071" 0.000" 17
18 0.000" 0.000" 0.000" 1.763" 2.129" 9.036" 16.27 " 10.03 " 2.658" 0.044" 0.022" 0.000" 18
19 0.000" 0.000" 0.000" 1.620" 2.049" 10.32 " 12.15 " 8.133" 2.281" 0.022" 0.006" 0.000" 19
20 0.000" 0.000" 0.000" 1.490" 1.932" 7.905" 10.56 " 8.508" 2.028" 2.973" 0.001" 0.000" 20
21 0.000" 0.000" 0.000" 1.448" 1.869" 6.209" 8.999" 10.56 " 1.773" 11.92 " 0.000" 0.000" 21
22 0.000" 0.000" 3.835" 1.554" 48.33 " 5.734" 7.991" 8.738" 1.546" 3.710" 0.001" 0.000" 22
23 0.000" 0.000" 377.6 $ 1.630" 30.79 " 28.34 " 7.120" 6.876" 1.363" 1.808" 0.015" 0.000" 23
24 0.000" 0.000" 22.52 " 1.531" 8.379" 17.66 " 6.585" 10.15 " 1.210" 1.009" 0.070" 0.000" 24
25 0.000" 0.000" 7.036" 1.347" 4.749" 8.453" 6.664" 7.925" 1.154" 0.574" 0.019" 0.000" 25
26 0.000" 0.000" 3.180" 1.215" 4.027" 6.296" 13.88 " 5.839" 1.007" 0.337" 0.000" 0.000" 26
27 0.000" 0.000" 2.211" 1.091" 28.06 " 5.485" 17.24 " 5.329" 0.988" 0.253" 0.000" 0.000" 27
28 0.000" 0.000" 1.664" 1.062" 17.49 " 5.258" 12.96 " 4.901" 1.059" 0.552" 0.000" 0.000" 28
29 0.000" 1.339" 1.127" 7.538" 5.216" 41.88 " 4.468" 1.028" 0.723" 0.000" 0.000" 29
30 0.000" 1.122" 1.268" 5.240" 4.800" 19.02 " 5.850" 0.856" 0.456" 0.000" 0.000" 30
31 0.000" 0.960" 4.527" 12.40 " 7.470" 0.200" 0.000" 31
Mean 0.000" 0.000" 13.60 $ 3.690" 6.380" 8.579" 22.26 " 10.37 " 5.817" 1.002" 0.630" 0.000"
Median 0.000" 0.000" 0.000$ 1.587" 2.129" 5.237" 12.40 " 7.470" 3.583" 0.444" 0.013" 0.000"
Maximum 0.000" 0.000" 377.6 $ 45.10 " 48.33 " 42.72 " 146.6 " 64.84 " 39.31 " 11.92 " 7.748" 0.000"
Minimum 0.000" 0.000" 0.000$ 0.895" 1.013" 2.649" 4.317" 3.974" 0.856" 0.022" 0.000" 0.000"
Total 0.000" 0.000" 421.5 $ 110.7 " 197.8 " 257.4 " 690.1 " 321.4 " 174.5 " 31.05 " 18.89 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 6.091$ " ... Relative Uncertainty +/-10%
Ann. Median 1.229$ $ ... Relative Uncertainty +/-20%
Annual Total 2223 $
Maximum Minimum
Daily 377.6 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 3.072" 0.000" 0.000" 1.432" 16.84 " 148.4 " 81.37 " 18.01 " 9.156" 1.883" 0.025" 1
2 0.000" 1.544" 0.000" 0.000" 1.099" 26.07 " 51.04 " 80.78 " 68.03 " 19.97 " 1.743" 0.003" 2
3 0.000" 0.825" 0.000" 0.000" 0.925" 9.753" 35.76 " 93.24 " 41.82 " 48.03 " 71.24 " 0.000" 3
4 0.000" 0.395" 0.000" 0.000" 0.852" 6.729" 26.62 " 63.36 " 24.07 " 23.34 " 90.75 $ 0.000" 4
5 0.000" 0.165" 0.000" 0.000" 0.907" 5.224" 22.95 " 36.50 " 17.33 " 14.34 " 45.85 $ 0.000" 5
6 3.946" 0.047" 0.000" 0.000" 1.699" 4.065" 22.34 " 28.83 " 13.10 " 10.26 " 38.13 $ 0.028" 6
7 1.061" 0.007" 0.000" 0.000" 1.294" 3.425" 18.01 " 25.84 " 10.84 " 8.292" 15.71 $ 0.653" 7
8 0.258" 0.013" 0.000" 0.000" 0.871" 3.133" 15.50 " 25.23 " 9.214" 7.399" 35.01 $ 0.989" 8
9 0.043" 0.050" 0.000" 0.000" 0.720" 2.965" 13.27 " 26.48 " 8.373" 18.62 " 26.87 # 0.868" 9
10 0.001" 0.038" 0.000" 0.000" 0.582" 2.603" 11.98 " 19.59 " 7.661" 7.843" 10.23 # 0.492" 10
11 0.000" 0.020" 0.000" 0.000" 0.531" 2.339" 29.53 " 16.09 " 7.077" 5.891" 5.909# 0.240" 11
12 0.000" 0.007" 0.000" 0.000" 0.509" 1.993" 42.52 " 14.76 " 6.319" 5.144" 3.859# 0.700" 12
13 0.000" 0.000" 0.000" 0.000" 0.502" 1.764" 22.83 " 15.24 " 5.684" 5.177" 2.550# 137.6 " 13
14 0.000" 0.000" 0.000" 0.000" 0.487" 4.395" 16.70 " 88.53 " 5.742" 5.202" 2.126# 43.28 " 14
15 0.000" 0.000" 0.000" 0.000" 0.540" 11.13 " 91.98 " 69.80 " 6.063" 3.852" 1.767# 15.36 " 15
16 0.000" 0.000" 0.000" 0.000" 0.652" 9.767" 60.19 " 83.64 " 16.26 " 3.007" 1.003# 8.827" 16
17 0.000" 0.000" 0.000" 0.006" 0.984" 5.604" 26.27 " 32.18 " 29.58 " 2.588" 0.981# 5.465" 17
18 0.000" 0.000" 0.000" 0.008" 1.889" 6.456" 19.35 " 24.37 " 233.1 " 2.726" 2.294# 3.582" 18
19 0.000" 0.000" 0.000" 0.032" 1.503" 8.356" 17.45 " 20.60 " 68.99 " 4.137" 1.190# 2.321" 19
20 0.000" 0.000" 0.000" 0.034" 75.27 " 6.614" 23.06 " 16.61 " 30.14 " 2.956" 0.570# 1.642" 20
21 0.000" 0.000" 0.000" 0.058" 36.43 " 5.710" 41.83 " 18.71 " 48.49 " 2.352" 0.462# 1.085" 21
22 0.000" 0.000" 0.000" 0.080" 8.356" 4.579" 28.67 " 475.8 $ 51.83 " 3.575" 0.376# 0.651" 22
23 0.000" 0.000" 0.000" 0.093" 4.636" 6.208" 36.89 " 79.47 " 22.33 " 15.39 " 0.252# 0.363" 23
24 23.06 " 0.000" 0.000" 64.09 " 3.534" 58.60 " 21.75 " 63.59 " 15.28 " 8.943" 0.112" 0.212" 24
25 12.52 " 0.000" 0.000" 16.52 " 3.061" 235.8 " 18.62 " 38.54 " 12.11 " 35.16 " 0.050" 0.139" 25
26 3.281" 0.000" 0.000" 4.023" 2.656" 28.26 " 22.71 " 29.97 " 28.19 " 30.11 " 0.033" 0.101" 26
27 0.990" 0.000" 0.000" 8.746" 2.307" 17.35 " 17.30 " 26.20 " 48.33 " 13.63 " 0.052" 0.057" 27
28 0.362" 0.000" 0.000" 18.22 " 2.048" 290.6 $ 123.6 " 23.93 " 38.98 " 7.221" 0.081" 0.032" 28
29 15.16 " 0.000" 5.721" 1.895" 116.7 " 84.37 " 21.83 " 17.24 " 4.099" 0.066" 0.012" 29
30 67.20 " 0.000" 2.454" 37.64 " 185.6 " 50.72 " 19.86 " 11.37 " 2.790" 0.062" 0.003" 30
31 6.877" 0.000" 17.75 " 195.1 " 19.38 " 2.250" 0.007" 31
Mean 4.347" 0.221" 0.000" 4.003" 6.889" 36.28 $ 43.79 " 54.20 $ 30.72 " 10.76 " 12.04 $ 7.250"
Median 0.000" 0.000" 0.000" 0.000" 1.432" 6.535$ 26.27 " 26.48 $ 17.28 " 7.221" 1.755$ 0.363"
Maximum 67.20 " 3.072" 0.000" 64.09 " 75.27 " 290.6 $ 195.1 " 475.8 $ 233.1 " 48.03 " 90.75 $ 137.6 "
Minimum 0.000" 0.000" 0.000" 0.000" 0.487" 1.764$ 11.98 " 14.76 $ 5.684" 2.250" 0.033$ 0.000"
Total 134.8 " 6.184" 0.000" 120.1 " 213.6 "1089 $1357 "1680 $ 921.5 " 333.5 " 361.2 $ 224.8 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 17.65 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.790$ # ... Relative Uncertainty +/-15%
Annual Total 6442 $ $ ... Relative Uncertainty +/-20%
Maximum Minimum
Daily 475.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.013" 0.000" 0.000" 0.000" 1.453" 9.633" 7.808" 18.95 " 8.390" 8.413" 0.253" 2.483" 1
2 0.068" 0.000" 0.000" 0.000" 1.077" 5.234" 7.454" 15.87 " 7.017" 6.024" 0.364" 1.081" 2
