WAVE-INDUCED SETUP INSIDE PERMEABLE STRUCTURES

Peter Wellens; Marcel Van Gent

doi:10.9753/icce.v33.currents.43

No. 33 (2012), Swash, Nearshore Currents, and Long Waves

No. 33 (2012)

WAVE-INDUCED SETUP INSIDE PERMEABLE STRUCTURES

Swash, Nearshore Currents, and Long Waves

https://doi.org/10.9753/icce.v33.currents.43

Published 2012-12-15

Peter Wellens
Marcel Van Gent

Peter Wellens

Marcel Van Gent

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Keywords

waves
setup
permeable structure
Navier-Stokes
VOF

How to Cite

Wellens, P., & Van Gent, M. (2012). WAVE-INDUCED SETUP INSIDE PERMEABLE STRUCTURES. Coastal Engineering Proceedings, 1(33), currents.43. https://doi.org/10.9753/icce.v33.currents.43

Abstract

Coastal protection of land reclamation areas is often composed of rock or otherwise permeable material. Wave-induced setup inside permeable structures can be a problem for land reclamation areas if the design land level is too low. Wave-induced setup has not been studied extensively. In this study we use COMFLOW, a numerical model based on the Navier-Stokes equations employing the Volume-Of-Fluid method to displace the free surface, to quantify wave-induced setup inside permeable structures. The results are summarized in a conceptual design formula to determine wave-induced setup as a function of wave height Hm0 and rock diameter Dn50.

https://doi.org/10.9753/icce.v33.currents.43

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References

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Van Gent, M.R.A. (1995), Porous flow though rubble mound material, J. of Waterway, Port, Coastal and Ocean Engineering, Vol.121, no.3, pp.176-181, ASCE, New York.http://dx.doi.org/10.1061/(ASCE)0733-950X(1995)121:3(176)

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Wellens, P.R., M.J.A. Borsboom, M.R.A. Van Gent and I. Wenneker (2010). 3D simulation of wave interaction with permeable structures. Proc. ICCE 2010, Shanghai, China.

PMCid:2881346

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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WAVE-INDUCED SETUP INSIDE PERMEABLE STRUCTURES

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