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11:17 %10 Pb+2y=7.5+ 2 * 2.25=12 m RA/P 1.406 m V c√RS 55 1.406 * =2.06 m/s. 1000 Q=AV=16.875 * 2.06= 34.76 m³/s DOOOO Examples: Example 2: A triangular gutter with side slope at angle 60 has a depth 250 mm. If the discharge is 0.04 m3/s. Find the slope of the gutter bed? (c=50) 250 m Examples: Example 3: Design a trapezoidal channel of water having a velocity 0.6 m/s, channel side slope 1:1.5, flow rate 3 m3/s, c=65, hydraulic radius 10 m? Top width = b+2y- Δ Kay О ☐ K

11:17 %10 Pb+2y=7.5+ 2 * 2.25=12 m RA/P 1.406 m V c√RS 55 1.406 * =2.06 m/s. 1000 Q=AV=16.875 * 2.06= 34.76 m³/s DOOOO Examples: Example 2: A triangular gutter with side slope at angle 60 has a depth 250 mm. If the discharge is 0.04 m3/s. Find the slope of the gutter bed? (c=50) 250 m Examples: Example 3: Design a trapezoidal channel of water having a velocity 0.6 m/s, channel side slope 1:1.5, flow rate 3 m3/s, c=65, hydraulic radius 10 m? Top width = b+2y- Δ Kay О ☐ K

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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11:17 %10 Pb+2y=7.5+ 2 * 2.25=12 m RA/P 1.406 m V c√RS 55 1.406 * =2.06 m/s. 1000 Q=AV=16.875 * 2.06= 34.76 m³/s DOOOO Examples: Example 2: A triangular gutter with side slope at angle 60 has a depth 250 mm. If the discharge is 0.04 m3/s. Find the slope of the gutter bed? (c=50) 250 m Examples: Example 3: Design a trapezoidal channel of water having a velocity 0.6 m/s, channel side slope 1:1.5, flow rate 3 m3/s, c=65, hydraulic radius 10 m? Top width = b+2y- Δ Kay О ☐ K
Transcribed Image Text:11:17 %10 Pb+2y=7.5+ 2 * 2.25=12 m RA/P 1.406 m V c√RS 55 1.406 * =2.06 m/s. 1000 Q=AV=16.875 * 2.06= 34.76 m³/s DOOOO Examples: Example 2: A triangular gutter with side slope at angle 60 has a depth 250 mm. If the discharge is 0.04 m3/s. Find the slope of the gutter bed? (c=50) 250 m Examples: Example 3: Design a trapezoidal channel of water having a velocity 0.6 m/s, channel side slope 1:1.5, flow rate 3 m3/s, c=65, hydraulic radius 10 m? Top width = b+2y- Δ Kay О ☐ K
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