Problem 1 Improvements to a waterway require estimation of the amount of material to be removed in the dredging operatio

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Problem 1 Improvements to a waterway require estimation of the amount of material to be removed in the dredging operatio

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Problem 1 Improvements To A Waterway Require Estimation Of The Amount Of Material To Be Removed In The Dredging Operatio 1
Problem 1 Improvements To A Waterway Require Estimation Of The Amount Of Material To Be Removed In The Dredging Operatio 1 (71.09 KiB) Viewed 37 times
Problem 1 Improvements to a waterway require estimation of the amount of material to be removed in the dredging operation Table 1 shows the waterway depth (column 2) at stations spaced every 5 meters across the waterway (column 1). Figure 1 shows the desired dimension sow the waterway after dredging. A minimum depth of 15 meters is required to allow larger contained ships to manat Table 1. Waterway Stations and Depth Horizontal Coordinate (meer) Vertical Profile (meters) D 0.00 5 -4.10 10 15 6.30 -7.15 25 30 -4.60 35 -16.30 40 45 -10:90 50 -10.50 55 -16:30 70 -7.30 75 -5.60 -4.90 -3.40 90 -2.10 CEE 3804 Channel Water Depth (meters) $5 Horizontal Coordinate() 100 Tani Vertical Profile (mt) Page 1 of 4 Minimum desired channel depth is 15 meters at the center of channel o=15 degrees Channel Width 100 Channel Station (meters) Figure 2. Waterway Cross Section and Desired Dimensions. Create an Excel file with the station and water depth data of the existing channel. Create Matlab script to read the data provided in the Table 1. Use any importing procedure learned in class. Task 2 Task 2 Improve the script created in Task 1 to estimate the area under the cross section area of the existing waterway profile. Use the trapezoidal rule in your estimation. Task 3 Further improve the script in Task 3 to estimate the area needed for dredging. Your code should be able to estimate the coordinates of the new profile (with a flat bottom) as a function of two parameters: channel depth and slope angle (phi). Run the code with channel depth of 15 meters and phi-15 degrees. Display the answer in the command window with appropriate labels and units. Improve the script created in Task 3 and plot the existing channel profile and the new profile after dredging improve the script in Task 3 to estimate the area needed for dredging. Task 5 Run the script created in Task 3 with channel depth of 20 meters and phim 17 degrees.
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