Scale Effects in Flume Experiments on Flow around a Spur Dike in Flatbed Channel

Author:

Ettema Robert1,Muste Marian2

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, The Univ. of Iowa, Iowa City, IA 52242.

2. Research Engineer, IIHR—Hydroscience and Engineering, The Univ. of Iowa, Iowa City, IA 52242.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference20 articles.

1. Experiments on two-dimensional flow over a normal wall

2. Brinke W. B. ten Kruyt N. M. Kroon A. and van den Berg J. H. (1999). “Erosion of sediment between groynes in the River Waal as a result of navigation traffic.” Special Publ. 28 Int. Association of Sedimentologists 147–160.

3. Horizontal separation flows in shallow open channels with spur dikes.;Chen F-Y.;J. Hydrosci. Hydr. Eng.,1997

4. Davinroy R. D. Gordon R. C. and Hetrick R. D. (1998). “Sedimentation study of the Mississippi River Marquette Chute: Hydraulic micromodel investigation.” Tech. Rep. M3 Applied River Engineering Center St. Louis District U. S. Army Corps. of Engineers St. Louis.

5. Ettema R. and Muste M. (2002). “Scale-effect trends on flow thalweg and flow separation at dikes in flatbed channels.” IIHR Rep. 414 IIHR–Hydroscience and Engineering The Univ. of Iowa Iowa City Iowa.

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