4.34 In the region just downstream of a sluice gate, the water may develop a reverse flow region as indicated in Fig. P4.34 and Video V10.11. The velocity profile is assumed to consist of two uniform regions, one with velocity V, 10 fps and the other with V₁ = 3 fps. Determine the net flowrate of water across the portion of the control surface at section (2) if the channel is 20 ft wide. (1) Sluice gate V₁=3 ft/s- SS FIGURE P4.34 (2) -Control surface 1.8 ft 1.2 ft V = 10 ft/s

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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4.34 In the region just downstream of a sluice gate, the water
may develop a reverse flow region as indicated in Fig. P4.34 and
Video V10.11. The velocity profile is assumed to consist of two
uniform regions, one with velocity V₂ = 10 fps and the other with
V₁ = 3 fps. Determine the net flowrate of water across the portion
of the control surface at section (2) if the channel is 20 ft wide.
(1)
Sluice gate
V₁=3 ft/s
5
FIGURE P4.34
(2)
-Control surface
H
1.8 ft
1.2 ft
V = 10 ft/s
Transcribed Image Text:4.34 In the region just downstream of a sluice gate, the water may develop a reverse flow region as indicated in Fig. P4.34 and Video V10.11. The velocity profile is assumed to consist of two uniform regions, one with velocity V₂ = 10 fps and the other with V₁ = 3 fps. Determine the net flowrate of water across the portion of the control surface at section (2) if the channel is 20 ft wide. (1) Sluice gate V₁=3 ft/s 5 FIGURE P4.34 (2) -Control surface H 1.8 ft 1.2 ft V = 10 ft/s
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