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he outlet from a reservoir is through a broad-crested weir in which the crest is at 5 m MSL. Which row in the table below might be the correct stage discharge relation, where the invert of the reservoir is at 1.0m MSL, the weir is 10 m wide, the weir coefficient is 0.183 and Qweir, the discharge per unit width is given by:

he outlet from a reservoir is through a broad-crested weir in which the crest is at 5 m MSL. Which row in the table below might be the correct stage discharge relation, where the invert of the reservoir is at 1.0m MSL, the weir is 10 m wide, the weir coefficient is 0.183 and Qweir, the discharge per unit width is given by:

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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The outlet from a reservoir is through a broad-crested weir in which the crest is at 5 m MSL. Which row in the table below might be the correct stage discharge relation, where the invert of the reservoir is at 1.0m MSL, the weir is 10 m wide, the weir coefficient is 0.183 and Qweir, the discharge per unit width is given by:
The outlet from a reservoir is through a broad-crested weir in which the crest is at 5 MMSL Which row in the table below might be the correct stage discharge relation, where the invert of the reservoir is at 1.0 m MSL, the weir is 10 m wide, the weir coefficient is 0.183 and Qun the discharge per unit width is given by: Q - Chis Flow (m'/s) when water stage is at (m MS): Row 1. 0.0 0.0 18 5.2 9.5 14.6 20.5 26.9 319 2. 0.0 18 5.2 9.5 14.6 20.5 26.9 33.9 414 0.0 0.0 18 52 9.5 00 0.0 0.0 0.0 a0 ao 02 as 10 O Row 1 O Row 2 O Row 3 O Row 4
Transcribed Image Text:The outlet from a reservoir is through a broad-crested weir in which the crest is at 5 MMSL Which row in the table below might be the correct stage discharge relation, where the invert of the reservoir is at 1.0 m MSL, the weir is 10 m wide, the weir coefficient is 0.183 and Qun the discharge per unit width is given by: Q - Chis Flow (m'/s) when water stage is at (m MS): Row 1. 0.0 0.0 18 5.2 9.5 14.6 20.5 26.9 319 2. 0.0 18 5.2 9.5 14.6 20.5 26.9 33.9 414 0.0 0.0 18 52 9.5 00 0.0 0.0 0.0 a0 ao 02 as 10 O Row 1 O Row 2 O Row 3 O Row 4
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