Case Study: Turbulent Flow and Sediment Distributions in a Groyne Field-Reference-Cited by-同舟云学术

Case Study: Turbulent Flow and Sediment Distributions in a Groyne Field

Published:2004-01 Issue:1 Volume:130 Page:1-9
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Sukhodolov Alexander¹,Engelhardt Christof¹,Krüger Angela²,Bungartz Heinz¹

Affiliation:

1. Research Scientist, Dept. of Ecohydrology, Institute of Freshwater Ecology and Inland Fisheries, Müggelseedamm 310, D-12587 Berlin, Germany.

2. Research Scientist, Central Chemical Laboratory, Institute of Freshwater Ecology and Inland Fisheries, Müggelseedamm 301, D-12587 Berlin, Germany.

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%282004%29130%3A1%281%29

Reference25 articles.

1. Brinckmann M. and Holz K. P. (1990). “Three-dimensional modeling of recirculation behind a groyne.” Proc. 1990 National Conf. on Hydraulic Engineering ASCE Reston Va. 1091–1096.

2. River hydraulics, sediment transport and training works: their ecological relevance to European rivers.;Carling P. A.;Archiv. Hydrobiol. Suppl.,1996

3. Carling P. A. Orr H. G. and Glaister M. S. (1994). “Preliminary observations and significance of dead zone flow structure for solute and fine particle dynamics.” Mixing and transport in the environment K. J. Beven P. C. Chatwin and J. H. Millbank eds. Wiley Chichester U.K. 139–157.

4. Experimental and numerical validation of the dead-zone model for longitudinal dispersion in rivers

5. Grinvald D. I. and Nikora V. I. (1988). River turbulence (in Russian) Hydrometeoizdat Leningrad Russia.

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