1/31/11 4:23 PM
C:\Documents and Settings\khaas\My Documents\class.\dispsolve.m
function [k,n]=dispsolve(T,h);
%Solve the linear dispersion relation for test case
% [k]=dispsolve(T,h);
%
% k = wave number (rad/m)
% T = wave period (s)
% h = water depth (m
CEE 4225 Coastal Engineering Spring 2014
Homework 1 Due: Wednesday, January 22, 2014 5PM
1. Write a program in Matlab for solving the general dispersion relationship using the
Newton-Raphson method with inputs of depth in meters and period in seconds and
CEE 4225 Coastal Engineering Spring 2014
Homework 2 Due: Wednesday, February 5, 2014 5PM
1. Wave period 10 seconds. Wave normally incident on coast. Wave height 1.5 m at 10
m depth contour. Find wave height at 5 m depth contour.
2. Same conditions as prob
CEE 4225 Coastal Engineering Spring 2014
Homework 3 Due: Wednesday, February 26, 2014 5PM
1. Write a Matlab program using the zero-upcrossing method to separate waves. Apply it
to the data file wave_data.mat. This file has 3 variables, the water surface,
CEE 4225 Coastal Engineering Spring 2014
Homework 4 Due: Friday, March 14, 2014 5PM
1. Estimate the seiching periods for the fundamental mode of vibration and 1st and 2nd
harmonics (i.e. n = 1, 2, 3 in the Meriam formula) in a flume filled to 1/2 of its d
CEE 4225 Coastal Engineering Spring 2014
Homework 5 Due: Wednesday, April 9, 2014 5PM
1. Estimate the total longshore sediment transport rate (net value for year, i.e. cubic
meters per year) for each of the scenarios described below. In each case, assume
CEE 4225 Coastal Engineering Spring 2014
Homework 6 Due: Friday April 24, 2014 5PM
1. Consider a beach nourishment project that is designed to provide an increase in
beach width of 20 m in beach width (cross-shore direction) once the beach profile
has re-
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