Numerical Solution for Trapped Modes around Inclined Venice Gates

Author:

Liao Ching Y.12,Mei Chiang C.12

Affiliation:

1. Grad. Student, Dept. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Cambridge, MA 02139.

2. Prof., Dept. of Civ. and Envir. Engrg., Massachusetts Inst. of Technol., Cambridge, MA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference14 articles.

1. Bai K. J. and Yeung R. W. (1974). “Numerical solutions of free surface and flow problems.” Proc. 10th Symp. on Naval Hydrodynamics Office of Naval Research Washington D.C. 609–641.

2. Blondeaux P. Seminara G. and Vittori G. (1993a). . “Linear responses of the gate systems for protection of the Venice Lagoon. Note I: Transverse free modes.” Rendiconti Lincei: Matematica e Applicazioni Rome Series 9 Vol. 4 A59 291–298.

3. Blondeaux P. Seminara G. and Vittori G. (1993b). . “Linear responses of the gate systems for protection of the Venice Lagoon. Note II: Excitation of transverse subharmonic modes.” Rendiconti Lincei: Matematica e Applicazioni Rome Series 9 Vol. 4 299–305.

4. Chen H. S. and Mei C. C. (1974). “Oscillations and waves forces in a man-made harbor in the open sea.” Proc. 10th Symp. Naval Hydrodynamics Office of Naval Research Washington D.C. 573–594.

5. Consorzio Venezia Nuova. (1988). “Study on the influence of the inclination angle and the gate side shape on gate response.” Rep. on Scale Model Investigation Technical Report Studio 2.2.10 Delft Hydraulics Delft The Netherlands November.

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