Numerical Methods For Engineers, 7 Ed
Numerical Methods For Engineers, 7 Ed
7th Edition
ISBN: 9789352602131
Author: Canale Chapra
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 4, Problem 16P

Manning's formula for a rectangular channel can be written as

Q = 1 n ( B H ) 5 / 3 ( B + 2 H ) 2 / 3 S

where Q =  flow  ( m 3 / s ) , n = a roughness coefficient, B =  width  ( m ) H = depth  ( m ) , and  S = slope . You are applying this formula to a stream where you know that the width = 20m and the depth = 0 .3m . Unfortunately, you know the roughness and the slope to only a ± 10 % precision. That is, you know that the roughness is about 0.03 with a range from 0.027 to 0.033 and the slope is 0.0003 with a range from 0.00027 to 0.00033. Use a first-order error analysis to determine the sensitivity of the flow prediction to each of these two factors. Which one should you attempt to measure with more precision?

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b) Given the below conditions are given for a partially circular channel shown in Figure2.▪ Flow = uniform▪ Density, ρ = 998.0 kg/m3▪ Dynamic viscosity, μ = 1.002 x 10^-3 kg/m∙sCalculate the hydraulic radius, Reynolds number, and the type of flow.
A hydraulic jump is shown in figure below. The depth of flow z₂ after the hydraulic jump is 5 m larger than z₁. The total flow rate in the channel is 450 m³/s and the channel width is 50 m. The length / over which the jump occurs is 0.4 m. ax= If the depth, z₁, is 6 m then what is the average acceleration (ing's) of the liquid as is flows across the jump. 0.21 Hydraulic jump g's V₂
Question : A stream bed has a rectangular cross section 5 meters wide and a slope of 0.0002 m/m. The flow rate in the stream is 8.75 m³/s. A dam is built across the stream, causing the water surface to rise to 2.5 meters just upstream of the dam, as shown below. Assume n = 0.015. y = yn 2.5 m a. Find the normal depth, yn, corresponding to this flow rate and channel geometry. You do not need to solve the equation by hand. To get full credit, show your equation with only one unknown. b. Find the critical depth, yc. c. The yn is found to be 1.8 m by solving the equation numerically. Identify the water surface profile upstream of the dam. Explain your answer for full credit.
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