Council archive · source document
Original Application Part 8 - Stormwater Details [As Published] · 132008.1787
Inflow in previous Cumulative Depth over Outflow thru Cumulative
Time 0.1min inc. Inflow weir/orifice Over flow Outflow
mins L/s Litres mm L/sec Litres
0 0 0 0.0 0.0 0
0.5 14.12 212 10.0 0.7 10
1 28.25 847 40.0 2.8 59
1.5 42.37 1907 90.0 7.9 230
2 56.50 3390 169.3 17.2 607
2.5 70.62 5297 237.2 22.6 1204
3 84.75 7627 331.1 30.3 2020
3.5 98.87 10382 428.1 36.7 3027
4 113.00 13560 525.1 42.2 4221
4.5 127.12 17161 646.4 48.2 5595
5 141.25 21187 791.9 54.5 7147
5.5 132.79 25297 913.1 59.2 8867
6 124.33 29154 1034.4 63.6 10723
6.5 115.87 32757 1110.0 66.4 12683
7 107.41 36107 1180.0 68.6 14719
7.5 98.96 39202 1240.0 70.5 16816
8 90.50 42044 1280.0 71.7 18952
8.5 82.04 44632 1300.0 72.3 21114
9 73.58 46966 1310.0 72.6 23290
9.5 65.13 49047 1310.0 72.6 25467
10 56.67 50874 1290.0 72.0 27632
10.5 48.21 52447 1250.0 70.8 29772
11 39.75 53767 1210.0 69.6 31878
11.5 31.29 54832 1160.0 68.0 33937
12 22.84 55644 1090.0 65.8 35936
12.5 14.38 56202 1034.4 63.6 37869
13 5.92 56507 937.4 60.1 39714
13.5 0.00 56570 840.4 56.4 41462
14 0.00 56570 767.6 53.5 43101
14.5 0.00 56570 670.6 49.3 44630
15 0.00 56570 597.9 45.9 46054
15.5 0.00 56570 525.1 42.2 47364
16 0.00 56570 452.4 38.2 48559
16.5 0.00 56570 403.9 35.2 49651
17 0.00 56570 331.1 30.3 50620
17.5 0.00 56570 282.6 26.5 51484
18 0.00 56570 258.4 24.4 52240
18.5 0.00 56570 219.6 21.2 52892
19 0.00 56570 185.6 18.6 53466
19.5 0.00 56570 140.0 14.5 53959
20 0.00 56570 120.0 11.7 54342
Note 0.1min. time increments are used but hidden to save space
Reinhold Koenning
Msc PhD MIEAust RPEQ.
[OCR of page images]
Inflow in previous Cumulative Depth over Outflow thru Cumulative
Time 0.1min inc. Inflow weir/orifice Over flow Outflow
mins Lis Litres mm L/sec Litres
0 0 0 0.0 0.0 0
0.5 14.12 212 10.0 0.7 10
1 28.25 847 40.0 2.8 59
1.5 42.37 1907 90.0 7.9 230
2 56.50 3390 169.3 17.2 607
2.5 70.62 5297 237.2 22.6 1204
3 84.75 7627 331.1 30.3 2020
3.5 98.87 10382 428.1 36.7 3027
4 113.00 13560 525.1 42.2 4221
45 127.12 17161 646.4 48.2 5595,
5 141.25 21187 791.9 54.5 7147
5.5 132.79 25297 913.1 59.2 8867
6 124.33 29154 1034.4 63.6 10723
6.5 115.87 32757 1110.0 66.4 12683
7 107.41 36107 1180.0 68.6 14719
75 98.96 39202 1240.0 70.5 16816
8 90.50 42044 1280.0 71.7 18952
8.5 82.04 44632 1300.0 72.3 21114
9 73.58 46966 1310.0 72.6 23290
9.5 65.13 49047 1310.0 72.6 25467
10 56.67 50874 1290.0 72.0 27632
10.5 48.21 52447 1250.0 70.8 29772
11 39.75 53767 1210.0 69.6 31878
11.5 31.29 54832 1160.0 68.0 33937
12 22.84 55644 1090.0 65.8 35936
12.5 14.38 56202 1034.4 63.6 37869
13 5.92 56507 937.4 60.1 39714
13.5 0.00 56570 840.4 56.4 41462
14 0.00 56570 767.6 53.5 43101
14.5 0.00 56570 670.6 49.3 44630
15 0.00 56570 597.9 45.9 46054
15.5 0.00 56570 525.1 42.2 47364
16 0.00 56570 452.4 38.2 48559
16.5 0.00 56570 403.9 35.2 49651
17 0.00 56570 331.1 30.3 50620
17.5 0.00 56570 282.6 26.5 51484
18 0.00 56570 258.4 24.4 52240
18.5 0.00 56570 219.6 21.2 52892
19 0.00 56570 185.6 18.6 53466
19.5 0.00 56570 140.0 14.5 53959
20 0.00 56570 120.0 11.7 54342
I
Note 0.1min. time increments are used but hidden to save space
Reinhold Koenning
Msc PhD MIEAust RPEQ.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Original Application Part 8 - Stormwater Details [As Published]Related documentApplication case desk ↗
001919A5.001.pdfRelated documentPublic source context ↗
About this file
- File size
- 36 KB (small file)
- File type
No other editions are linked here.