3 0.078" 0.000" 0.000" 0.016" 0.652" 3.517" 6.702" 15.50 " 27.91 " 6.022" 1.036" 0.550" 3
4 0.043" 0.000" 0.000" 0.672" 1.265" 2.360" 5.992" 12.77 " 155.8 " 5.678" 17.22 " 0.299" 4
5 0.067" 0.000" 0.000" 0.712" 27.32 " 1.866" 5.480" 10.05 " 51.15 " 4.415" 13.25 " 0.213" 5
6 0.116" 0.000" 0.000" 0.991" 10.00 " 1.848" 7.252" 12.74 " 32.33 " 3.475" 6.038" 0.188" 6
7 0.070" 0.000" 0.000" 0.610" 7.585" 19.65 " 20.35 " 39.76 " 17.48 " 2.925" 3.311" 0.349" 7
8 0.047" 0.000" 0.000" 0.273" 14.28 " 24.87 " 14.10 " 17.15 " 12.01 " 2.477" 2.103" 0.365" 8
9 0.031" 0.000" 0.000" 0.169" 5.702" 8.119" 8.917" 9.703" 9.479" 2.290" 1.347" 0.131" 9
10 0.004" 0.000" 0.000" 0.112" 3.053" 35.74 " 8.513" 7.214" 8.169" 1.834" 0.806" 0.068" 10
11 0.000" 0.000" 0.000" 0.085" 2.228" 59.32 " 13.70 " 6.235" 7.953" 1.380" 0.598" 0.088" 11
12 0.000" 0.000" 0.000" 0.065" 1.843" 45.84 " 8.958" 46.79 " 7.451" 1.093" 0.408" 15.78 " 12
13 0.000" 0.000" 0.000" 0.057" 1.598" 203.1 " 7.413" 53.35 " 5.720" 1.244" 0.333" 191.0 " 13
14 0.000" 0.000" 0.000" 0.094" 1.668" 37.19 " 7.106" 19.89 " 4.838" 3.471" 0.278" 39.25 " 14
15 0.000" 0.000" 0.000" 0.111" 1.750" 36.40 " 6.962" 22.46 " 4.304" 3.433" 0.200" 13.16 " 15
16 0.000" 0.000" 0.000" 0.144" 1.583" 21.48 " 9.960" 14.11 " 3.770" 2.429" 0.143" 6.798" 16
17 0.000" 0.000" 0.000" 0.188" 1.501" 17.11 " 11.90 " 10.48 " 3.464" 2.023" 0.100" 4.089" 17
18 0.000" 0.000" 0.000" 0.276" 1.435" 14.15 " 7.526" 8.672" 11.52 " 1.564" 0.080" 2.643" 18
19 0.000" 0.000" 0.000" 0.324" 1.367" 86.34 " 6.252" 7.395" 9.953" 1.313" 0.065" 1.834" 19
20 0.000" 0.000" 0.000" 1.359" 1.314" 45.59 " 5.984" 7.494" 7.594" 1.056" 0.048" 1.185" 20
21 0.000" 0.000" 0.000" 0.829" 1.262" 30.77 " 5.643" 42.01 " 21.92 " 0.802" 0.036" 0.817" 21
22 0.000" 0.000" 0.000" 0.937" 1.264" 19.26 " 5.413" 35.06 " 57.08 " 1.636" 0.031" 0.583" 22
23 0.000" 0.000" 0.000" 0.519" 1.235" 15.19 " 5.828" 15.99 " 17.33 " 2.344" 0.026" 0.438" 23
24 0.000" 0.000" 0.000" 0.887" 1.130" 13.45 " 7.139" 11.88 " 9.205" 1.394" 0.032" 0.297" 24
25 0.000" 0.000" 0.000" 0.593" 1.086" 12.25 " 5.870" 9.694" 15.65 " 0.926" 0.036" 0.214" 25
26 0.000" 0.000" 0.000" 0.462" 1.199" 11.44 " 5.623" 7.904" 32.11 " 0.586" 0.039" 0.148" 26
27 0.000" 0.000" 0.000" 0.619" 1.314" 17.42 " 5.299" 7.020" 147.6 " 0.433" 0.043" 0.095" 27
28 0.000" 0.000" 0.000" 0.706" 1.356" 12.11 " 4.714" 7.008" 38.60 " 0.329" 0.377" 0.105" 28
29 0.000" 0.000" 0.000" 1.696" 1.412" 9.214" 4.386" 6.368" 19.80 " 0.261" 6.500" 4.737" 29
30 0.000" 0.000" 3.328" 1.356" 8.304" 4.166" 5.594" 12.54 " 0.211" 6.271" 1.916" 30
31 0.000" 0.000" 1.768" 8.061" 5.245" 0.198" 0.513" 31
Mean 0.017" 0.000" 0.000" 0.561" 3.325" 27.63 " 7.757" 16.46 " 25.61 " 2.312" 2.046" 9.402"
Median 0.000" 0.000" 0.000" 0.393" 1.435" 16.15 " 7.106" 11.88 " 11.76 " 1.636" 0.306" 0.550"
Maximum 0.116" 0.000" 0.000" 3.328" 27.32 " 203.1 " 20.35 " 53.35 " 155.8 " 8.413" 17.22 " 191.0 "
Minimum 0.000" 0.000" 0.000" 0.000" 0.652" 1.848" 4.166" 5.245" 3.464" 0.198" 0.026" 0.068"
Total 0.536" 0.000" 0.000" 16.83 " 103.1 " 828.8 " 240.5 " 510.4 " 768.2 " 71.68 " 61.37 " 291.5 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 7.904" " ... Relative Uncertainty +/-10%
Ann. Median 1.331"
Annual Total 2893 "
Maximum Minimum
Daily 203.1 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.248" 0.000" 0.000" 0.570" 0.955" 10.43 " 5.541" 32.85 " 28.56 " 38.92 " 1.466" 0.421" 1
2 0.119" 0.000" 0.000" 0.482" 15.67 " 8.345" 5.181" 27.34 " 17.69 " 26.83 " 1.122" 0.249" 2
3 0.056" 0.000" 0.000" 0.412" 10.30 " 7.475" 5.350" 20.32 " 136.9 " 21.54 " 0.908" 0.202" 3
4 0.025" 0.000" 0.000" 0.348" 5.394" 7.102" 6.198" 17.18 " 148.0 " 17.28 " 0.930" 0.127" 4
5 0.021" 0.000" 0.000" 0.304" 3.213" 6.850" 5.511" 33.27 " 34.20 " 21.35 " 1.313" 0.076" 5
6 0.063" 0.000" 0.000" 0.298" 2.570" 6.498" 4.930" 143.7 " 23.41 " 27.25 " 1.558" 0.402" 6
7 0.327" 0.000" 0.000" 0.283" 2.391" 5.954" 4.552" 443.2 $ 20.03 " 17.69 " 1.821" 0.567" 7
8 0.492" 0.000" 0.000" 0.278" 16.46 " 5.475" 4.353" 385.8 $ 40.91 " 14.38 " 1.408" 0.465" 8
9 0.137" 0.000" 0.000" 0.291" 35.47 " 24.69 " 6.834" 108.4 " 23.52 " 17.50 " 0.900" 0.272& 9
10 0.037" 0.000" 0.000" 0.349" 40.36 " 26.06 " 19.23 " 73.70 " 20.44 " 17.75 " 0.609" 0.152& 10
11 0.011" 0.000" 0.003" 0.435" 11.19 " 11.59 " 11.81 " 64.33 " 108.1 " 12.91 " 0.407" 0.060" 11
12 0.006" 0.000" 0.503" 0.608" 6.285" 8.366" 8.982" 46.36 " 121.9 " 11.35 " 0.299" 0.045" 12
13 0.012" 0.000" 0.105" 1.395" 4.653" 7.217" 7.570" 50.08 " 44.26 " 9.040" 0.226" 0.034" 13
14 0.069" 0.000" 0.659" 1.553" 3.978" 6.518" 7.011" 43.13 " 109.9 " 7.295" 0.168" 0.022" 14
15 0.128" 0.000" 42.00 " 1.116" 3.541" 5.863" 10.78 " 68.50 " 193.6 " 6.159" 0.135" 0.010" 15
16 0.059" 0.000" 6.916" 0.904" 3.713" 5.291" 32.85 " 73.92 " 94.75 " 6.473" 0.111" 0.000" 16
17 0.011" 0.000" 2.852" 0.814" 44.06 " 6.267" 42.12 " 42.26 " 230.2 " 6.229" 0.109" 0.000" 17
18 0.003" 0.000" 1.746" 1.060" 16.71 " 6.433" 18.38 " 33.05 " 64.02 " 5.328" 0.093" 0.000" 18
19 0.003" 0.000" 1.255" 1.163" 9.112" 6.549" 12.27 " 27.36 " 53.42 " 11.01 " 0.061" 0.014" 19
20 0.000" 0.000" 0.874" 0.819" 129.2 " 7.309" 9.734" 24.18 " 71.36 " 48.47 " 0.064" 0.020" 20
21 0.000" 0.000" 0.585" 0.633" 50.11 " 6.723" 8.341" 22.97 " 60.18 " 27.79 " 0.064" 0.019" 21
22 0.000" 0.000" 0.455" 0.621" 18.91 " 5.882" 7.703" 20.68 " 126.4 " 12.62 " 0.542" 0.016" 22
23 0.000" 0.000" 0.365" 0.643" 13.03 " 5.637" 10.09 " 19.39 " 630.4 $ 7.913" 2.492" 0.016" 23
24 0.000" 0.000" 0.333" 0.652" 9.764" 9.842" 125.2 " 16.95 " 119.6 " 5.671" 0.911" 0.009" 24
25 0.000" 0.000" 0.366" 0.618" 8.059" 20.34 " 38.76 " 15.54 " 70.38 " 4.989" 0.509" 0.011" 25
26 0.000" 0.000" 7.175" 0.610" 7.174" 12.15 " 146.7 " 20.31 " 48.00 " 4.306" 0.376" 0.005" 26
