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Journal of Hydraulic Research Volume 50, 2012 - Issue 6
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Research papers

Numerical modelling of non-cohesive embankment breach with the dual-mesh approach

Christian Volz Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, Gloriastrasse 37/39, CH-8092, Zürich, SwitzerlandCorrespondence[email protected]
,
Patric Rousselot Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, Gloriastrasse 37/39, CH-8092, Zürich, Switzerland E-mail: [email protected]
,
David Vetsch Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, Gloriastrasse 37/39, CH-8092, Zürich, Switzerland E-mail: [email protected]
&
Roland Faeh Laboratory of Hydraulics, Hydrology and Glaciology (VAW), ETH Zurich, Gloriastrasse 37/39, CH-8092, Zürich, Switzerland E-mail: [email protected]
Pages 587-598 | Received 14 Sep 2012, Published online: 13 Nov 2012

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Dubravka Pokrajac. (2023) General shallow water equations (GSWEs). Journal of Hydraulic Research 61:3, pages 303-321.
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Cristiana Di Cristo, Stefania Evangelista, Massimo Greco, Michele Iervolino, Angelo Leopardi & Andrea Vacca. (2018) Dam-break waves over an erodible embankment: experiments and simulations. Journal of Hydraulic Research 56:2, pages 196-210.
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Christian Volz, Pierre-J. Frank, David F. Vetsch, Willi H. Hager & Robert M. Boes. (2017) Numerical embankment breach modelling including seepage flow effects. Journal of Hydraulic Research 55:4, pages 480-490.
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Mingfu GuanNigel G. WrightP. Andrew Sleigh. (2014) 2D Process-Based Morphodynamic Model for Flooding by Noncohesive Dyke Breach. Journal of Hydraulic Engineering 140:7.
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