MATLAB: An Introduction with Applications
MATLAB: An Introduction with Applications
5th Edition
ISBN: 9781118629864
Author: Amos Gilat
Publisher: WILEY
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Chapter 4, Problem 24P
To determine

The values of constants a,b,c and d.

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Q1/ Route the following flood hydrograph through a river reach for which storage duration constant = 10 hr and weighted factor = 0.25. At the start of the inflow flood, the outflow discharge is 60m³/s. Inflow (m/s) Time (hr) 140 60 100 0 4 8 12 16 120 80 40 20 Q2/ Answer the following: 1. Define water requirements and list the losses of irrigation. Q3/ Irrigation project with the following data: = 150 mm/m Root Zone Depth (RZD) = 1.1 m 15% of the net depth - Available Water PAD = 50%, Leaching Requirement Rainfall = 12 mm, = water Losses = 10% of the net depth. If the net water depth added after depletion of already available water, Calculate: gross irrigation water, and application efficiency. C= C
A3 m long cantilever ABC is built-in at A, partially supported at B, 2 m from A, with a force of 10 kN and carries a vertical load of 20 kN at C. A uniformly distributed bad of 5 kN/m is also applied between A and B. Determine (a) the values of the vertical reaction and built-in moment at A and (b) the deflection of the free end C of the cantilever, Develop an expression for the slope of the beam at any position and hence plot a slope diagram. E = 208GN / (m ^ 2) and 1 = 24 * 10 ^ - 6 * m ^ 4
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