27 0.000" 0.000" 4.757" 0.604" 6.556" 8.437" 153.1 " 35.72 " 37.53 " 3.659" 0.247" 0.020" 27
28 0.000" 0.000" 2.032" 0.646" 6.208" 7.780" 52.57 " 41.64 " 32.32 " 3.110" 0.157" 0.029" 28
29 0.000" 1.161" 0.727" 5.968" 7.414" 33.79 " 23.39 " 39.42 " 2.582" 0.185" 0.007" 29
30 0.000" 0.845" 0.749" 28.93 " 6.538" 31.16 " 41.61 " 98.74 " 2.038" 0.376" 0.000" 30
31 0.000" 0.690" 20.67 " 42.82 " 47.19 " 1.621" 0.000" 31
Mean 0.059" 0.000" 2.441" 0.666" 17.44 " 9.034" 28.37 " 66.59 $ 94.94 $ 13.58 " 0.652" 0.106&
Median 0.011" 0.000" 0.455" 0.619" 9.112" 7.160" 10.09 " 35.72 $ 62.10 $ 11.01 " 0.391" 0.020&
Maximum 0.492" 0.000" 42.00 " 1.553" 129.2 " 26.06 " 153.1 " 443.2 $ 630.4 $ 48.47 " 2.492" 0.567&
Minimum 0.000" 0.000" 0.000" 0.278" 0.955" 5.291" 4.353" 15.54 $ 17.69 $ 1.621" 0.061" 0.000&
Total 1.828" 0.000" 75.68 " 19.99 " 540.6 " 271.0 " 879.4 "2064 $2848 $ 421.0 " 19.57 " 3.272&
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 19.57 & " ... Relative Uncertainty +/-10%
Ann. Median 2.852& $ ... Relative Uncertainty +/-20%
Annual Total 7145 & & ... Relative Uncertainty +/-30%
Maximum Minimum
Daily 630.4 & 0.000&
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.139" 0.596" 6.347" 7.354" 16.95 " 32.46 $ 10.76 " 0.936" 0.663" 1
2 0.000" 0.000" 0.000" 0.102" 0.487" 6.245" 36.47 " 15.57 " 24.68 $ 8.985" 0.705" 1.480" 2
3 0.036" 0.000" 0.000" 0.067" 0.437" 5.646" 30.18 " 14.58 " 19.66 $ 6.995" 0.605" 0.973" 3
4 0.051" 0.000" 0.000" 0.055" 0.474" 4.930" 13.44 " 12.99 " 15.15 $ 5.606" 0.520" 0.515" 4
5 0.002" 0.000" 0.000" 0.102" 1.016" 4.379" 18.17 " 11.86 " 13.17 $ 10.48 " 0.436" 0.307" 5
6 0.000" 0.000" 0.000" 0.120" 1.655" 3.935" 71.93 " 10.86 " 16.84 $ 17.87 " 0.417" 0.214" 6
7 0.000" 0.000" 0.000" 0.109" 2.310" 3.593" 133.2 " 15.55 $ 30.82 $ 9.456" 0.771" 0.203" 7
8 0.000" 0.000" 0.000" 0.097" 22.13 " 3.500" 111.6 " 20.85 $ 156.2 $ 6.178" 0.851" 0.130" 8
9 0.000" 0.000" 0.000" 0.089" 9.192" 9.900" 40.55 " 13.66 $ 120.5 $ 5.143" 0.580" 0.104" 9
10 0.000" 0.000" 0.000" 0.085" 6.442" 21.25 " 29.55 " 10.76 $ 44.00 $ 4.260" 0.459" 0.066" 10
11 0.000" 0.000" 0.000" 0.076" 3.847" 17.80 " 24.60 " 9.841$ 31.11 " 3.680" 0.357" 0.054" 11
12 0.000" 0.000" 0.000" 0.053" 2.901" 10.93 " 23.40 " 8.271$ 23.72 " 3.124" 0.328" 0.040" 12
13 0.000" 0.632" 0.000" 0.046" 3.160" 8.367" 19.45 " 7.223$ 18.08 " 2.549" 0.300" 0.025" 13
14 0.000" 0.117" 0.000" 0.045" 2.344" 6.629" 61.37 " 6.243$ 14.17 " 2.171" 0.285" 0.019" 14
15 0.000" 0.016" 0.000" 0.044" 2.231" 5.852" 55.24 " 8.131$ 12.54 " 1.853" 0.312" 0.013" 15
16 0.000" 0.001" 0.000" 0.056" 2.264" 5.583" 29.92 " 8.225$ 10.84 " 1.566" 0.230" 0.021" 16
17 0.000" 0.000" 0.000" 0.069" 1.987" 22.09 " 22.13 " 7.908$ 9.398" 1.340" 0.183" 0.021" 17
18 0.000" 0.000" 0.029" 0.103" 1.765" 55.30 " 17.86 " 33.51 $ 8.507" 2.101" 0.156" 0.020" 18
19 0.000" 0.000" 0.029" 0.111" 5.052" 19.21 " 16.38 " 39.79 $ 7.508" 17.35 " 0.153" 0.013" 19
20 0.000" 0.000" 0.019" 0.127" 23.56 " 16.42 " 52.85 " 21.12 $ 6.956" 44.20 " 0.154" 0.002" 20
21 0.000" 0.000" 0.022" 0.118" 23.89 " 19.13 " 32.68 " 37.15 $ 20.93 " 15.36 " 0.159" 0.001" 21
22 0.000" 0.000" 0.012" 0.132" 8.133" 31.68 " 64.59 " 31.96 $ 64.11 " 8.415" 0.170" 0.012" 22
23 0.000" 0.000" 0.025" 0.153" 107.3 " 13.66 " 44.32 " 16.70 $ 22.22 " 6.063" 0.130" 0.027" 23
24 0.000" 0.000" 0.120" 0.188" 43.33 " 9.879" 30.51 " 11.99 $ 15.37 " 4.951" 0.107" 0.019" 24
25 0.000" 0.000" 0.149" 0.224" 31.76 " 8.599" 26.42 " 9.987$ 12.27 " 3.990" 0.074" 0.000" 25
26 0.000" 0.000" 0.077" 0.313" 23.77 " 8.436" 67.15 " 11.97 $ 9.946" 3.272" 0.094" 0.000" 26
27 0.000" 0.000" 0.085" 0.978" 14.73 " 9.780" 60.46 " 12.79 $ 46.26 " 2.560" 2.128" 0.000" 27
28 0.000" 0.000" 0.072" 1.981" 14.58 " 7.501" 36.59 " 10.10 $ 46.31 " 2.118" 3.984" 0.000" 28
29 0.000" 0.089" 1.357" 10.68 " 6.312" 35.88 " 98.71 $ 22.31 " 1.849" 1.842" 0.000" 29
30 0.000" 0.133" 0.808" 7.838" 6.018" 30.42 " 308.8 $ 14.44 " 1.614" 0.880" 0.000" 30
31 0.000" 0.208" 6.464" 23.10 " 58.79 $ 1.260" 0.000" 31
Mean 0.003" 0.027" 0.035" 0.265" 12.46 " 11.96 " 40.90 " 29.12 $ 29.68 $ 7.004" 0.610" 0.159"
Median 0.000" 0.000" 0.000" 0.106" 5.052" 8.401" 30.51 " 12.99 $ 18.87 $ 4.260" 0.343" 0.021"
Maximum 0.051" 0.632" 0.208" 1.981" 107.3 " 55.30 " 133.2 " 308.8 $ 156.2 $ 44.20 " 3.984" 1.480"
Minimum 0.000" 0.000" 0.000" 0.044" 0.437" 3.500" 7.354" 6.243$ 6.956$ 1.260" 0.074" 0.000"
Total 0.089" 0.767" 1.070" 7.944" 386.3 " 358.9 "1268 " 902.8 $ 890.5 $ 217.1 " 18.31 " 4.943"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 11.11 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.357$ $ ... Relative Uncertainty +/-20%
Annual Total 4057 $
Maximum Minimum
Daily 308.8 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.064" 0.000" 0.092" 8.839" 1.857" 3.144" 25.12 " 13.13 " 0.865" 1.769" 0.000" 1
2 0.000" 0.017" 0.000" 0.103" 3.932" 4.028" 3.524" 11.36 " 9.088" 0.654" 1.446" 0.000" 2
3 0.000" 0.026" 0.000" 0.094" 2.787" 5.651" 3.744" 7.509" 7.079" 0.513" 0.964" 0.000" 3
4 0.000" 0.031" 0.000" 0.102" 9.479" 4.570" 3.820" 6.158" 6.196" 0.455" 0.561" 0.000" 4
5 0.000" 0.026" 0.000" 0.118" 5.472" 3.668" 3.974" 5.482" 12.95 " 0.554" 0.400" 0.051" 5
6 0.000" 0.014" 0.000" 0.106" 3.344" 3.124" 4.008" 5.215" 9.124" 0.645" 0.295" 1.412" 6
7 0.000" 0.006" 0.000" 0.207" 2.441" 2.713" 6.000" 5.855" 5.655" 0.484" 0.230" 1.024" 7
8 0.000" 0.001" 0.000" 2.434" 2.068" 2.517" 7.190" 11.66 " 4.507" 0.464" 0.203" 0.310" 8
9 0.000" 0.000" 0.000" 4.150" 1.920" 2.347" 5.237" 17.46 " 3.787" 0.353" 0.159" 0.130" 9
10 0.000" 0.000" 0.000" 20.58 " 1.846" 2.235" 4.067" 11.93 " 4.938" 0.275" 0.112" 0.055" 10
11 0.000" 0.000" 0.000" 7.036" 1.775" 2.171" 3.477" 10.94 " 12.40 " 0.222" 0.066" 0.040" 11
