Large Eddy Simulation of Unidirectional and Wave Flows through Vegetation

Author:

Chakrabarti Agnimitro1,Chen Qin2,Smith Heather D.3,Liu Don4

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3418 Patrick F. Taylor Hall, Baton Rouge, LA 70803.

2. Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3418 Patrick F. Taylor Hall, Baton Rouge, LA 70803 (corresponding author).

3. Lecturer, Dept. of Civil Engineering, Univ. of New Hampshire, W139 Kingsbury Hall, 33 Academic Way, Durham, NH 03824.

4. Associate Professor, Dept. of Mathematics, Statistics and Mechanical Engineering, Louisiana Tech Univ., Bogard Hall 226, Ruston, LA 71272.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference62 articles.

1. Asano T. Tsutsui S. and Sakai T. (1988). “Wave damping characteristics due to seaweed.” Proc. 35th Coast. Eng. Conf. in Japan JSCE Japan 138–142 (in Japanese).

2. Laboratory and numerical studies of wave damping by emergent and near-emergent wetland vegetation

3. Interactions of waves with an array of tandem placed bottom-mounted cylinders;Barlas B.;J. Mar. Sci. Technol.,2012

4. Drop impact onto a liquid layer of finite thickness: Dynamics of the cavity evolution

5. Chakrabarti A. and Smith H. (2011). “Investigation of turbulent structure in emergent vegetation under wave forcing.” Proc. Coastal Sediments ASCE Reston VA.

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