Read the question carefully and give me complete right solution according to the question (b)An opening of a reservoir is controlled by a sluice gate. The opening is 1.3 m. Thewater surface elevation upstream of the gate is 100 m. If the elevation of the bed is 85m and the tailwater elevation is 91 m, what kind of jump will form? What are thesequent depths and the maximum tailwater depth that could be sustained by a freejump? Assume co-efficient of contraction Cc 0.75 and co-efficient of velocity Cv =0.95 for the sluice gate.

Given: An opening of reservoir is controlled by sluice gate. Opening = 1.3 m. Water surface…

Answered: (b) An opening of a reservoir is…

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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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
Uniform Flow Q.10 The sequent depths in a hydraulic jump formed in a 4.0m wide rectangular channel are 0.3 m and 1.2 m. The discharge in the channel is 3 m/s.
Quest-5 The sequent depth ratío in a hydraulic jump formed in a rectangular horizontal channel is 10. The Froude number of the supercritical flow is
A hydraulic jump is formed in a 2 m wide rectangular channel which is horizontal and frictionless. The post-jump depth and velocity are 0.8 m and 1 m/s, respectively. The pre-jump velocity is m/s. (use g = 10 m/s²)
problem-OCF A hydraulic jump is formed in a 2 m wide rectangular channel which is horizontal and frictionless. The post- m/s. (use g jump depth and velocity are 0.8 m and 1 m/s, respectively. The pre-jump velocity is = 10 m/s2).
A hydraulic jump occurs in a 15-m-wide rectangular, concrete channel with a Manning's n of 0.013. The initial depth comes from a spillway discharge of 100 m³/s with a slope of 10%. p= 1000 kg/m³, g = 9.81 m/s². Determine: a) the downstream depth of the hydraulic jump b) the resulting energy loss in the jump B = 15 m Q = 100 m^3/s Slope = 10% y = ?
The sequent depth ratio in a hydraulic jump formed in a rectangular horizontal channel is 10. The Froude number of the supercritical flow is A 12.2 B 10.4 C 7.42 D 4.21
The critical velocity ratio for a depth of flow 2.5 m in alluvial channel is 1.25. If the manning's 'n' is 0.015 then, the velocity of the channel as per Kennedy's method is_ a. 1.12 m/s b. 1.23 m/s c. 2.41 m/s С. d. 3.12 m/s
A hydraulic jump occurs in a V-shaped channel having sides sloping at 45°. Derive an equation relating the two depths and the flow rate. If the depths before and after the jump in the above channel are 0.50m and 1.0m, find out the flow rate and obtain the Froude numbers before and after the jump. 45° 45°
Water is flowing in trapezoidal channel with 2V:3H at a discharge of Q=3.5m^3/s. If the channel top width isn’t 10m and the area isn’t 14m^2, determine a. Specific energy b. Froude number c. Hydraulic depth
QUESTION 4: Derivation aQ B gA' 4.2. Derive equation for initial and sequent depths due to Hydraulic Jump 4.1. Proof the critical flow equation for constant specific energy: max
The sequent depths in a hydraulic jump formed in a 4.0 m wide rectangular channel are 0.2 m and 1.0 m. The discharge in the channel is:

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