5. A hydraulic jump occurs in a wide rectangular channel. The upstream depth and velocity are 0.4m, and 13 m/s, respectively. The downstream flow depth and the head loss across the jump are nearly, respectively: [Specific weight of water = 9810 N/m'; g= 9.81 m/s²] %3D (A)4.5 m; 6.7 m (B) 5.8 m; 6.7 m (C) 6.0 m; 5.0 m (D)3.5 m; 5.5 m

5. A hydraulic jump occurs in a wide rectangular channel. The upstream depth and velocity are 0.4m, and 13 m/s, respectively. The downstream flow depth and the head loss across the jump are nearly, respectively: [Specific weight of water = 9810 N/m'; g= 9.81 m/s²] %3D (A)4.5 m; 6.7 m (B) 5.8 m; 6.7 m (C) 6.0 m; 5.0 m (D)3.5 m; 5.5 m

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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Concept explainers

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

5. A hydraulic jump occurs in a wide rectangular channel. The upstream depth and velocity are
0.4m, and 13 m/s, respectively. The downstream flow depth and the head loss across the jump
are nearly, respectively:
[Specific weight of water = 9810 N/m°; g = 9.81 m/s?]
(A)4.5 m; 6.7 m
(B) 5.8 m; 6.7 m
(C) 6.0 m; 5.0 m
(D)3.5 m; 5.5 m

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