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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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