Prove that the actual flow rate Qactual is a function of the water depth upstream, z₁, the width of the gate, b, and the gate opening, a, as shown, 2g(21-22) Qactual Ca(ab) = Sluice gate width-b Sluice gates
Prove that the actual flow rate Qactual is a function of the water depth upstream, z₁, the width of the gate, b, and the gate opening, a, as shown, 2g(21-22) Qactual Ca(ab) = Sluice gate width-b Sluice gates
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![H. W. #7
Application of the Bernoulli equation
Prove that the actual flow rate Qactual is a function of the water depth upstream, z₁, the width of the
gate, b, and the gate opening, a, as shown,
2g(2₁-2₂)
Qactual = Ca (ab)
-
Sluice gate
width-b
Sluice gates
(a)
(3)
(4)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb2ffa8ce-dc49-432c-9401-49cff4b8c004%2F1e602ae0-6196-42af-8571-3081af0f4e82%2Fwqdi7i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:H. W. #7
Application of the Bernoulli equation
Prove that the actual flow rate Qactual is a function of the water depth upstream, z₁, the width of the
gate, b, and the gate opening, a, as shown,
2g(2₁-2₂)
Qactual = Ca (ab)
-
Sluice gate
width-b
Sluice gates
(a)
(3)
(4)
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