ONLY ANSWER IN OCTAVE OR MATLAB
CODE.
NO HANDWRITTEN ANSWERS!!!!!
NO HANDWRITTEN ANSWERS!!!!!
NO HANDWRITTEN ANSWERS!!!!!
NO HANDWRITTEN ANSWERS!!!!!
again, NO HAND-WRITTEN ANSWERS!!!!!
If you give me a hand-written answer, I will
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Only Answer In Octave Or Matlab Code No Handwritten Answers No Handwritten Answers No Handwritten Answers 1 (62.8 KiB) Viewed 39 times
Ground surface Water table Infiltration 11 !!!!! Q3: Under a number of simplifying assumptions, the steady state height of the water table in a one-dimensional, unconfined groundwater aquifer (see figure) can be modeled with the following second-order ODE, Aquifer Groundwater flow Contining bed an Kh + N = 0 dx 2 where x = distance (m), K = hydraulic conductivity (m/d), h = height of the water table (m), h= the average height of the water table (m), and N = infiltration rate (m/day or m/d). Solve for the height of the water table for x = 0 to 1000 m where h(0) = 10 m and h(1000) = 5 m. Use the following parameters for the calculation: K= 1 m/d and N = 0.0001 m/d. Set the average height of the water table as the average of the boundary conditions. Obtain your solution with the implicit method (Ax = 100 m). 5 A complete answer will include (a) Set up an appropriate numerical method clearly showing the equation(s) to be implemented in the code. Write your answer in the PDF file. (b) Implementation of the algorithm using Octave programming Write your answer in the dot-m file. Please dont.com-paste screenshots of code in pdf file (c) Plot and describe the solution. (i) Insert any plots to elaborate your answer. Insert the plots by downloading them as a PNG file. Make sure that labels and text of plot are readable. (ii) Describe the answer and comment on its accuracy. Write your answer in the PDF file +10 +5 -20 points
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