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Design a trapezoidal S.A.F stilling basin (Full design: chute blocks, baffle blocks, end sill, and side walls) and draw a full details of a single chute block and baffle block using the given data (Note: use the attached chart): Flow discharge per unit width (q)= 24 m²/sec. Head loss throughout the basin (HL) 1.5 m. Ex-7.2 m. Basin width at the end sill (BE)- 20 m. Tail water depth-6 m. Slope of the glacis- 30°. Flaring (1:2) 1:6.

Design a trapezoidal S.A.F stilling basin (Full design: chute blocks, baffle blocks, end sill, and side walls) and draw a full details of a single chute block and baffle block using the given data (Note: use the attached chart): Flow discharge per unit width (q)= 24 m²/sec. Head loss throughout the basin (HL) 1.5 m. Ex-7.2 m. Basin width at the end sill (BE)- 20 m. Tail water depth-6 m. Slope of the glacis- 30°. Flaring (1:2) 1:6.

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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Design a trapezoidal S.A.F stilling basin (Full design: chute blocks, baffle blocks, end sill, and side walls) and draw a full details of a single chute block and baffle block using the given data (Note: use the attached chart): Flow discharge per unit width (q)= 24 m²/sec. Head loss throughout the basin (HL) 1.5 m. Ex-7.2 m. Basin width at the end sill (BE)- 20 m. Tail water depth-6 m. Slope of the glacis- 30°. Flaring (1:2) 1:6.
Transcribed Image Text:Design a trapezoidal S.A.F stilling basin (Full design: chute blocks, baffle blocks, end sill, and side walls) and draw a full details of a single chute block and baffle block using the given data (Note: use the attached chart): Flow discharge per unit width (q)= 24 m²/sec. Head loss throughout the basin (HL) 1.5 m. Ex-7.2 m. Basin width at the end sill (BE)- 20 m. Tail water depth-6 m. Slope of the glacis- 30°. Flaring (1:2) 1:6.
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