(i) A weir across an alluvial river has a horizontal floor of length 80 m and retains 8 m of water under full pond condition. If the downstream sheet pile is driven to a depth 8 m below the average bed level, then calculate the exit gradient. Also assuming a porosity of 25% and the relative density of soil particles as 2.70, determine the critical exit gradient and the factor of safety of the system with respect to the exit gradient.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(i) A weir across an alluvial river has a horizontal floor of length 80 m and retains 8 m of
water under full pond condition. If the downstream sheet pile is driven to a depth
8 m below the average bed level, then calculate the exit gradient. Also assuming a
porosity of 25% and the relative density of soil particles as 2.70, determine the critical
exit gradient and the factor of safety of the system with respect to the exit gradient.
Transcribed Image Text:(i) A weir across an alluvial river has a horizontal floor of length 80 m and retains 8 m of water under full pond condition. If the downstream sheet pile is driven to a depth 8 m below the average bed level, then calculate the exit gradient. Also assuming a porosity of 25% and the relative density of soil particles as 2.70, determine the critical exit gradient and the factor of safety of the system with respect to the exit gradient.
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