12 0.000" 0.000" 0.000" 3.882" 1.674" 2.224" 3.035" 7.815" 59.91 " 0.224" 0.039" 0.036" 12
13 0.000" 0.000" 0.000" 2.966" 1.489" 2.158" 2.761" 7.192" 30.20 " 0.276" 0.023" 0.020" 13
14 0.000" 0.000" 0.139" 2.549" 1.333" 1.999" 2.612" 7.341" 13.21 " 0.440" 0.010" 0.004" 14
15 0.000" 0.000" 2.090" 2.610" 1.205" 1.884" 2.802" 6.182" 8.979" 0.371" 0.017" 0.001" 15
16 0.000" 0.000" 0.819" 1.824" 1.476" 1.921" 2.871" 5.042" 6.771" 0.338" 0.006" 0.000" 16
17 0.000" 0.000" 0.242" 1.361" 9.311" 2.010" 2.741" 9.571" 5.367" 0.216" 0.003" 0.000" 17
18 0.000" 0.000" 0.574" 1.072" 13.17 " 2.965" 2.998" 24.72 " 4.438" 0.217" 0.023" 0.000" 18
19 0.000" 0.000" 0.987" 0.897" 6.623" 9.904" 5.474" 14.51 " 3.742" 0.247" 0.004" 0.000" 19
20 0.000" 0.000" 0.369" 0.782" 3.879" 10.67 " 99.16 " 22.87 " 3.046" 0.342" 0.001" 0.000" 20
21 0.000" 0.000" 0.226" 0.721" 2.955" 26.47 " 42.72 " 23.26 " 2.634" 0.216" 0.000" 0.000" 21
22 0.000" 0.000" 0.167" 0.670" 2.809" 25.28 " 17.19 " 26.17 " 2.280" 0.171" 0.000" 0.000" 22
23 0.000" 0.000" 0.118" 0.633" 2.947" 10.98 " 25.08 " 12.71 " 1.977" 0.154" 0.000" 0.000" 23
24 0.000" 0.000" 0.097" 0.585" 2.876" 6.319" 14.52 " 8.492" 1.725" 0.131" 0.000" 0.000" 24
25 0.000" 0.000" 0.066" 0.532" 2.514" 4.844" 9.335" 6.756" 1.502" 0.113" 0.000" 0.000" 25
26 0.000" 0.000" 0.073" 0.510" 2.287" 4.317" 7.524" 5.829" 1.336" 0.100" 0.000" 0.000" 26
27 0.000" 0.000" 0.085" 0.514" 2.163" 3.857" 6.398" 5.283" 1.256" 0.104" 0.000" 0.000" 27
28 0.000" 0.000" 0.097" 0.513" 2.069" 3.514" 6.114" 5.549" 1.265" 0.101" 0.000" 0.000" 28
29 0.000" 0.112" 0.534" 1.964" 3.273" 7.060" 9.448" 1.194" 0.084" 0.000" 0.000" 29
30 0.494" 0.113" 0.889" 1.853" 3.149" 8.249" 18.61 " 1.052" 0.437" 0.000" 0.000" 30
31 0.457" 0.117" 1.823" 20.59 " 14.60 " 5.741" 0.000" 31
Mean 0.031" 0.007" 0.209" 1.969" 3.559" 5.421" 10.88 " 11.63 " 8.025" 0.500" 0.211" 0.099"
Median 0.000" 0.000" 0.085" 0.695" 2.441" 3.211" 5.237" 9.448" 4.722" 0.276" 0.013" 0.000"
Maximum 0.494" 0.064" 2.090" 20.58 " 13.17 " 26.47 " 99.16 " 26.17 " 59.91 " 5.741" 1.769" 1.412"
Minimum 0.000" 0.000" 0.000" 0.092" 1.205" 1.857" 2.612" 5.042" 1.052" 0.084" 0.000" 0.000"
Total 0.951" 0.184" 6.492" 59.07 " 110.3 " 162.6 " 337.4 " 360.6 " 240.7 " 15.51 " 6.331" 3.083"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 3.571" " ... Relative Uncertainty +/-10%
Ann. Median 0.585"
Annual Total 1303 "
Maximum Minimum
Daily 99.16 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 2016
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.993" 0.000" 2.879" 4.806" 9.475" 10.98 " 23.13 " 55.02 " 23.67 " 1.145" 0.000" 1
2 0.000" 0.689" 0.000" 2.163" 3.804" 8.262" 9.261" 13.54 " 32.03 " 38.73 " 0.973" 0.000" 2
3 0.000" 0.468" 0.000" 1.702" 3.306" 7.652" 10.10 " 11.11 " 35.72 " 20.07 " 0.751" 0.000" 3
4 0.000" 0.279" 0.000" 1.429" 3.108" 11.20 " 11.72 " 61.91 " 25.83 " 18.60 " 0.616" 0.000" 4
5 0.000" 0.167" 0.000" 1.220" 2.949" 10.62 " 9.114" 50.39 " 20.76 " 13.76 " 0.534" 0.000" 5
6 0.000" 0.090" 0.000" 1.023" 3.009" 7.868" 8.077" 30.80 " 18.32 " 10.75 " 0.434" 0.000" 6
7 0.000" 0.050" 0.000" 0.941" 12.17 " 22.64 " 8.193" 82.39 " 41.27 " 18.92 " 0.282" 0.000" 7
8 0.000" 0.027" 0.000" 0.963" 11.53 " 21.72 " 21.21 " 131.6 " 62.70 " 41.18 " 0.225" 0.000" 8
9 0.000" 0.007" 0.000" 0.983" 6.249" 11.47 " 17.27 " 59.59 " 27.51 " 36.13 " 0.228" 0.000" 9
10 0.000" 0.000" 0.000" 0.985" 4.352" 12.82 " 65.36 " 32.51 " 22.19 " 14.69 " 0.305" 0.000" 10
11 0.000" 0.000" 0.000" 13.05 " 3.511" 13.96 " 31.57 " 37.70 " 25.42 " 9.504" 0.826" 0.000" 11
12 0.000" 0.000" 0.000" 22.82 " 3.027" 10.62 " 16.49 " 48.86 " 18.14 " 7.233" 0.816" 53.87 " 12
13 0.000" 0.000" 0.000" 15.53 " 2.736" 62.35 " 11.73 " 28.01 " 13.58 " 5.757" 0.468" 44.54 " 13
14 0.000" 0.000" 0.000" 8.994" 5.217" 35.44 " 10.24 " 22.46 " 12.27 " 5.244" 0.382" 9.894" 14
15 0.000" 0.000" 0.000" 5.540" 5.491" 23.84 " 10.15 " 23.77 " 13.27 " 5.693" 0.208" 4.365" 15
16 0.000" 0.000" 0.000" 4.184" 4.584" 16.69 " 10.05 " 29.20 " 22.49 " 5.870" 0.191" 2.289" 16
17 0.000" 0.000" 0.000" 4.650" 3.573" 15.45 " 30.55 " 84.11 " 15.95 " 4.798" 0.148" 1.269" 17
18 0.000" 0.000" 0.000" 6.251" 3.284" 13.92 " 46.29 " 100.0 " 12.88 " 4.073" 0.198" 0.733" 18
19 14.75 " 0.000" 0.000" 5.647" 3.250" 11.97 " 19.01 " 35.25 " 42.47 " 3.583" 0.134" 0.477" 19
20 44.74 " 0.000" 0.000" 3.924" 3.298" 13.16 " 13.61 " 38.74 " 21.23 " 6.248" 0.067" 0.316" 20
21 30.57 " 0.000" 0.000" 2.920" 65.48 " 12.03 " 87.60 " 30.32 " 13.51 " 5.351" 0.039" 0.219" 21
22 8.668" 0.000" 0.000" 2.348" 43.34 " 10.15 " 44.45 " 31.93 " 18.23 " 3.808" 0.028" 0.156" 22
23 4.112" 0.000" 1.271" 2.076" 27.71 " 9.196" 24.57 " 21.40 " 26.77 " 2.894" 0.021" 0.097" 23
24 2.098" 0.000" 3.678" 1.921" 51.33 " 8.115" 19.97 " 17.94 " 16.61 " 2.471" 0.011" 0.059" 24
25 1.193" 0.000" 2.760" 1.980" 31.38 " 10.87 " 16.72 " 14.66 " 14.02 " 2.417" 0.004" 0.029" 25
26 0.761" 0.000" 28.42 " 2.947" 26.01 " 13.03 " 14.73 " 14.44 " 11.15 " 2.209" 0.002" 0.021" 26
27 0.445" 0.000" 94.28 " 4.167" 15.87 " 9.105" 12.88 " 251.7 " 23.10 " 2.038" 0.000" 0.042" 27
28 0.250" 0.000" 17.19 " 4.490" 51.17 " 21.98 " 12.00 " 94.97 " 30.65 " 1.759" 0.000" 0.071" 28
29 0.140" 0.000" 8.789" 4.748" 29.18 " 35.75 " 11.70 " 53.55 " 15.91 " 1.691" 0.000" 0.135" 29
30 0.313" 5.654" 5.765" 15.94 " 15.48 " 17.29 " 36.87 " 11.66 " 1.531" 0.000" 0.219" 30
31 1.381" 3.938" 11.65 " 29.93 " 62.77 " 1.274" 0.095" 31
Mean 3.530" 0.095" 5.355" 4.608" 14.91 " 16.23 " 21.38 " 50.83 " 24.02 " 10.39 " 0.301" 3.835"
Median 0.000" 0.000" 0.000" 2.934" 5.217" 12.42 " 14.73 " 35.25 " 20.99 " 5.693" 0.203" 0.071"
Maximum 44.74 " 0.993" 94.28 " 22.82 " 65.48 " 62.35 " 87.60 " 251.7 " 62.70 " 41.18 " 1.145" 53.87 "
Minimum 0.000" 0.000" 0.000" 0.941" 2.736" 7.652" 8.077" 11.11 " 11.15 " 1.274" 0.000" 0.000"
