Hydrodynamic Efficiency of a New Design of Half-Submerged Breakwater Compared to a Rectangular Caisson

Author:

Duclos G.1,Josset C.2,Clément A. H.3,Gentaz L.2,Colmard C.4

Affiliation:

1. Laboratoire de Mécanique des Fluides, CNRS UMR6598, Ecole Centrale de Nantes, 1 Ruc de la Noe, Nantes 44300, France.

2. Laboratoire de Mécanique des Fluides, CNRS UMR6598, Ecole Centrale de Nantes, Nantes 44300, France.

3. Laboratoire de Mécanique des Fluides, CNRS UMR6598, Ecole Centrale de Nantes, Nantes 44300, France (corresponding author).

4. SAIPEM, Saint Quentin en Yvelines, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference13 articles.

1. Alessandrini B. and Delhommeau G. (1995). “A multigrid velocity-pressure-free surface elevation fully coupled solver for calculations of turbulent incompressible flow around a hull.” Proc. 9th Int. Conf. on Numerical Methods in Laminar and Turbulent Flow Atlanta 1173–1184.

2. Bouchet R. and Manzone J. M. (1989). “Nouveaux concepts de digues écologiques pour grandes profondeurs.” Bulletin 67 de P.I.A.N.C.-A.I.P.C.N. France 128–135 (in French).

3. Clément A. H. (1991). “The diffraction of a solitary wave by a free-surface piercing cylinder.” Proc. 6th Int. Workshop on Water Waves and Floating Bodies Woods Hole Mass. 37–41.

4. Coupling of Two Absorbing Boundary Conditions for 2D Time-Domain Simulations of Free Surface Gravity Waves

5. Colmard C. (1996). “Etude des phénomènes induits par les digues partielles de type caisson fondées sur pieux.” PhD Univ. Le Havre Le Havre France (in French).

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