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Longshore Sand Transport (LST)

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Longshore Sand Transport (LST)

by Gabriel Ruiz

 

31 Jul 2009

Script which evaluates the LST, using 3 different equations.

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Description

This script gets the longshore sediment transport, using the CERC, Bayram et al. and Kamphuis equations. Different K values are used with the CERC equation.

All the input parameters are given, using the command window.
Inputs:
        rho = mass density of water, kg/m3
        rhos = mass density of sediment, kg/m3
        poro = sediment porosity, dimensionless
        hb = wave height at breaking, m
        db = water depth at the breaking line, m
        tetab = wave breaker angle relative to the beach, deg
        wf = sediment fall velocity, m/s
        mb = slope beach, dimensionless
        d50 = median grain size, m
        T = wave period, s
        cf = friction coefficient, dimensionless
        A = shape parameter m1/3,
        tim = time in which you can evaluate the LST, hrs

 Outputs:
 The results are shown on the table in the command window.

It is only necessary to run the function.

Author: Gabriel Ruiz, Civil Engineer
v.1.1 July 2009

MATLAB release MATLAB 7.6 (R2008a)
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Tag Applied By Date/Time
sediment Gabriel Ruiz 03 Aug 2009 11:10:11
beach Gabriel Ruiz 03 Aug 2009 11:10:11
waves Gabriel Ruiz 03 Aug 2009 11:10:11
currents Gabriel Ruiz 03 Aug 2009 11:10:11

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