The table below gives the ordinates of a stream, flow hydrograph at the outlet of a catchment of an area 600 km2 due to a storm that is believed to have duration of 3 hours. Assuming a constant base flow of 50 m³ /s, compute the ordinates of a 3-hour UH for the catchment. 30 Time (hr) 0 3 6 50 | 600 950 | 27 150 12 33 21 240 9 15 18 24 36 Flow 700 530 400 310 190 110 80 50 (m/s)

The table below gives the ordinates of a stream, flow hydrograph at the outlet of a catchment of an area 600 km2 due to a storm that is believed to have duration of 3 hours. Assuming a constant base flow of 50 m³ /s, compute the ordinates of a 3-hour UH for the catchment. 30 Time (hr) 0 3 6 50 | 600 950 | 27 150 12 33 21 240 9 15 18 24 36 Flow 700 530 400 310 190 110 80 50 (m/s)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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