A hybrid solution for the Galveston Seawall

A study on the reduction of the hydraulic loads by a sand cover at the Galveston Seawall with the use of XBeach

Student Report (2017)
Author(s)

J.R.M. Muller (TU Delft - Civil Engineering & Geosciences)

Contributor(s)

Jens Figlus – Mentor

S Vries – Mentor

Faculty
Civil Engineering & Geosciences
Copyright
© 2017 Jos Muller
More Info
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Publication Year
2017
Language
English
Copyright
© 2017 Jos Muller
Coordinates
29.284696,-94.795859
Graduation Date
07-09-2017
Awarding Institution
Delft University of Technology
Programme
['Civil Engineering | Hydraulic Engineering | Coastal Engineering']
Faculty
Civil Engineering & Geosciences
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Abstract

The City of Galveston is protected from extreme storm impact by a 17-km concrete seawall facing the Gulf of Mexico. Recent investigations have shown that the seawall may not be sufficient any more to protect against a 1 in 100 year design storm. Since raising the seawall disconnects the city from the beach and may be very costly, a hybrid approach is being discussed in which the existing hard structure is covered by a dune. This numerical model study investigates the hydro- and morphodynamic effects of adding a sand cover to the Galveston Seawall under extreme storm conditions.

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