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Engineering, 13.04.2021 05:00 Tempo30

Consider a 3-km2 urban catchment. The main channel has a slope of 0.9% and a Manning n of 0.10. The catchment is 50% impervious. The distance along the main channel from the catchment boundary to the outlet is 1100 m. The urban catchment has an average curve number of 60. Determine the peak flow (m3 /s) of the NRCS unit hydrograph for a 20-min rainfall excess.

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Consider a 3-km2 urban catchment. The main channel has a slope of 0.9% and a Manning n of 0.10. The...
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