Total 109.4 " 2.769" 166.0 " 138.2 " 462.3 " 486.8 " 662.8 "1576 " 720.6 " 321.9 " 9.036" 118.9 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.05 " " ... Relative Uncertainty +/-10%
Ann. Median 4.358"
Annual Total 4775 "
Maximum Minimum
Daily 251.7 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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 0.024" 0.000" 0.107" 0.321" 0.603" 2.477" 36.15 " 103.5 " 20.50 " 8.009" 0.953" 0.000" 1
2 0.011" 0.000" 0.133" 0.299" 0.615" 2.433" 40.08 " 41.16 " 21.85 " 6.736" 0.680" 0.000" 2
3 0.006" 0.000" 0.162" 0.266" 0.630" 2.474" 15.05 " 34.47 " 17.33 " 5.633" 0.540" 0.000" 3
4 0.000" 0.000" 0.120" 0.245" 0.678" 3.374" 12.69 " 32.05 " 15.47 " 4.884" 0.455" 0.000" 4
5 0.000" 0.000" 0.127" 0.249" 0.762" 3.157" 13.92 " 26.03 " 14.44 " 4.360" 0.330" 0.010" 5
6 0.000" 0.000" 0.088" 0.274" 0.800" 2.993" 19.12 " 22.13 " 13.16 " 4.074" 0.232" 0.040" 6
7 0.000" 0.000" 0.069" 0.270" 0.823" 2.607" 56.44 " 20.46 " 12.13 " 4.355" 0.175" 0.068" 7
8 0.000" 0.000" 0.048" 0.249" 0.830" 2.364" 28.91 " 93.01 " 11.65 " 4.449" 0.137" 0.017" 8
9 0.000" 0.000" 0.047" 0.244" 1.025" 2.178" 15.56 " 233.2 " 11.05 " 4.276" 0.153" 0.001" 9
10 0.000" 48.16 " 0.055" 0.257" 1.056" 2.055" 11.51 " 105.1 " 10.18 " 4.453" 0.188" 0.001" 10
11 0.000" 53.58 " 0.039" 0.290" 0.914" 2.049" 9.773" 55.14 " 9.819" 4.592" 0.209" 2.234" 11
12 0.000" 26.36 " 0.114" 0.298" 0.872" 2.031" 11.82 " 171.4 " 9.420" 3.569" 0.271" 1.710" 12
13 0.000" 11.90 " 0.181" 0.335" 0.950" 2.015" 12.28 " 231.2 " 8.223" 3.006" 0.207" 0.558" 13
14 0.000" 6.700" 0.498" 0.375" 1.242" 2.216" 9.433" 444.7 $ 7.197" 2.540" 0.137" 0.238" 14
15 0.000" 4.156" 0.497" 0.431" 5.524" 2.453" 23.94 " 324.7 " 6.764" 2.197" 0.050" 0.107" 15
16 0.000" 3.035" 0.327" 0.462" 4.545" 2.604" 45.67 " 111.8 " 6.321" 2.653" 0.054" 0.057" 16
17 0.000" 2.003" 0.216" 0.505" 3.333" 2.581" 17.06 " 74.26 " 5.851" 14.49 " 0.089" 0.127" 17
18 0.000" 1.262" 0.199" 0.614" 2.407" 2.483" 10.85 " 79.45 " 5.416" 12.19 " 0.161" 1.060" 18
19 0.000" 0.862" 0.243" 0.762" 17.20 " 2.440" 14.45 " 135.7 " 5.255" 6.488" 0.176" 2.011" 19
20 0.000" 0.630" 0.178" 0.726" 23.31 " 2.527" 52.16 " 76.97 " 5.279" 4.028" 0.115" 0.872" 20
21 0.000" 0.458" 0.249" 0.702" 15.37 " 2.567" 70.92 " 60.33 " 25.96 " 2.836" 0.062" 0.513" 21
22 0.000" 0.369" 1.064" 0.716" 11.69 " 3.261" 95.34 " 51.94 " 80.12 " 2.461" 0.018" 0.322" 22
23 0.000" 0.347" 1.163" 0.652" 6.759" 21.77 " 45.24 " 44.64 " 49.57 " 2.457" 0.005" 0.176" 23
24 0.000" 0.327" 1.449" 0.613" 5.706" 13.68 " 42.68 " 35.11 " 21.26 " 2.319" 0.001" 0.072" 24
25 0.000" 0.274" 1.142" 0.565" 4.957" 7.288" 28.11 " 30.63 " 31.05 " 1.814" 0.000" 0.032" 25
26 0.000" 0.205" 1.004" 0.528" 4.615" 5.362" 45.67 " 27.91 " 20.73 " 2.049" 0.000" 0.009" 26
27 0.000" 0.148" 0.945" 0.521" 4.048" 4.502" 44.95 " 25.53 " 15.11 " 2.977" 0.000" 0.004" 27
28 0.000" 0.113" 0.649" 0.552" 3.476" 3.995" 89.43 " 21.86 " 12.67 " 2.702" 0.000" 0.003" 28
29 0.000" 0.551" 0.560" 3.001" 3.533" 99.32 " 19.54 " 11.04 " 2.326" 0.000" 0.000" 29
30 0.000" 0.470" 0.570" 2.702" 5.167" 59.31 " 18.94 " 9.753" 1.726" 0.000" 0.000" 30
31 0.000" 0.385" 2.591" 69.13 " 19.50 " 1.265" 0.000" 31
Mean 0.001" 5.746" 0.404" 0.448" 4.291" 4.021" 37.00 " 89.43 $ 16.48 " 4.255" 0.180" 0.330"
Median 0.000" 0.337" 0.216" 0.446" 2.591" 2.574" 28.91 " 51.94 $ 11.89 " 3.569" 0.137" 0.040"
Maximum 0.024" 53.58 " 1.449" 0.762" 23.31 " 21.77 " 99.32 " 444.7 $ 80.12 " 14.49 " 0.953" 2.234"
Minimum 0.000" 0.000" 0.039" 0.244" 0.603" 2.015" 9.433" 18.94 $ 5.255" 1.265" 0.000" 0.000"
Total 0.041" 160.9 " 12.52 " 13.45 " 133.0 " 120.6 "1147 "2772 $ 494.5 " 131.9 " 5.398" 10.24 "
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 13.70 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.262$ $ ... Relative Uncertainty +/-20%
Annual Total 5002 $
Maximum Minimum
Daily 444.7 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.342" 1.147" 0.155" 0.701" 23.88 " 14.41 " 163.3 " 41.15 " 10.82 " 0.690" 0.422" 1
2 0.000" 0.316" 0.635" 0.099" 0.655" 11.93 " 40.76 " 132.8 " 32.85 " 8.128" 0.560" 0.335" 2
3 0.000" 0.319" 0.344" 0.088" 0.622" 7.798" 78.20 " 197.6 " 27.33 " 7.480" 0.945" 0.275" 3
4 0.000" 0.349" 0.205" 0.094" 0.584" 6.294" 121.4 " 266.8 " 28.31 " 18.11 " 1.289" 0.170" 4
5 0.000" 0.344" 0.171" 0.084" 0.581" 22.07 " 142.7 " 129.5 " 33.76 " 20.31 " 0.859" 0.094" 5
6 0.000" 0.324" 0.123" 0.107" 0.643" 37.12 " 47.82 " 77.61 " 30.55 " 12.41 " 0.728" 1.391" 6
7 0.000" 0.359" 0.344" 0.119" 0.813" 20.57 " 33.34 " 75.63 " 28.29 " 9.138" 0.712" 1.728" 7
8 0.000" 0.321" 0.149" 0.121" 0.819" 12.51 " 27.26 " 67.38 " 28.08 " 7.672" 0.604" 0.748" 8
9 0.000" 0.278" 0.064" 0.175" 0.784" 11.88 " 23.48 " 286.9 " 23.37 " 6.507" 0.493" 0.318" 9
10 0.000" 0.185" 0.038" 0.278" 0.778" 113.8 " 20.23 " 128.0 " 20.82 " 5.394" 0.401" 0.128" 10
11 0.000" 0.133" 0.015" 0.421" 0.774" 50.91 " 17.78 " 74.19 " 22.28 " 4.747" 0.340" 0.070" 11
12 0.000" 0.055" 0.007" 0.352" 0.728" 23.72 " 16.03 " 58.74 " 18.19 " 4.310" 0.347" 0.045" 12
13 0.000" 0.015" 0.014" 0.371" 0.709" 20.88 " 30.97 " 47.68 " 19.32 " 4.730" 0.437" 0.020" 13
14 0.000" 0.006" 0.066" 0.396" 0.716" 14.17 " 40.25 " 131.5 " 18.74 " 8.907" 0.345" 0.011" 14
15 0.000" 0.003" 0.125" 0.370" 0.777" 11.36 " 91.92 " 75.70 " 13.90 " 10.64 " 0.195" 0.018" 15
16 668.0 $ 0.001" 0.043" 0.386" 0.773" 9.924" 56.08 " 51.27 " 11.48 " 7.014" 0.109" 0.033" 16
17 119.8 " 0.001" 0.031" 0.406" 0.791" 8.707" 44.57 " 46.12 " 10.52 " 4.521" 0.083" 0.058" 17
18 28.48 " 0.000" 0.030" 0.401" 0.787" 34.52 " 31.95 " 35.76 " 10.16 " 3.556" 0.064" 0.076" 18
19 14.90 " 0.000" 0.025" 0.441" 0.765" 43.42 " 35.20 " 30.17 " 9.861" 3.653" 0.068" 0.039" 19
20 8.992" 0.000" 0.028" 0.455" 0.768" 24.06 " 25.12 " 28.14 " 9.012" 3.094" 0.072" 0.016" 20
