Question 5
A 15-minute-rainfall of 20-year Average Recurrence Interval (ARI) was fallen over a 5ha catchment in Adelaide. Table 1 shows catchment sub-areas covered within 5-minute isochrones. A 3mm of initial loss (IL) and 20mm/hr of continuing loss (CL) is a good representation of the loss model for this catchment. Using this given information, compute;
Intensity of rainfall = 17.6
Table 1: Area covered within 5min-isochrones
Isochrones (5 min) |
0 -5 |
5 -10 |
10-15 |
15-20 |
Area covered (ha) |
1 |
1.5 |
1.5 |
1 |
Ans a) We know,
Peak flow rate (Qp) = C i A / 360
where, C = Runoff coefficient
i = Rainfall intensity
A = Area in hecatres = 5 ha
For Adelaide, runoff coefficient = 0.70
According to IDF curve for Adelaide, for 15 min 20 year rainfall, rainfall intensity, i = 72.52 mm/hr
=> Qp = 0.70 x 72.52 x 5 / 360
=> Qp = 0.705 /s
Ans b) We know,
Runoff depth (R) = IL + CL(t) + QF
where, t = duration = 15 min
QF = Quick flow = 17.6 mm (given)
=> R = 3 mm + 20 mm/hr(5min/60 min/hr) + 0
=> R = 25.6 mm or 0.0256 m
Total area = 5 ha or 50000
=> Runoff volume = Runoff depth x area
=> Runoff volume = 0.0256 m x 50000
=> Runoff volume = 1280
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