Q3) Trapezoidal open channel as shown Q-15m³/s, velocity=1m/s. For most economic section finds A) wetted perimeter B) the bed slope. Manning coefficient (n)=0.021. Side slope : == 2 B

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter13: Slope Stability
Section: Chapter Questions
Problem 13.26P
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Q3) Trapezoidal open channel as shown Q=15m³/s, velocity=1m/s. For most economic section
finds
A) wetted perimeter
B) the bed slope.
Manning coefficient (n)=0.021. Side slope : ==
NIA
B
Transcribed Image Text:Q3) Trapezoidal open channel as shown Q=15m³/s, velocity=1m/s. For most economic section finds A) wetted perimeter B) the bed slope. Manning coefficient (n)=0.021. Side slope : == NIA B
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