21 5.820" 0.000" 0.051" 0.495" 0.787" 16.81 " 142.4 " 46.86 " 7.918" 3.834" 0.105" 0.002" 21
22 3.974" 0.000" 0.053" 2.310" 0.804" 13.54 " 179.7 " 63.76 " 7.221" 3.425" 0.203" 0.000" 22
23 2.784" 0.000" 0.032" 4.994" 0.838" 11.44 " 133.9 " 35.38 " 6.673" 3.093" 8.229" 0.000" 23
24 2.037" 0.000" 0.046" 2.695" 0.966" 9.916" 66.44 " 26.73 " 6.230" 2.716" 3.529" 0.000" 24
25 1.603" 5.143" 0.131" 2.112" 44.41 " 8.812" 140.2 $ 23.92 " 5.547" 2.370" 2.742" 0.000" 25
26 1.342" 9.272" 0.200" 1.449" 78.63 " 8.252" 375.3 $ 21.90 " 4.920" 1.931" 2.653" 0.000" 26
27 1.150" 3.049" 0.375" 1.169" 29.49 " 77.51 " 98.09 " 20.67 " 4.533" 1.600" 1.796" 0.000" 27
28 0.820" 1.980" 0.331" 1.027" 19.30 " 62.64 " 66.34 " 68.87 " 4.309" 1.265" 1.309" 0.000" 28
29 0.618" 0.187" 0.907" 10.93 " 24.94 " 54.08 " 188.0 " 6.330" 1.060" 0.992" 0.000" 29
30 0.457" 0.140" 0.769" 7.303" 17.43 " 52.69 " 123.2 " 14.17 " 0.859" 0.607" 0.000" 30
31 0.370" 0.183" 16.49 " 41.47 " 56.47 " 0.756" 0.000" 31
Mean 27.78 $ 0.814" 0.172" 0.775" 7.242" 25.36 " 73.87 $ 89.70 " 16.86 " 5.937" 1.050" 0.193"
Median 0.370$ 0.159" 0.123" 0.399" 0.784" 17.12 " 47.82 $ 67.38 " 14.04 " 4.521" 0.582" 0.033"
Maximum 668.0 $ 9.272" 1.147" 4.994" 78.63 " 113.8 " 375.3 $ 286.9 " 41.15 " 20.31 " 8.229" 1.728"
Minimum 0.000$ 0.000" 0.007" 0.084" 0.581" 6.294" 14.41 $ 20.67 " 4.309" 0.756" 0.064" 0.000"
Total 861.1 $ 22.80 " 5.333" 23.25 " 224.5 " 760.8 "2290 $2781 " 505.8 " 184.1 " 31.51 " 5.998"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 21.08 $ " ... Relative Uncertainty +/-10%
Ann. Median 1.342$ $ ... Relative Uncertainty +/-20%
Annual Total 7696 $
Maximum Minimum
Daily 668.0 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.109" 0.742" 1.609" 48.20 " 7.423" 108.8 " 3.722" 5.781" 0.000" 1
2 0.000" 0.000" 0.000" 0.118" 0.761" 1.475" 25.56 " 6.802" 144.6 " 3.313" 7.915" 0.000" 2
3 0.000" 0.000" 0.000" 0.131" 0.793" 1.345" 17.86 " 6.657" 111.2 " 2.989" 5.715" 0.000" 3
4 0.000" 0.000" 0.000" 0.230" 0.940" 1.293" 27.70 " 8.818" 61.74 " 3.545" 3.498" 0.000" 4
5 0.000" 0.000" 0.000" 0.233" 1.088" 1.314" 85.17 " 17.86 " 40.83 " 6.724" 2.303" 0.000" 5
6 0.000" 0.000" 0.000" 0.148" 2.228" 1.387" 41.53 " 60.12 " 30.69 " 6.329" 1.557" 0.000" 6
7 0.000" 0.000" 0.000" 0.153" 2.164" 30.99 " 30.70 " 28.40 " 25.21 " 4.846" 1.063" 0.000" 7
8 0.000" 0.000" 0.000" 0.166" 1.931" 34.33 " 24.29 " 16.42 " 22.29 " 4.010" 0.680" 0.000" 8
9 0.000" 0.000" 0.000" 0.192" 1.524" 31.94 " 20.26 " 13.30 " 19.53 " 3.420" 0.438" 0.000" 9
10 0.000" 0.000" 0.000" 0.229" 1.208" 35.46 " 17.33 " 11.76 " 16.06 " 2.981" 0.285" 0.000" 10
11 0.000" 0.000" 0.000" 0.222" 1.098" 73.63 " 14.52 " 10.61 " 12.99 " 2.617" 0.168" 0.000" 11
12 0.000" 0.000" 0.000" 0.226" 1.053" 32.83 " 12.78 " 9.391" 11.29 " 3.631" 0.080" 0.000" 12
13 0.000" 0.000" 0.000" 0.243" 1.058" 16.41 " 11.97 " 8.909" 10.05 " 3.207" 0.058" 0.000" 13
14 0.000" 0.000" 0.000" 0.326" 1.136" 12.19 " 11.07 " 18.28 " 8.979" 3.111" 0.045" 0.000" 14
15 0.000" 0.000" 0.000" 0.484" 1.207" 9.851" 10.09 " 37.99 " 8.212" 2.462" 0.020" 0.000" 15
16 0.000" 0.000" 0.000" 0.673" 2.820" 8.344" 9.181" 30.18 " 7.182" 2.053" 0.010" 0.000" 16
17 0.000" 0.000" 0.000" 0.687" 4.823" 7.967" 8.581" 100.3 " 6.635" 1.877" 0.008" 0.000" 17
18 0.000" 0.000" 0.000" 0.593" 3.773" 6.964" 9.294" 31.80 " 6.570" 1.596" 0.001" 0.000" 18
19 0.000" 0.000" 0.488" 4.591" 2.755" 6.005" 24.59 " 18.89 " 14.09 " 1.319" 0.000" 0.000" 19
20 0.000" 0.000" 3.069" 3.418" 2.385" 5.361" 65.02 " 14.42 " 13.13 " 1.133" 0.000" 0.000" 20
21 0.000" 0.000" 5.992" 2.362" 2.154" 5.109" 33.64 " 11.91 " 9.090" 0.935" 0.000" 0.000" 21
22 0.000" 0.000" 2.394" 1.633" 1.891" 8.795" 25.79 " 10.35 " 7.205" 0.769" 0.000" 0.000" 22
23 0.000" 0.000" 1.082" 1.175" 1.862" 86.07 " 18.23 " 25.17 " 6.058" 0.728" 0.000" 0.000" 23
24 0.000" 0.000" 0.562" 0.954" 1.884" 58.12 " 15.33 " 23.66 " 5.479" 0.741" 0.000" 0.000" 24
25 0.000" 0.000" 0.319" 0.834" 1.913" 24.00 " 15.65 " 14.35 " 4.937" 0.597" 0.000" 0.000" 25
26 0.000" 0.000" 0.221" 0.751" 1.868" 24.56 " 13.74 " 10.96 " 5.165" 0.565" 0.000" 0.000" 26
27 0.000" 0.000" 0.180" 0.688" 1.750" 80.02 " 12.65 " 9.109" 4.971" 0.481" 0.000" 0.000" 27
28 0.000" 0.000" 0.143" 0.652" 1.678" 60.66 " 11.16 " 8.069" 4.683" 0.352" 0.000" 0.000" 28
29 0.000" 0.121" 0.668" 1.661" 25.44 " 9.669" 16.20 " 4.338" 0.270" 0.000" 0.000" 29
30 0.000" 0.121" 0.696" 1.715" 32.84 " 8.659" 156.6 " 3.899" 0.428" 0.000" 0.000" 30
31 0.000" 0.112" 1.705" 8.075" 263.5 " 2.835" 0.000" 31
Mean 0.000" 0.000" 0.478" 0.786" 1.792" 24.21 " 22.20 " 32.52 " 24.53 " 2.374" 0.987" 0.000"
Median 0.000" 0.000" 0.000" 0.539" 1.715" 14.30 " 15.65 " 14.42 " 9.571" 2.462" 0.015" 0.000"
Maximum 0.000" 0.000" 5.992" 4.591" 4.823" 86.07 " 85.17 " 263.5 " 144.6 " 6.724" 7.915" 0.000"
Minimum 0.000" 0.000" 0.000" 0.109" 0.742" 1.293" 8.075" 6.657" 3.899" 0.270" 0.000" 0.000"
Total 0.000" 0.000" 14.80 " 23.58 " 55.57 " 726.3 " 688.3 "1008 " 736.0 " 73.59 " 29.62 " 0.000"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 9.194" " ... Relative Uncertainty +/-10%
Ann. Median 1.082"
Annual Total 3356 "
Maximum Minimum
Daily 263.5 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 1.374" 0.386" 0.333" 9.229" 30.72 " 12.32 " 21.71 " 6.781" 3.214" 0.052" 1
2 0.000" 0.000" 1.110" 0.400" 0.336" 6.990" 21.28 " 11.30 " 51.30 " 6.494" 11.28 " 0.060" 2
3 0.000" 0.000" 0.827" 0.348" 0.365" 5.809" 16.41 " 25.41 " 29.05 " 6.208" 20.19 " 0.025" 3
4 0.000" 0.000" 0.642" 0.287" 0.863" 5.002" 13.82 " 25.04 " 14.84 " 5.009" 8.992" 0.008" 4
5 0.000" 0.000" 0.523" 0.339" 3.757" 5.073" 12.35 " 19.63 " 12.02 " 3.847" 4.408" 0.000" 5
6 0.000" 0.000" 0.410" 0.494" 17.75 " 4.741" 28.63 " 14.09 " 111.9 " 3.081" 2.432" 0.000" 6
