please only answer if sure it is correct. WILL thumbs up if correct. A concrete-lined, rectangular channel is to be constructed to carry a discharge of 500 ft³/s. Design thechannel assuming that the following values are fixed based on the design conditions:Bed slope = 0.002n=0.015⚫⚫b/y ratio = 2.0 (i.e., the width, b, is equal to 2y)

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Answered: A concrete-lined, rectangular channel…

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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Design a regime channel to carry a discharge of 40 cuemacs by lacey's theory. Assume side slopes to be 1:1. The average size of the bed material may be taken as 0.8 mm
● Design a regime channel to carry a discharge of 40 cumecs by Lacey's Theory. Assume side slopes to be 1: 1. The average size of the bed material may be taken as 0.8 mm.
Calculate the discharge in the concrete trapezoidal channel if the slope is 0.0002, the side slope is 1.5, the width of the channel is 6 m and the normal depth is 1.6 m. Consider Manning's coefficient of 0.013.
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Solution plz
A. Design a trapezoidal channel to carry a discharge of 10.5 m^3/s. The bottom slop of the channel is 0.0035. Also the flow depth is half of the channel bottom width. Take roughness coefficient as 0.025 and side slop as 1H to 4V. B. Based on the given information and your results in part A, compute the state of flow
Question 2 of Fluid Mechanics Hw
Q1) The flowrate per unit width in a width channel is q=2.3 m²/s. Is the flow subcritical or supercritical if the depth is (a) 0.2 m, (b) 0.8m, (c) 2.5 m?
Answer in lt/min
4- In a rectangular channel, a hydraulic jump occurs at a point where depth of water- before and after the jump was 0.6 m and 1.15 m respectively. Determine the discharge per unit width and critical depth (yc).
Read the question carefully and give me both a&b right solutions. A 1.3-m wide rectangular channel with a bed slope of 0.00019 has a depth of flow of 0.8m. Manning’s roughness coefficient is 0.017. (a) Can Manning’s equation be applied to this system (i.e., is the flow fully turbulent)? (b) Regardless of the answer to part a, determine the steady uniform discharge in the channel.

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A concrete-lined, rectangular channel is to be constructed to carry a discharge of 500 ft³/s. Design the channel assuming that the following values are fixed based on the design conditions: Bed slope = 0.002 n=0.015 ⚫ ⚫ b/y ratio = 2.0 (i.e., the width, b, is equal to 2y)