1960 1961 1962 1963 1964 1965 1966 1967 1968 1969 1970 marge(m/s) 1750 2650 3010 2240 2630 3200 1000 950 1200 4150 3500 ine the storage capacity required to meet a demand of 2000 m/s throughout the no Mass Curve Method?

1960 1961 1962 1963 1964 1965 1966 1967 1968 1969 1970 marge(m/s) 1750 2650 3010 2240 2630 3200 1000 950 1200 4150 3500 ine the storage capacity required to meet a demand of 2000 m/s throughout the no Mass Curve Method?

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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Concept explainers

Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.

Question

The average annual discharge of a river for 11 years is as follows:
1960 1961 1962 1963 1964 1965 1966 1967 1968 1969 1970
Discharge(m/s) 1750 2650 3010 2240 2630 3200 1000 950 1200 4150 3500
Determine the storage capacity required to meet a demand of 2000 m'/s throughout the
year using Mass Curve Method?
Years

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