In a rectangular open channel, 2.0 m wide, water flows at a depth of 0.8 m. It discharges over an aerated sharp crested weir over the full width, with depth over weir crest being 0.25 m/ CC = 0.61. Adjusting for velocity head of approach, what would be the discharge through the channel? √√2g = 4.43 units A) 0.439 m³/sec B) 0.445 m³/sec c) 0.453 m³/sec 3 D) 0.461 m³/sec

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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In a rectangular open channel, 2.0 m
wide, water flows at a depth of 0.8 m.
It discharges over an aerated sharp
crested weir over the full width, with
depth over weir crest being 0.25 m/ CC
= 0.61. Adjusting for velocity head of
approach, what would be the discharge
through the channel? √√2g = 4.43 units
A) 0.439 m³/sec
3
B) 0.445 m/sec
3
c) 0.453 m/sec
3
D) 0.461 m/sec
Transcribed Image Text:In a rectangular open channel, 2.0 m wide, water flows at a depth of 0.8 m. It discharges over an aerated sharp crested weir over the full width, with depth over weir crest being 0.25 m/ CC = 0.61. Adjusting for velocity head of approach, what would be the discharge through the channel? √√2g = 4.43 units A) 0.439 m³/sec 3 B) 0.445 m/sec 3 c) 0.453 m/sec 3 D) 0.461 m/sec
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