Question: PROBLEM # 2 [ 1 1 points ] The two - term infiltration equation of Philip ( 1 9 5 7 ) computes the cumulative

PROBLEM #2[11 points]
The two-term infiltration equation of Philip (1957) computes the cumulative vertical infiltration, (cm), of water into a deep-drained homogeneous soil as function of time, (hour), as follows
(1)
where denotes the soil sorptivity and signifies the saturated soil hydraulic conductivity. These latter two coefficients are so-called soil properties.
2.1. Please use dimensional anlysis to determine the units of the soil sorptivity, , and the saturated soil hydraulic conductivity, . Please write down the units here [1 point]
We would like to evaluate Equation (1) in its ability to describe measured infiltration data. We collected the following experimental data
Table 1: Measured cumulative infiltration data
(hour)|0.010|0.020|0.050|0.100|0.200|0.500|1.000
(cm)|0.051|0.075|0.123|0.176|0.264|0.451|0.682
We would like to use the tabulated data to evaluate Philip's two-term expression in Equation 1.
2.2. Setup the resulting system of equations in matrix form, . Each entry of the design matrix, coefficient vector and the data vector should be defined below - and is either a numerical value or a symbol.
[Note: by clicking on X, c and/or d you can modify the content and size of each array using the Equation editor]
Please, also copy the MATLAB code you wrote for this system [2 points]
% TYPE YOUR MATLAB CODE HERE
A =[0.010; 0.020; 0.050; 0.100; 0.200; 0.500; 1.000];
b =[0.051; 0.075; 0.123; 0.176; 0.264; 0.451; 0.682]
2.3. Please solve for the unknown coefficients using least squares. Enter your solution of the unknown coefficients in the vector below using at least three significant digits [1 point]
Please, also copy the MATLAB code you wrote for this solution
% TYPE YOUR MATLAB CODE HERE
2.4. Plot the observed data, , as function of time, , using a red plus symbol. Then, add to this figure in a solid blue line the simulated infiltration curve of Equation (1) using the least squares solution of 2.3. Make sure that you use a sufficient number of time values when plotting the simulated curve (it should look smooth). Add labels to both your axes and a legend [1 point]
% TYPE YOUR MATLAB CODE HERE
% WHEN YOU PLOT A FIGURE, END THE MATLAB BOX WITH "hold off"
2.5. Compute the vector of residuals. Your code should print the values of the residuals [1 point]
% TYPE YOUR MATLAB CODE HERE
2.6. Is the solution unique or not? Please explain your answer in words and confirm using MATLAB code [1 point]
% TYPE YOUR MATLAB CODE HERE
2.7. Now we have determined the optimal coefficients of Equation (1), at what time, , does the function predict that the cumulative infiltration, , is equal to 2 cm?[2 points]
[HINT: You can treat this as an intersection problem!]
% TYPE YOUR MATLAB CODE HERE
Insert your answer here, =____________,(at least 3 significant digits) in units of ________
2.8. To determine whether the two-term Equation (1) sufficiently well describes the measured cumulative infiltration curve, we consider the following extension
(2)
where is a third unknown coefficient. Which expression, the two-term of Equation (1) or the three-term of Equation (2) receives most support from the experimental data of Table 1? Please explain in detail how you got to your answer and demonstrate your answer with MATLAB code below [2 points]
% TYPE YOUR MATLAB CODE

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