Numerical Methods for Engineers
Numerical Methods for Engineers
7th Edition
ISBN: 9780073397924
Author: Steven C. Chapra Dr., Raymond P. Canale
Publisher: McGraw-Hill Education
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Chapter 6, Problem 20P

The Manning equation can be written for a rectangular open channel as

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

where Q =  flow  [ m 3 /s ] , S = slope [m/m], H = depth [m], and  n = the Manning roughness coefficient. Develop a fixed-point iteration scheme to solve this equation for H given Q = 5 , S = 0.0002 , B = 20 , and  n = 0.03 . Prove that your scheme converges for all initial guesses greater than or equal to zero.

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