Water flows down a spillway at a rate (per meter of width) of q = 5 m²/s and reaches the streambed elevation horizontally. A hydraulic jump forms due to a mild slope condition at the tail water, i.e., subcritical flow downstream. The flow velocity after the jump observed is v2 = 2.0 (m/s). Determine the water depth y₁ and velocity v₁ before the hydraulic jump and the loss of energy head (h) due to the jump?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Water flows down a spillway at a rate (per meter of width) of q = 5 m²/s and reaches the
streambed elevation horizontally. A hydraulic jump forms due to a mild slope condition
at the tail water, i.e., subcritical flow downstream. The flow velocity after the jump
observed is v2 = 2.0 (m/s). Determine the water depth y₁ and velocity v₁ before the
hydraulic jump and the loss of energy head (h) due to the jump?
Transcribed Image Text:Water flows down a spillway at a rate (per meter of width) of q = 5 m²/s and reaches the streambed elevation horizontally. A hydraulic jump forms due to a mild slope condition at the tail water, i.e., subcritical flow downstream. The flow velocity after the jump observed is v2 = 2.0 (m/s). Determine the water depth y₁ and velocity v₁ before the hydraulic jump and the loss of energy head (h) due to the jump?
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