7 0.000" 0.000" 0.324" 0.422" 11.85 " 4.408" 57.19 " 10.92 " 206.2 " 2.997" 1.617" 0.000" 7
8 0.000" 0.000" 0.249" 0.287" 6.588" 3.805" 37.25 " 9.586" 48.92 " 12.95 " 1.134" 0.000" 8
9 0.000" 0.000" 0.176" 0.223" 3.842" 3.340" 26.12 " 26.64 " 30.19 " 14.18 " 5.129" 0.000" 9
10 0.000" 0.000" 0.163" 0.197" 2.738" 3.077" 17.55 " 102.0 " 34.66 " 7.567" 17.13 " 0.000" 10
11 0.000" 0.000" 0.151" 0.206" 2.160" 20.22 " 13.62 " 53.58 " 26.08 " 5.184" 12.08 " 0.000" 11
12 0.000" 0.000" 0.094" 0.256" 1.854" 34.93 " 11.97 " 31.61 " 16.47 " 3.792" 6.116" 0.000" 12
13 0.000" 0.000" 0.035" 0.294" 1.656" 15.69 " 19.77 " 21.49 " 12.67 " 2.983" 4.694" 0.000" 13
14 0.000" 0.000" 0.058" 0.304" 1.537" 9.481" 71.14 " 15.90 " 10.72 " 2.647" 4.450" 0.000" 14
15 0.000" 0.000" 4.469" 0.270" 1.412" 7.039" 45.13 " 15.12 " 9.376" 2.470" 4.661" 0.000" 15
16 0.000" 0.000" 3.007" 0.267" 1.349" 6.155" 42.55 " 51.49 " 8.058" 2.180" 4.071" 0.000" 16
17 0.000" 0.000" 1.538" 0.268" 1.320" 13.28 " 104.2 " 43.98 " 6.732" 1.900" 3.134" 0.000" 17
18 0.000" 0.000" 1.761" 0.334" 1.305" 59.95 " 53.23 " 28.29 " 5.776" 1.551" 2.535" 0.000" 18
19 0.000" 0.000" 1.149" 2.212" 1.296" 27.53 " 31.28 " 17.99 " 8.261" 1.245" 2.014" 0.000" 19
20 0.000" 0.000" 0.848" 1.882" 1.265" 12.83 " 23.48 " 13.70 " 17.42 " 1.002" 1.371" 0.000" 20
21 0.000" 0.000" 0.718" 1.457" 1.267" 9.113" 19.24 " 11.82 " 12.95 " 0.944" 0.950" 0.000" 21
22 0.000" 0.000" 0.735" 1.207" 1.289" 8.684" 16.76 " 10.82 " 8.872" 0.807" 0.594" 0.000" 22
23 0.000" 0.000" 0.733" 1.157" 1.295" 67.48 " 30.77 " 10.08 " 6.861" 0.617" 0.351" 0.000" 23
24 0.000" 0.000" 0.601" 0.953" 1.938" 39.67 " 24.43 " 9.129" 5.503" 0.476" 0.178" 0.000" 24
25 0.000" 14.14 " 0.469" 0.781" 19.63 " 18.57 " 15.98 " 8.342" 4.377" 0.348" 0.060" 0.000" 25
26 0.000" 5.475" 0.408" 0.657" 17.01 " 16.90 " 20.47 " 7.750" 5.675" 0.241" 0.025" 0.000" 26
27 0.000" 2.850" 0.523" 0.591" 8.146" 50.44 " 22.05 " 7.142" 13.87 " 0.163" 0.019" 0.000" 27
28 0.000" 2.170" 0.529" 0.550" 6.126" 45.75 " 48.55 " 6.724" 12.41 " 0.163" 0.020" 0.000" 28
29 0.000" 1.700" 0.484" 0.455" 38.94 " 111.3 " 26.69 " 6.496" 9.116" 0.132" 0.019" 0.000" 29
30 0.000" 0.431" 0.380" 44.26 " 59.20 " 17.36 " 5.682" 7.792" 0.063" 0.081" 0.000" 30
31 0.000" 0.402" 15.57 " 14.48 " 5.153" 0.056" 0.000" 31
Mean 0.000" 0.908" 0.805" 0.596" 7.066" 22.86 " 30.15 " 20.62 " 25.66 " 3.164" 4.098" 0.005"
Median 0.000" 0.000" 0.523" 0.383" 1.854" 11.15 " 23.48 " 13.70 " 12.54 " 2.180" 2.483" 0.000"
Maximum 0.000" 14.14 " 4.469" 2.212" 44.26 " 111.3 " 104.2 " 102.0 " 206.2 " 14.18 " 20.19 " 0.060"
Minimum 0.000" 0.000" 0.035" 0.197" 0.333" 3.077" 11.97 " 5.153" 4.377" 0.056" 0.019" 0.000"
Total 0.000" 26.34 " 24.94 " 17.87 " 219.0 " 685.7 " 934.5 " 639.2 " 769.7 " 98.07 " 122.9 " 0.145"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 9.668" " ... Relative Uncertainty +/-10%
Ann. Median 1.636"
Annual Total 3538 "
Maximum Minimum
Daily 206.2 " 0.000"
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 0.057" 0.387^ 19.82 ^ 27.28 ^ 22.76 ^ 780.6 ^ 40.69 ^ 15.84 ^ 6.765^ 0.209" 1
2 0.000" 0.000" 0.464" 0.455^ 8.979^ 19.79 ^ 20.75 ^ 244.4 ^ 56.29 ^ 23.77 ^ 5.551^ 0.169" 2
3 0.000" 0.000" 11.51 " 0.404^ 5.824^ 16.48 ^ 17.26 ^ 143.0 ^ 38.82 ^ 22.18 ^ 4.708" 0.123" 3
4 0.000" 0.000" 69.68 " 0.322^ 4.740^ 14.05 ^ 43.03 ^ 110.3 ^ 26.68 ^ 16.25 ^ 4.210" 0.083" 4
5 0.000" 0.000" 65.24 " 0.310^ 239.3 ^ 12.33 ^ 131.1 ^ 89.38 ^ 21.85 ^ 18.22 ^ 3.609" 0.060" 5
6 0.000" 0.000" 22.39 " 0.303^ 76.22 ^ 16.14 ^ 65.53 ^ 75.62 ^ 18.29 ^ 20.06 ^ 3.156" 0.031" 6
7 0.000" 17.87 " 12.39 " 0.335^ 37.67 ^ 19.73 ^ 101.5 ^ 66.14 ^ 15.46 ^ 14.43 ^ 2.888" 0.016" 7
8 0.000" 54.05 " 8.639" 0.639^ 23.11 ^ 14.88 ^ 51.38 ^ 64.34 ^ 13.18 ^ 13.29 ^ 2.576" 0.009" 8
9 0.000" 25.13 " 6.816" 0.658^ 17.01 ^ 12.30 ^ 140.4 ^ 158.4 ^ 199.8 ^ 11.35 ^ 2.208" 0.006" 9
10 0.000" 9.070" 4.958" 0.502^ 14.42 ^ 31.03 ^ 319.2 ^ 367.2 ^ 168.5 ^ 9.468^ 1.862" 0.009" 10
11 0.000" 4.679" 3.756" 7.012^ 12.36 ^ 39.44 ^ 85.19 ^ 177.4 ^ 53.12 ^ 11.48 ^ 1.564" 0.002" 11
12 0.000" 2.911" 3.195" 58.24 ^ 11.37 ^ 21.48 ^ 140.7 ^ 93.24 ^ 34.39 ^ 18.74 ^ 1.342" 0.003" 12
13 0.000" 1.896" 2.369" 34.33 ^ 10.97 ^ 15.18 ^ 376.3 ^ 76.05 ^ 26.97 ^ 14.31 ^ 1.136" 0.003" 13
14 0.000" 1.263" 1.767" 13.16 ^ 9.456^ 20.35 ^ 190.2 ^ 61.66 ^ 22.26 ^ 10.27 ^ 0.895" 0.019" 14
15 0.000" 0.916" 1.375" 7.180^ 8.720^ 21.71 ^ 134.0 ^ 52.29 ^ 20.00 ^ 8.309^ 0.764" 0.025" 15
16 0.000" 0.614" 1.155" 5.029^ 8.118^ 15.35 ^ 80.77 ^ 47.22 ^ 135.3 ^ 6.960^ 0.792" 0.020" 16
17 0.000" 0.370" 1.043" 3.919^ 7.804^ 12.32 ^ 63.34 ^ 43.18 ^ 80.00 ^ 5.788^ 0.978" 0.063" 17
18 0.000" 0.271" 0.878" 3.209^ 7.920^ 10.45 ^ 64.57 ^ 40.05 ^ 40.71 ^ 5.048^ 1.188" 0.135" 18
19 0.000" 0.153" 0.715" 2.756^ 8.737^ 9.517^ 70.23 ^ 43.26 ^ 38.99 ^ 16.87 ^ 1.375" 0.192" 19
20 0.000" 0.132" 0.538" 2.580^ 7.397^ 42.51 ^ 91.63 ^ 60.87 ^ 29.45 ^ 78.92 ^ 1.150" 0.130" 20
21 0.000" 0.114" 0.429" 2.367^ 6.452^ 61.96 ^ 367.3 ^ 45.99 ^ 21.81 ^ 51.24 ^ 1.733" 0.061" 21
22 0.348" 0.089" 0.344" 2.057^ 16.70 ^ 30.18 ^ 129.4 ^ 44.92 ^ 17.24 ^ 24.27 ^ 23.84 " 0.024" 22
23 0.034" 0.092" 0.308" 1.928^ 89.48 ^ 22.86 ^ 90.91 ^ 35.29 ^ 14.47 ^ 13.43 ^ 11.63 " 0.004" 23
24 0.002" 0.095" 0.302" 1.919^ 90.89 ^ 17.35 ^ 78.19 ^ 29.47 ^ 12.52 ^ 9.011^ 4.879" 0.000" 24
25 0.000" 0.063" 0.313^ 1.714^ 33.55 ^ 13.90 ^ 57.40 ^ 26.29 ^ 11.08 ^ 7.556^ 2.640" 0.000" 25
26 0.000" 0.034" 0.293^ 1.560^ 19.74 ^ 12.17 ^ 170.2 ^ 25.89 ^ 10.74 ^ 11.53 ^ 1.590" 0.000" 26
27 0.000" 0.017" 0.307^ 1.519^ 14.91 ^ 12.80 ^ 982.9 ^ 26.00 ^ 12.25 ^ 47.44 ^ 0.996" 0.000" 27
28 0.000" 0.008" 0.301^ 1.405^ 12.25 ^ 52.78 ^ 200.1 ^ 23.92 ^ 15.91 ^ 36.99 ^ 0.641" 0.000" 28
29 0.000" 0.260^ 3.047^ 25.50 ^ 52.57 ^ 446.8 ^ 25.39 ^ 15.12 ^ 17.84 ^ 0.411" 0.000" 29
