Water of density ρ flows in an open channel of constant width w with an initial depth of H1. At some point, the bottom rises smoothly to a height H3 and the depth of the water decreases to H2, as shown in Figure P10.18. If the upstream Froude number F1 = 0.4, and the downstream Froude number F2 = 1.0: (a) Find H2/H1 (this is a number). (b) Find H3/H1 (this is a number). (c) Find the force Fx exerted by the water on the step in the horizontal direction. Express the result in terms of the non-dimensional force coefficient using ρ, g, w, and H2 (this is a number). Show all your working, and state all your assumptions. Viscous forces can be neglected.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Water of density ρ flows in an open channel of constant width w with an initial depth of H1. At some point, the bottom rises smoothly to a height H3 and the depth of the water decreases to H2, as shown in Figure P10.18. If the upstream Froude number F1 = 0.4, and the downstream Froude number F2 = 1.0:

(a) Find H2/H1 (this is a number).

(b) Find H3/H1 (this is a number).

(c) Find the force Fx exerted by the water on the step in the horizontal direction. Express the result in terms of the non-dimensional force coefficient using ρ, g, w, and H2 (this is a number). Show all your working, and state all your assumptions. Viscous forces can be neglected.

 

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