Mean Flow and Turbulence Structure of Open-Channel Flow through Non-Emergent Vegetation-Reference-Cited by-同舟云学术

Mean Flow and Turbulence Structure of Open-Channel Flow through Non-Emergent Vegetation

Published:2001-05 Issue:5 Volume:127 Page:392-402
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

López Fabián¹²,García Marcelo H.¹²

Affiliation:

1. Res. Engr., National Institute for Water (INA), National Univ. of Cordoba, Ambrosio Olmos 1142 (5000) Cordoba, Argentina. E-mail: flopez@com.uncor.edu

2. Prof., Ven Te Chow Hydrosystems Laboratory, Dept. of Civ. and Envir. Engrg., Univ. of Illinois at Urbana-Champaign, Urbana, Ill. 61801. E-mail: mhgarcia@uiuc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A5%28392%29

Reference29 articles.

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2. Burke R. W. and Stolzenbach K. D. ( 1983). “Free surface flow through salt marsh grass.” MIT-Sea Grant Report MITSG 83-16 Massachusetts Institute of Technology Cambridge Mass.

3. Modeling Suspended Sediment Transport in Nonequilibrium Situations

4. Christensen B. A. ( 1985). “Open channel and sheet flow over flexible roughness.” Proc. Int. Assoc. for Hydr. Res. 21st Congress IAHR Delft The Netherlands 463–467.

5. Dunn C. López F. and García M. ( 1996). “Mean flow and turbulence structure induced by vegetation: Experiments.” Hydraulic Engineering Series No. 51 UILU-ENG 96-2009 Dept. of Civ. Engrg. University of Illinois at Urbana-Champaign Urbana Ill.

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