5- An abrupt rise of 0.8 m was designed to control a hydraulic jump generated after a 4 m wide sluice gate with an opening of 0.2 m by a flow discharge of 12 m³/s. The flow depth over the rise is 1.2 m a) Discuss about the stability of the jump using the attached plot b) Find the flow depth over the rise to form a stable jump at x=5(h+y3) if the abrupt rise changes to 0.6 m 5 9 43 Ple (interpolated) 가 5 3 417 X 2 V2 Y3 Y/2 h 1 ₁2 3 4 2 5 6 Fr₁ Lower limit of experimental range 8 = Fri Theoretical limit: Y3-2/3 y₁ -V3 - Yc or 4 (theoretical) 9 10 11

5- An abrupt rise of 0.8 m was designed to control a hydraulic jump generated after a 4 m wide sluice gate with an opening of 0.2 m by a flow discharge of 12 m³/s. The flow depth over the rise is 1.2 m a) Discuss about the stability of the jump using the attached plot b) Find the flow depth over the rise to form a stable jump at x=5(h+y3) if the abrupt rise changes to 0.6 m 5 9 43 Ple (interpolated) 가 5 3 417 X 2 V2 Y3 Y/2 h 1 ₁2 3 4 2 5 6 Fr₁ Lower limit of experimental range 8 = Fri Theoretical limit: Y3-2/3 y₁ -V3 - Yc or 4 (theoretical) 9 10 11

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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