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Q1) An earthen channel is excavated in a sandy clay bed with a particle size d50- 3.0mm where the bed particles aere very rounded. It conveys a discharge of Q-10.3 m3/s over a slope of So-0.00015. if the bottom width to depth ratio of the canal (b/y)=8.0, design the canal cross section using the unit tractive force method. The minimum permissible velocity (Vmin) is confined to 0.5 m/s to prevent siltation problem. F,

Q1) An earthen channel is excavated in a sandy clay bed with a particle size d50- 3.0mm where the bed particles aere very rounded. It conveys a discharge of Q-10.3 m3/s over a slope of So-0.00015. if the bottom width to depth ratio of the canal (b/y)=8.0, design the canal cross section using the unit tractive force method. The minimum permissible velocity (Vmin) is confined to 0.5 m/s to prevent siltation problem. F,

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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Q1) An earthen channel is excavated in a sandy clay bed with a particle size d50= 3.0mm where the bed particles aere very rounded. It conveys a discharge of Q=10.3 m3/s over a slope of So-0.00015. if the bottom width to depth ratio of the canal (b/y)=8.0, design the canal cross section using the unit tractive force method. The minimum permissible velocity (Vmin) is confined to 0.5 m/s to prevent siltation problem. F,
Transcribed Image Text:Q1) An earthen channel is excavated in a sandy clay bed with a particle size d50= 3.0mm where the bed particles aere very rounded. It conveys a discharge of Q=10.3 m3/s over a slope of So-0.00015. if the bottom width to depth ratio of the canal (b/y)=8.0, design the canal cross section using the unit tractive force method. The minimum permissible velocity (Vmin) is confined to 0.5 m/s to prevent siltation problem. F,
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