Consider flow along a 1000 m overland flow element with n=0.2. 1. Rewrite the finite difference...
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Consider flow along a 1000 m overland flow element with n=0.2. 1. Rewrite the finite difference approximation so it can be used to model overland flow. 2. If the element is divided into 5 grid units, what is 4x? 3. What is the celerity at a representative depth of 3 cm? 4. What maximum timestep can be used to solve this flow? 5. The design storm intensity [mm/hr] is given by the normal distribution below. Find the values ie,i and ie,i+1 for ti+1=1.5 hr. ie(t) = 10 exp (t-1.5)2) 0.25 Consider flow along a 1000 m overland flow element with n=0.2. 1. Rewrite the finite difference approximation so it can be used to model overland flow. 2. If the element is divided into 5 grid units, what is 4x? 3. What is the celerity at a representative depth of 3 cm? 4. What maximum timestep can be used to solve this flow? 5. The design storm intensity [mm/hr] is given by the normal distribution below. Find the values ie,i and ie,i+1 for ti+1=1.5 hr. ie(t) = 10 exp (t-1.5)2) 0.25
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1 Rewriting the finite difference approximation for overland flow The finite difference approximation for overland flow can be rewritten as follows ht ... View the full answer
Related Book For
Systems Analysis And Design
ISBN: 978-1119496489
7th Edition
Authors: Alan Dennis, Barbara Wixom, Roberta M. Roth
Posted Date:
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