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 17m? - 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 The transition is: B-10m L=16m Y= 0.003906x tAy Y= 0.003906x Find the depths (y, & y:) and then find S.
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 17m? - 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 The transition is: B-10m L=16m Y= 0.003906x tAy Y= 0.003906x Find the depths (y, & y:) and then find S.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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