All Issue

2016 Vol.49, Issue 3 Preview Page
31 March 2016. pp. 241-251
Abstract
References
1
Ashida, K., and Michiue, M. (1972). “Study on hydraulic resistance and bed-load transport rate in alluvial streams.” Transactions, Japan Society of Civil Engineering, JSCE, No. 206, pp. 59-64.
2
Copeland, R.R. (1983). “Bank Protection Techniques Using Spur Dikes.” Miscellaneous paper HL83-1, U.S. Amy Engineer Waterways Experiment Station.
3
Choi, S.U., and Oh, D.W. (2004). “Finite Element Modeling of Shallow Water Equations for Numerical Simulation of Flows near Spur-Dike” Advances in Hydro-Science and Engineering, Vol. 6, pp. 1-9.
4
Engelund, F. (1974). “Flow and Bed Topography in Channel Bend.” Journal of Hydraulic Engineering, ASCE, Vol. 100, No. 11, pp. 1631-1648.
5
Francis, J.R., Pattanick, A., and Wearne, S. (1968). “Observations of flow patterns around some simplified groyne structures in channels.” Technical Note No. 8, Proceedings, Institution of Civil Engineers, London, England, pp. 829-846.
6
Fenwick, G.B. (1969). “State of Knowledge of Channel Stabilization in Major Alluvial River.” Report No. FHWA/RD-83/099, U.S. Department of Transportation, Washington D.C.
7
Holtz, K.P. (1991). “Numerical simulation of recirculating flow at groynes.” Computer Methods in Water Resources, No. 2, Vol. 2, pp. 463-477.
8
Kang, J.G., Yeo, H.K., and Kim, S.J. (2005). “An Experimental Study on Tip Velocity and Downstream Recirculation Zone of Single Groyne Conditions.” Journal of Korea Water Resoources Association, Vol. 38, No. 2, pp. 143-153.
9
Kang, J.G., Kim, S.J., and Yeo, H.K. (2009). “An Experimental Study on Flow Characteristic Around Inclined Crest Groyne.” Journal of Korea Water Resoources Association, Vol. 42, No. 9, pp. 715-724.
10
Molls, T., Chaudhry, M. H., and Khan, K.W. (1955). “Numerical simulation of two-dimensional flow near a spur-dike.” Advances in Water Resources, Vol. 18, No. 4, pp. 227-236.
11
Michiue, M., and Hinokidani, O. (1992). “Calculation of 2- dimensional bed evolution around spur-dike.” Proceedings of Hydraulic Engineering, Vol. 36, pp. 61-66.
12
Mayerle, R., Wang, S.S.Y., and Toro, F.M. (1995). “Verification of a three-dimensional numerical model simulation of the flow in the vicinity of spur dikes.” Journal of Hydraulic Research, IAHR, Vol. 33 No. 2, pp. 243-256.
13
Nagata, N., Hosoda, T., Nakato, T., and Muramoto, Y. (2005). “Tree-Dimensional Nurmerical Model for Flow and Bed Deformation around River Hydraulic Structures.” Journal of Hydraulic Engineering, ASCE, Vol. 131, No. 12, pp. 1074-1087.
14
Ouillon, S., and Dartus, D. (1997). “Three-Dimensional Compu-tation of Flow around Groyne.” Journal of Hydraulic Engineering, ASCE, Vol. 123, No. 11, pp. 962-970.
15
Rajaratnam, M.N., and Nwachukwu, B.A. (1983). “Flow near groin-like structure.” Jouranl of Hydraulic Engineering, ASCE, Vol. 109, No. 3, pp. 463-480.
16
Richardson, E.V., and Simons, D.B. (1974). “Spurs and guide banks.” Open File Report, Colorado State University Engineering Research Center, Fort Collins, Colo.
17
Shields, F.D.Jr., Knight, S.S., and Cooper, C.M. (2000). “Warm-water Stream Bank Protection and Fish Habitat: A Com-parative Study.” Environmental Management, Vol. 26, No. 3, pp. 317-328.
18
Tingsanchali, T., and Maheswaran, S. (1990). “2-D Depth-Averaged Flow Computation near Groyne.” Journal of Hydraulic Engineering, ASCE, Vol. 116, No. 1, pp. 71-86.
19
Watanabe, A., Fukuoka, S., Yasutake, Y., and Kawaguchi, H. (2001). “Method for Arranging Vegetation Grions at Bends for Control of Bed Variation.” Collection of Papers on River Engineering, Vol. 7, pp. 285-290.
20
Yeo, H.K., Kang, J.G., Kim, S.J., and Yoon, B.M. (2006) “Experimental Study on Bed Change Around Upward Vertical Groyne with Installed Spacing.” Journal of Korean Society of Civil Engineers, Vol. 26, No. 3, pp. 271-278.
Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 49
  • No :3
  • Pages :241-251
  • Received Date : 2015-12-04
  • Revised Date : 2016-01-24
  • Accepted Date : 2016-01-28