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. Y2 Yo So = 0.004 Yı 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. Y2 Yo So = 0.004 Yı n = 0.01 Fr,>1 Fr,<1 Figure 2.1: Hydraulic Jump

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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