Example 5. (a) The peak of flood hydrograph due to a 3-h duration isolated storm in a catchment is 270 m³/s. The total depth of rainfall is 5.9 cm. Assuming an average infiltratior loss of 0.3 cm/h and a constant base flow of 20 m³/s, estimate the peak of the 3-h uni hydrograph (UH) of this catchment. (b) If the area of the catchment is 567 km² determine the base width of the 3-h unit hydrograph by assuming it to be triangular.
Example 5. (a) The peak of flood hydrograph due to a 3-h duration isolated storm in a catchment is 270 m³/s. The total depth of rainfall is 5.9 cm. Assuming an average infiltratior loss of 0.3 cm/h and a constant base flow of 20 m³/s, estimate the peak of the 3-h uni hydrograph (UH) of this catchment. (b) If the area of the catchment is 567 km² determine the base width of the 3-h unit hydrograph by assuming it to be triangular.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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