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

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.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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