Oil Transport in Surf Zone

Author:

Cheng Nian-Sheng123,Law Adrian Wing-Keung123,Findikakis Angelos N.123

Affiliation:

1. Res. Fellow, School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.

2. Assoc. Prof., School of Civ. and Struct. Engrg., Nanyang Technol. Univ., Nanyang Ave., Singapore 639798.

3. Bechtel System and Infrastructure Inc., San Francisco, CA, and Consulting Prof., Stanford University, Stanford, CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. Anderson O. H. and Fredsoe J. ( 1983). “Transport of suspended sediment along the coast.” Progress Rep. No. 59 Inst. of Hydrodynamics and Hydr. Engrg. Technical University of Denmark 33–46.

2. State-of-the-Art Review of Modeling Transport and Fate of Oil Spills

3. Cekirge H. M. et al. ( 1995). “State-of-art techniques in oil spill modeling.” Proc. Int. Oil Spill Conf. 67–72.

4. Ford R. G. ( 1985). “Oil slick sizes and length of coastline affected: A literature survey and statistical analysis.” Final Rep. to U.S. Department of Interior MMS Contract No. 14-12-0001-30226 .

5. Gundlach E. R. ( 1987). “Oil-holding capacities and removal coefficients for different shoreline types to computer simulate spills in coastal waters.” Proc. Oil Spill Conf. 451–457.

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