Certain topics may be best presented in the Coastal Structures 2003 poster session. If you wish to make a poster presentation, please so indicate in your abstract.

Poster Session Guidelines!

Poster Session I

Wednesday, August 27, 8:30 am - 5:00 pm

A Flushing System to Clean up Coastal Lagoons
M.A. Alatorre, Institueo de Ciencias del Mar y Limnologia

Innovative Permitting and Design Approach of a Wetland Mitigation Project in the New York Harbor
G.M. Goll, Princeton Hydro

Stem Waves along Vertical Wall under Regular and Irregular Actions
J.-I. Lee, Korea Institute of Marine Sciences

Analysis of Sliding Stability of a Submerged Double-T
A.H. Peltz, U.S. Army Engineer Research and Development Center

Wave Parameter Estimation Using Neural Networks
J.D. Agrawal, Central Water and Power Research Station

Numerical Simulation of Wave Run-Up on Dikes
T. Droste, Leichtweiss-Institute for Hydraulic Engineering

An Evaulation of Breakwater Construction in Malaysia
Ir. S.-C. Lee, National Hydraulic Research Institute of Malaysia

Project Manukau: Coastal Restoration and Protection Using Crenulated Beaches
D. Papps, CH2M Beca

Erection of 80m Long Steel Girder from a Barge Moored in High Tidal Currents
K. Bando, Kajima

Tsunami Assessment along the Northwestern Egyptian Coastline in the Mediterranean Sea
Y.a. Hegazy, D'Appolonia Engineering

Poster Session II

Friday, August 29, 8:30 am - 5:00 pm

Wave Protection Measures for Port Livingston, Louisiana
M. Loeffler, Weston Solutions

Geotechnical Considerations for Beach Access Structures, San Diego, California
D. Schug, URS

Improving the Aesthetics of Shore Protection Structures: A Case Study
R.H. Boudreau, Moffatt and Nichol Engineers

Wave Reflection by Submerged Breakwater with Various Types of Regular Wave Actions
Y.-T. Kim, Korea Institute of Construction Technology

Section 227 Study Miami Beach, Dade County, Florida
T. R. Martin, U.S. Army Engineer District, Jacksonville

Intrinsic Permeability and Drag Coefficient
C.-Y. Chen

Hydraulic Failure and Soil-Structure Deformation Due to Wave and Draw Down Loading
H.-J. Koehler, Federal Waterways Engineering and Research Institute

Effectiveness of a Reflection Wave Dissipator of Vertical Barrier Type
T. Nakamura, Ehime University

Morphological Behavior of an Exposed Sandy Coast Using Complex Principal Component Analysis
Y. Uchiyama, Port and Airport Research Institute

Vulnerability and Survivability of Composite Structures Relevant to Shore Facilities
N. Uddin, University of Alabama at Birmingham



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