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RATIONAL METHOD SUMMARY & RAINFALL DATA
Project 25 Pavilion Street, Pomona
Project #
2016 IFD BoM
Latitude -26.36
Longitude 152.85
Rainfall Intensity (mm/hr)
DURATION AVERAGE RECURRENCE INTERVAL (years)
(hours) (minutes) 1 yr 2 yr 5 yr 10 yr 20 yr 50 yr 100 yr
0.083 5 112 127 171 201 230 267 295
0.1 6 108 122 164 192 219 254 280
0.167 10 92 104 140 164 186 214 235
0.25 15 78 88 119 139 157 181 199
0.333 20 68 77 104 121 137 158 174
0.417 25 61 69 92 108 123 142 156
0.5 30 55 62 84 98 111 129 142
0.75 45 43.2 48.7 66 77 89 103 114
1 60 36.1 40.7 55 65 75 88 98
1.5 90 27.9 31.5 43.1 51 59 70 78
2 120 23.2 26.3 36.1 43.0 49.8 59 66
3 180 17.9 20.4 28.3 33.9 39.4 47.0 53
4.5 270 13.9 15.9 22.4 26.9 31.5 37.7 42.6
6 360 11.7 13.4 19.0 23.0 26.9 32.4 36.7
9 540 9.13 10.6 15.2 18.5 21.8 26.3 29.8
12 720 7.69 8.94 13.0 15.8 18.7 22.7 25.9
18 1080 6.03 7.05 10.4 12.7 15.1 18.5 21.1
24 1440 5.05 5.93 8.80 10.9 13.0 15.9 18.2
30 1800 4.38 5.16 7.71 9.55 11.4 14.1 16.2
36 2160 3.89 4.59 6.89 8.56 10.3 12.7 14.7
48 2880 3.20 3.78 5.72 7.14 8.61 10.7 12.4
72 4320 2.39 2.83 4.30 5.40 6.55 8.22 9.60
Catchment Data
Details: EXISTING
Variable Value Units
Area: 3.407 ha
C10 0.66 fraction
17.4 Overland Flow190
- 120m
Rational Method Summary 2.60 channel 120
Adopted Time of Concentration (tc) 20.6 Minutes (or 0.34 hours)
AVERAGE RECURRENCE INTERVAL (years)
Variable 1 yr 2 yr 5 yr 10 yr 20 yr 50 yr 100 yr
Freq Factor 0.80 0.85 0.95 1.00 1.05 1.15 1.20
Intensity (mm/hr) 67 76 102 119 135 156 172
Discharge (m3/s) 0.336 0.403 0.608 0.745 0.886 1.120 1.286
H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\Rational\Rational_Method_Pomona.xlsm 12/08/2021
[OCR of page images]
RATIONAL METHOD SUMMARY & RAINFALL DATA
Project 25 Pavilion Street, Pomona
Project #
2016 IFD BoM
Latitude -26.36
Longitude 152.85
Rainfall Intensity (mm/hr
DURATION AVERAGE RECURRENCE INTERVAL (years)
(hours) | (minutes) 1 yr 2 yr 5 yr 10 yr 20 yr 50 yr 100 yr
0.083 5 112 127 171 201 230 267 295
0.1 6 108 122 164 192 219 254 280
0.167 10 92 104 140 164 186 214 235
0.25 15 78 88 119 139 157 181 199
0.333 20 68 77 104 121 137 158 174
0.417 25 61 69 92 108 123 142 156
0.5 30 55 62 84 98 111 129 142
0.75 45 43.2 48.7 66 77 89 103 114
1 60 36.1 40.7 55 65 75 88 98
1.5 90 27.9 31.5 43.1 51 59 70 78
2 120 23.2 26.3 36.1 43.0 49.8 59 66
3 180 17.9 20.4 28.3 33.9 39.4 47.0 53
4.5 270 13.9 15.9 22.4 26.9 31.5 37.7 42.6
6 360 11.7 13.4 19.0 23.0 26.9 32.4 36.7
9 540 9.13 10.6 15.2 18.5 21.8 26.3 29.8
12 720 7.69 8.94 13.0 15.8 18.7 22.7 25.9
18 1080 6.03 7.05 10.4 12.7 15.1 18.5 21.1
24 1440 5.05 5.93 8.80 10.9 13.0 15.9 18.2
30 1800 4.38 5.16 7.71 9.55 11.4 14.1 16.2
36 2160 3.89 4.59 6.89 8.56 10.3 12.7 14.7
48 2880 3.20 3.78 5.72 7.14 8.61 10.7 12.4
72 4320 2.39 2.83 4.30 5.40 6.55 8.22 9.60
Catchment Data
Details: EXISTING
Variable Value Units
Area: 3.407 ha
Cio 0.66 fraction
17.4 Overlandf 190
Rational Method Summary 2.60 channel 120
Adopted Time of Concentration (tc) __ 20.6 _ Minutes (or 0.34 hours)
AVERAGE RECURRENCE INTERVAL (years)
Variable T yr 2 yr 5 yr 10 yr 20 yr 50 yr 100 yr
Freq Factor 0.80 0.85 0.95 1.00 1.05 1.15 1.20
Intensity (mm/hr) 67 76 102 119 135 156 172
Discharge (m*/s) 0.336 0.403 0.608 0.745 0.886 1.120 1.286
H:\21\21-0166 25 Pavilion Street, Pomona -
SMP\Design\Water Resources\WBNM\Rational\Rational_Method_Pomona.xlsm
12/08/2021
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