Evaluation of Two Numerical Wave Models with Inlet Physical Model

Author:

Lin Lihwa11,Demirbilek Zeki11

Affiliation:

1. Research Hydraulics Engineer, U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Rd., Vicksburg, MS 39180.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference35 articles.

1. Monitoring the nearshore with video;Aarninkhof S.;Backscatter,1999

2. Battjes J. A. and Janssen J. P. F. M. (1978). “Energy loss and set-up due to breaking of random waves.” Proc. 16th Int. Coastal Engineering Conf. Hamburg Germany 569–587.

3. Carci E. Rivero F. J. Burchart H. Y. and Maciñeira E. (2002). “The use of numerical modeling in the planning of physical model test in a multidirectional wave basin.” Proc. 28th Int. Coastal Engineering Conf. Cardiff U.K. 485–494.

4. Cialone M. A. and Kraus N. C. (2001). “Wave Transformation at Grays Harbor WA with strong currents and large tide range.” Proc. 4th Int. Symp. of Ocean Wave Measurement and Analysis Waves 2001 Vol. 1 ASCE Reston Va. 794–803.

5. Curtis W. R. Hathaway K. K. Holland K. T. and Seabergh W. C. (2002). “Video-based direction measurements in a scale physical model.” Technical Note ERDC/CHL CHETN-IV-49 U.S. Army Engineer Research and Development Center Vicksburg Miss.

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