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Question 2 Figure 2.1 shows the formation of a hydraulic jump in a rectangular open channel having a base width, B, of 3 m, a bed slope of 0.004, the Manning's coefficient, n, of 0.01 and a discharge, Q, of 15 m'/s. Determine the state of flow, yı and the head loss in the jump. Q Y2 Yo So = 0.004 n= 0.01 Fr,<1 Fr>1 Figure 2.1: Hydraulic Jump

Question 2 Figure 2.1 shows the formation of a hydraulic jump in a rectangular open channel having a base width, B, of 3 m, a bed slope of 0.004, the Manning's coefficient, n, of 0.01 and a discharge, Q, of 15 m'/s. Determine the state of flow, yı and the head loss in the jump. Q Y2 Yo So = 0.004 n= 0.01 Fr,<1 Fr>1 Figure 2.1: Hydraulic Jump

Structural Analysis
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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Question 2 Figure 2.1 shows the formation of a hydraulic jump in a rectangular open channel having a base width, B, of 3 m, a bed slope of 0.004, the Manning's coefficient, n, of 0.01 and a discharge, Q, of l15 m³/s. Determine the state of flow, yı and the head loss in the jump. Y2 Yo So = 0.004 n= 0.01 Fr,<1 В Fr>1 Figure 2.1: Hydraulic Jump
Transcribed Image Text:Question 2 Figure 2.1 shows the formation of a hydraulic jump in a rectangular open channel having a base width, B, of 3 m, a bed slope of 0.004, the Manning's coefficient, n, of 0.01 and a discharge, Q, of l15 m³/s. Determine the state of flow, yı and the head loss in the jump. Y2 Yo So = 0.004 n= 0.01 Fr,<1 В Fr>1 Figure 2.1: Hydraulic Jump
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