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An inlet Warpd transition was used to connect a rectangular flume with a trapezoidal canal as shown in the figure. The following information are available: Discharge (Q) = 60 m3/sec. - Cross section area of a rectangular flume=17m² Depth of the flow in the trapezoidal Bed width of the trapezoidal canal (B) = 10m Side slope of the trapezoidal canal (Z) = 1.5:1 Length of the transition (L) = 16m: Ki= 0.1 - The equation of water surface profile through the Y=0.003906x² The transition is: - ind the depths (y, & y₂) and then find Sw. T yı B=10m L-16m Y=0.003906x²

An inlet Warpd transition was used to connect a rectangular flume with a trapezoidal canal as shown in the figure. The following information are available: Discharge (Q) = 60 m3/sec. - Cross section area of a rectangular flume=17m² Depth of the flow in the trapezoidal Bed width of the trapezoidal canal (B) = 10m Side slope of the trapezoidal canal (Z) = 1.5:1 Length of the transition (L) = 16m: Ki= 0.1 - The equation of water surface profile through the Y=0.003906x² The transition is: - ind the depths (y, & y₂) and then find Sw. T yı B=10m L-16m Y=0.003906x²

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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An inlet Warpd transition was used to connect a rectangular flume with a trapezoidal canal as shown in the figure. The following information are available: Discharge (Q) = 60 m3/sec. Cross section area of a rectangular flume=17m² Depth of the flow in the trapezoidal - - - Bed width of the trapezoidal canal (B) = 10m Side slope of the trapezoidal canal (Z) = 1.5:1 : Ki= 0.1 Length of the transition (L) = 16m The equation of water surface profile through the The transition is: Y=0.003906x² Find the depths (y, & y₁) and then find Sw. T Yı B=10m Jit L-16m Y=0.003906x² TAY Y₂
Transcribed Image Text:An inlet Warpd transition was used to connect a rectangular flume with a trapezoidal canal as shown in the figure. The following information are available: Discharge (Q) = 60 m3/sec. Cross section area of a rectangular flume=17m² Depth of the flow in the trapezoidal - - - Bed width of the trapezoidal canal (B) = 10m Side slope of the trapezoidal canal (Z) = 1.5:1 : Ki= 0.1 Length of the transition (L) = 16m The equation of water surface profile through the The transition is: Y=0.003906x² Find the depths (y, & y₁) and then find Sw. T Yı B=10m Jit L-16m Y=0.003906x² TAY Y₂
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