show that for a submerged hydraulic jump just downstream of a sluic gate, in a horizontal rectangular channel, Ys X1 2 √ 2 F3 ( 712 - 2) + ( 12 ) ² Y2 where Y₁ is the depth of opening of the Sluvic gate, 12 is the depth of flow downstream of the submerged hydraulic jump, Xs is the water clepth on the downstream side of the sluice gate and F1 is the froucle number of flow through the sluice Opening.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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show that for a submerged hydraulic jump just
downstream of a sluic gate, in a horizontal
rectangular
channel,
ys
X1
√ 2 F2²(727_-_-_-1) + ( 72² ) ²
Y2
where Y₁ is the depth of opening of the sluic gato,
12 is the plepth of flow downstream of the
submerged hydraulic jump, xs is the water clepth
on the downstream side of the sluice gate, and
F1 is the frouce number of flow through the sluice
opening.
Transcribed Image Text:show that for a submerged hydraulic jump just downstream of a sluic gate, in a horizontal rectangular channel, ys X1 √ 2 F2²(727_-_-_-1) + ( 72² ) ² Y2 where Y₁ is the depth of opening of the sluic gato, 12 is the plepth of flow downstream of the submerged hydraulic jump, xs is the water clepth on the downstream side of the sluice gate, and F1 is the frouce number of flow through the sluice opening.
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