Council archive · source document
stormwater mgJ00300R1V1_25_Kauri_St_Cooroy_Complete · MCU18/0165
Attached to the e-mail Multiple Housing Type 4 Conventional - 17 units (Proposal Plans & Stormwater Management Plan) - MCU18/0165.
RATIONAL METHOD SUMMARY & RAINFALL DATA
Project J00300_25_Kauri_St_Cooroy
IFD Design Rainfall Intensity (mm/hr)
DURATION AEP
(hours) (minutes) 63% 50% 20% 10% 5% 2% 1%
0.017 1 165.00 186.00 250.00 293.00 333.00 385.00 424.00
0.033333 2 141.00 159.00 216.00 256.00 295.00 348.00 390.00
0.050 3 132.00 149.00 203.00 239.00 275.00 323.00 360.00
0.0667 4 126.00 142.00 192.00 226.00 259.00 303.00 336.00
0.083 5 120.00 135.00 183.00 215.00 245.00 285.00 315.00
0.167 10 97.30 110.00 148.00 172.00 196.00 225.00 247.00
0.25 15 82.30 92.90 125.00 145.00 165.00 190.00 208.00
0.5 30 58.00 65.40 88.10 103.00 117.00 136.00 150.00
1 60 38.70 43.80 59.50 70.20 80.70 94.50 105.00
2 120 25.30 28.80 39.80 47.40 55.00 65.30 73.30
3 180 19.80 22.60 31.50 37.80 44.10 52.70 59.40
6 360 13.00 15.00 21.40 26.00 30.50 36.80 41.80
12 720 8.54 9.95 14.60 17.90 21.20 25.80 29.40
24 1440 5.51 6.48 9.70 12.00 14.40 17.70 20.40
48 2880 3.42 4.04 6.15 7.72 9.37 11.70 13.60
72 4320 2.53 2.99 4.58 5.78 7.06 8.86 10.40
96 5760 2.04 2.40 3.67 4.64 5.69 7.17 8.41
120 7200 1.71 2.02 3.08 3.89 4.78 6.02 7.06
144 8640 1.49 1.75 2.66 3.36 4.12 5.19 6.08
168 10080 1.33 1.56 2.35 2.97 3.63 4.55 5.32
Catchment Data
Details: Kauri St Developed Site
Variable Value Units
Area: 0.4780 ha
C10 0.85 fraction
Rational Method Summary
Time of Concentration (tc) 13 Minutes (or 0.22 hours)
AEP
Variable 63% 50% 20% 10% 5% 2% 1%
Freq Factor 0.80 0.85 0.95 1.00 1.05 1.15 1.20
Intensity (mm/hr) 87.31 98.61 132.68 154.01 175.34 201.68 221.01
Discharge (m3/s) 0.08 0.09 0.14 0.17 0.21 0.26 0.30
[OCR of page images]
RATIONAL METHOD SUMMARY & RAINFALL DATA
Project J00300_25 Kauri_St_Cooroy
IFD Design Rainfall Intensity (mm/hr
DURATION AEP
(hours) | (minutes) 63% 50% 20% 10% 5% 2% 1%
0.017 1 165.00 186.00 250.00 293.00 333.00 385.00 424.00
0.033333 2 141.00 159.00 216.00 256.00 295.00 348.00 390.00
0.050 3 132.00 149.00 203.00 239.00 275.00 323.00 360.00
0.0667 4 126.00 142.00 192.00 226.00 259.00 303.00 336.00
0.083 5 120.00 135.00 183.00 215.00 245.00 285.00 315.00
0.167 10 97.30 110.00 148.00 172.00 196.00 225.00 247.00
0.25 15 82.30 92.90 125.00 145.00 165.00 190.00 208.00
0.5 30 58.00 65.40 88.10 103.00 117.00 136.00 150.00
1 60 38.70 43.80 59.50 70.20 80.70 94.50 105.00
2 120 25.30 28.80 39.80 47.40 55.00 65.30 73.30
3 180 19.80 22.60 31.50 37.80 44.10 52.70 59.40
6 360 13.00 15.00 21.40 26.00 30.50 36.80 41.80
12 720 8.54 9.95 14.60 17.90 21.20 25.80 29.40
24 1440 5.51 6.48 9.70 12.00 14.40 17.70 20.40
48 2880 3.42 4.04 6.15 7.72 9.37 11.70 13.60
72 4320 2.53 2.99 4.58 5.78 7.06 8.86 10.40
96 5760 2.04 2.40 3.67 4.64 5.69 7A7 8.41
120 7200 1.71 2.02 3.08 3.89 4.78 6.02 7.06
144 8640 1.49 1.75 2.66 3.36 4.12 5.19 6.08
168 10080 1.33 1.56 2.35 2.97 3.63 4.55 5.32
Catchment Data
Details: | Kauri St Developed Site
Variable Value Units
Area: 0.4780 ha
C10 0.85 fraction
Rational Method Summary
Time of Concentration (tc) 13 Minutes (or 0.22 hours)
AEP
Variable 63% 50% 20% 10% 5% 2% 1%
Freq Factor 0.80 0.85 0.95 1.00 1.05 1.15 1.20
Intensity (mm/hr) 87.31 98.61 132.68 154.01 175.34 201.68 221.01
Discharge (m3/s) 0.08 0.09 0.14 0.17 0.21 0.26 0.30
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
stormwater mgJ00300R1V1_25_Kauri_St_Cooroy_Complete.pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.1 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.