Numerical Solution of Fully Developed Flow with Vegetative Resistance-Reference-Cited by-同舟云学术

Numerical Solution of Fully Developed Flow with Vegetative Resistance

Published:2003-05 Issue:5 Volume:129 Page:558-563
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Neary V. S.¹

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Tennessee Tech Univ., P.O. Box 5015, Cookeville, TN 38505-0001.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A5%28558%29

Reference15 articles.

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3. Dunn C. Lopez F. and Garcia M. (1996). “Mean flow and turbulence structure induced by vegetation: experiments.” Hydraulic Engineering Series No. 51 UILU-ENG 96-2009 Dept. of Civil Engineering Univ. of Illinois Urbana-Champaign Ill.

4. Fairbanks J. D. and Diplas P. (1998). “Turbulence characteristics of flows through partially and fully submerged vegetation.” Engineering Approaches to Ecosystem Restoration Proc. Wetlands Engineering and River Restoration Conf. ASCE Reston Va.

5. Freeman G. E. Copeland R. E. Rahmeyer W. and Derrick D. L. (1998). “Field determination of Manning’s n value for shrubs and woody vegetation.” Engineering Approaches to Ecosystem Restoration Proc. Wetlands Engineering and River Restoration Conf. ASCE Reston Va. 48–53.

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