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1. After a heavy downpour the depth of water over the weir is 4 m. If the total discharge through the weir was 1 000 000 m³, how long did the flow over the weir last? A) If a rectangular weir is used having a length of 200 m use C = 1.84 B) If cipolleti is used with a length of 200 m C) If contracted weir is used with a length of 200 m

1. After a heavy downpour the depth of water over the weir is 4 m. If the total discharge through the weir was 1 000 000 m³, how long did the flow over the weir last? A) If a rectangular weir is used having a length of 200 m use C = 1.84 B) If cipolleti is used with a length of 200 m C) If contracted weir is used with a length of 200 m

Structural Analysis
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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1. After a heavy downpour the depth of water over the weir is 4 m. If the total discharge through the weir was 1 000 000 m³, how long did the flow over the weir last? A) If a rectangular weir is used having a length of 200 m use C = 1.84 B) If cipolleti is used with a length of 200 m C) If contracted weir is used with a length of 200 m
Transcribed Image Text:1. After a heavy downpour the depth of water over the weir is 4 m. If the total discharge through the weir was 1 000 000 m³, how long did the flow over the weir last? A) If a rectangular weir is used having a length of 200 m use C = 1.84 B) If cipolleti is used with a length of 200 m C) If contracted weir is used with a length of 200 m
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