30 0.000" 0.207^ 37.25 ^ 89.44 ^ 33.52 ^ 390.4 ^ 29.88 ^ 13.99 ^ 10.96 ^ 0.268" 0.000" 30
31 0.000" 0.210^ 48.39 ^ 261.5 ^ 33.77 ^ 7.987^ 0.000" 31
Mean 0.012" 4.280" 7.168^ 6.550^ 31.85 ^ 23.41 ^ 173.7 ^ 101.3 ^ 40.86 ^ 18.70 ^ 3.245^ 0.045"
Median 0.000" 0.123" 0.878^ 1.924^ 14.42 ^ 18.54 ^ 101.5 ^ 52.29 ^ 22.06 ^ 14.31 ^ 1.661^ 0.016"
Maximum 0.348" 54.05 " 69.68 ^ 58.24 ^ 239.3 ^ 61.96 ^ 982.9 ^ 780.6 ^ 199.8 ^ 78.92 ^ 23.84 ^ 0.209"
Minimum 0.000" 0.000" 0.057^ 0.303^ 4.740^ 9.517^ 17.26 ^ 23.92 ^ 10.74 ^ 5.048^ 0.268^ 0.000"
Total 0.383" 119.8 " 222.2 ^ 196.5 ^ 987.2 ^ 702.4 ^5385 ^3141 ^1226 ^ 579.8 ^ 97.34 ^ 1.396"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 34.68 ^ " ... Relative Uncertainty +/-10%
Ann. Median 9.011^ ^ ... Relative Uncertainty +/-50%
Annual Total 12659 ^
Maximum Minimum
Daily 982.9 ^ 0.000^
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing 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" 3.031" 1.112" 3.967" 8.110" 40.80 " 18.04 " 5.391" 10.14 " 0.157" 1
2 0.000" 0.000" 0.000" 2.040" 1.104" 4.059" 7.384" 177.8 " 16.58 " 5.136" 6.814" 0.115" 2
3 0.000" 0.000" 0.000" 1.521" 1.201" 4.063" 6.879" 216.7 " 17.11 " 5.153" 5.273" 0.072" 3
4 0.000" 0.000" 0.000" 1.794" 1.204" 4.034" 6.558" 103.1 " 26.57 " 4.892" 4.130" 0.072" 4
5 0.000" 0.000" 0.000" 1.645" 1.110" 3.934" 6.947" 61.39 " 79.52 " 5.425" 3.190" 0.096" 5
6 0.000" 0.000" 0.000" 1.661" 1.025" 3.760" 8.607" 48.36 " 47.37 " 6.172" 2.706" 0.147" 6
7 0.000" 0.000" 0.000" 1.340" 0.986" 3.511" 8.776" 112.0 " 32.35 " 6.648" 2.685" 0.158" 7
8 0.000" 0.000" 0.000" 1.085" 0.970" 3.351" 8.271" 111.3 " 25.44 " 6.088" 2.531" 2.039" 8
9 0.000" 0.000" 0.000" 0.998" 1.016" 5.801" 14.01 " 141.6 " 21.47 " 5.094" 2.531" 2.175" 9
10 0.000" 0.000" 0.000" 1.039" 1.082" 15.81 " 61.72 " 86.01 " 18.70 " 5.045" 2.881" 1.760" 10
11 0.000" 0.000" 0.000" 2.180" 1.159" 25.36 " 28.59 " 55.83 " 16.57 " 5.469" 4.231" 1.008" 11
12 0.000" 0.000" 0.000" 1.747" 6.955" 29.03 " 15.92 " 45.48 " 14.87 " 7.765" 4.145" 0.546" 12
13 0.000" 0.000" 0.000" 1.614" 14.10 " 28.11 " 12.13 " 46.34 " 71.29 " 7.255" 3.541" 0.315" 13
14 0.000" 0.000" 0.000" 1.331" 10.21 " 16.23 " 23.13 " 81.84 " 68.80 " 5.752" 2.779" 0.187" 14
15 0.000" 0.000" 0.000" 1.128" 5.566" 11.23 " 71.14 " 48.28 " 32.24 " 4.822" 2.110" 0.114" 15
16 0.000" 0.000" 0.000" 1.022" 4.048" 10.12 " 32.39 " 173.6 " 22.95 " 4.236" 1.622" 0.073" 16
17 0.000" 0.000" 0.000" 0.921" 3.256" 10.05 " 22.43 " 483.1 $ 18.05 " 3.767" 1.301" 0.042" 17
18 0.000" 0.000" 0.000" 0.828" 6.780" 34.68 " 32.81 " 190.8 " 16.06 " 3.347" 2.315" 0.032" 18
19 0.000" 0.000" 0.000" 0.805" 5.970" 60.74 " 26.46 " 95.31 " 18.59 " 2.945" 3.801" 0.019" 19
20 0.000" 0.000" 0.000" 0.839" 6.332" 25.11 " 18.86 " 72.12 " 22.89 " 2.617" 3.502" 0.007" 20
21 0.000" 0.000" 0.000" 0.842" 5.133" 21.84 " 62.15 " 59.52 " 19.31 " 2.587" 2.798" 0.001" 21
22 0.000" 0.000" 0.000" 0.831" 4.395" 18.80 " 50.61 " 51.20 " 16.35 " 2.551" 1.847" 0.000" 22
23 0.000" 0.000" 0.000" 0.836" 21.39 " 22.32 " 111.5 " 40.98 " 13.59 " 3.394" 1.364" 0.000" 23
24 0.000" 0.000" 0.000" 0.869" 54.36 " 29.78 " 150.6 " 35.62 " 12.71 " 21.93 " 1.021" 0.000" 24
25 0.000" 0.000" 0.000" 0.928" 22.99 " 19.55 " 51.30 " 33.72 " 11.69 " 21.92 " 0.825" 0.000" 25
26 0.000" 0.000" 0.000" 1.363" 10.62 " 13.50 " 47.56 " 30.77 " 10.52 " 11.94 " 0.751" 0.000" 26
27 0.000" 0.000" 0.461" 1.497" 7.082" 11.22 " 57.76 " 29.36 " 9.346" 7.758" 0.652" 0.000" 27
28 0.000" 0.000" 1.262" 1.445" 5.646" 10.70 " 39.36 " 27.97 " 8.323" 5.907" 0.519" 0.000" 28
29 0.000" 2.176" 1.337" 4.865" 9.822" 48.03 " 23.91 " 7.300" 6.509" 0.387" 0.000" 29
30 0.000" 1.528" 1.201" 4.375" 8.935" 56.30 " 21.90 " 6.179" 14.98 " 0.230" 0.000" 30
31 0.000" 1.089" 4.179" 37.16 " 20.09 " 16.69 " 0.000" 31
Mean 0.000" 0.000" 0.210" 1.324" 7.104" 15.65 " 36.56 " 89.25 $ 24.03 " 7.070" 2.754" 0.295"
Median 0.000" 0.000" 0.000" 1.266" 4.395" 11.22 " 28.59 " 55.83 $ 18.05 " 5.425" 2.608" 0.072"
Maximum 0.000" 0.000" 2.176" 3.031" 54.36 " 60.74 " 150.6 " 483.1 $ 79.52 " 21.93 " 10.14 " 2.175"
Minimum 0.000" 0.000" 0.000" 0.805" 0.970" 3.351" 6.558" 20.09 $ 6.179" 2.551" 0.230" 0.000"
Total 0.000" 0.000" 6.516" 39.72 " 220.2 " 469.4 "1133 "2767 $ 720.8 " 219.2 " 82.61 " 9.136"
Summaries ------------------ Notes -------------------
--------- All recorded data is continuous and reliable
except where the following tags are used...
Annual Mean 15.53 $ " ... Relative Uncertainty +/-10%
Ann. Median 2.798$ $ ... Relative Uncertainty +/-20%
Annual Total 5668 $
Maximum Minimum
Daily 483.1 $ 0.000$
Department of Water and Environmental Regulation HYDAY V145 Output 08/02/2023
Site 612230 Collie River East Trib - James Crossing Year 2023
VarFrom 10.00 Stage - SL in Metres Table Type Total
VarTo 151.00 Stream Discharge Volume in Megalitres
Figures are for period ending 24:00
Day Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Day
1 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 1
2 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 2
3 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 3
4 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 4
5 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] 5
6 0.000" 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" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Median 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Maximum 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Minimum 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Total 0.000" 0.000" [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ]
Missing Days 0 22 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 +/-10%
Ann. Median 0.000" [ ... Not Available
Annual Total 0.000"
Missing Days 328
Maximum Minimum
Daily 0.000" 0.000"