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

Journal of Hydraulic Engineering

Volumn 130, Issue 7, 2004, Pages 635-646

  Ettema, Robert ^a   Muste, Marian ^b  

^a University of Iowa   (United States)

^b UNIVERSITY OF IOWA   (United States)

Author keywords

Dikes; Flumes; Hydraulic models; Open channel flow; Rivers

Indexed keywords

FLOW SEPARATION; HYDRAULIC MODELS; LEVEES; SHEAR FLOW; SHEAR STRESS; OPEN CHANNEL FLOW;

CHANNELS CONTROL; FLUME; FLUME EXPERIMENT; LENGTH SCALE; OPEN-CHANNEL FLOW; SCALE EFFECTS; SEPARATION REGIONS; SMALL-SCALE MODELING; SPUR DIKE; STRESS PARAMETER;

OPEN CHANNEL FLOW; HYDRAULICS;

LOOSE-BED CHANNELS; SMALL-SCALE MODELS;

BEDFORM; CHANNEL FLOW; EXPERIMENTAL STUDY; FLOW AROUND OBJECT; FLOW SEPARATION; FLUME; RIVER ENGINEERING; SHEAR STRESS;

CHANNEL FLOW; CHANNEL HYDRAULICS; FLOW AROUND OBJECT; FLUME EXPERIMENT; RIVER BED; RIVER ENGINEERING; SHEAR STRESS;

EID: 3142749961     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2004)130:7(635)     Document Type: Article

References (20)

1. Arie, M., and, Rouse, H. (1956). " Experiments on two-dimensional flow over a normal wall," J. Fluid Mech. 1 (2), 129-141.
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. Chen, F-Y., and, Ikeda, S. (1997). " Horizontal separation flows in shallow open channels with spur dikes. " J. Hydrosci. Hydr. Eng., 15 (2), 15-30.
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.
6. Hydraulic Modeling (2000). Hydraulic modeling: Concepts and practice, ASCE, Reston, Va.
7. Jia, Y., and Wang, S. S. (1993). "3D numerical simulation of flow near a spur dike." Proc., 1st Int. Conf. on Hydro-Science and Engineering, Washington, D.C., 2150-2156.
8. Kimura, I., and Hosoda, T. (1999). "3-D unsteady flow structures around rectangular column in open channels by means of non-linear k-ϵ model." Proc. 1st Int. Symposium On Turbulence and Shear Flow Phenomena, Santa Barbara, Calif., 1001-1006.
9. Kwan, T. W. (1984). "A study of abutment scour." Rep. 451, School of Engineering, The University of Auckland, New Zealand.
10. Kwan, T. W., and, Melville, B. W. (1994). " Local scour and flow measurements at bridge abutments. " J. Hydraul. Res., 32 (5), 661-673.
11. Mayerle, R., Toro, F. M., and, Wang, S. S. (1995). " Verification of a three dimensional numerical model simulation of the flow in the vicinity of spur dikes. " J. Hydraul. Res., 33 (2), 243-256.
12. Melville, B. W., and Coleman, S. (2000). Bridge scour, Water Resources Publications, Littleton, Colo.
13. Michiue, M., and, Hinokidani, O. (1992). " Calculation of 2-dimensional bed evolution around spur-dike. " Annu. J. Hydraul. Eng. Jpn. Soc. Civ. Eng., 36, 61-66.
14. Muneta, N., and Shimizu, Y. (1994). "Numerical model with spur-dike considering the vertical velocity distribution." Proc., Japan Society of Civil Engineers Conf., Tokyo, 497, 31-39.
15. Ouillon, S., and, Dartus, D. (1997). " Three-dimensional computation of flow around groyne. " J. Hydraul. Eng., 123 (11), 962-970.
16. Rajaratnam, N., and, Nwachukwu, B. A. (1983). " Flow near groin-like structures. " J. Hydraul. Eng., 109 (3), 463-480.
17. Rouse, H. (1938). Fluid mechanics for hydraulic engineers, McGraw-Hill, New York.
18. Schmidt, J. C., Rutin, D. H., and, Ikeda, H. (1993). " Flume simulation of recirculating flow and sedimentation. " Water Resour. Res., 29 (8), 2925-2939.
19. Tingsanchali, T., and Maheswaran, S. (1990). "2-D depth-averaged flow computation near groyne." J. Hydraul. Eng., 116(1), 71-86.
20. Uijttewaal, W. S., Lehmann, D., and, van Mazijk, A. (2001). " Exchange processes between a river and its groyne fields: Model experiments. " J. Hydraul. Eng., 127 (11), 928-936.