[1]
|
Korea Water Resources Association, “River Design Criteria,” 2004.
|
[2]
|
D. Bijan, “Scour Development Downstream of a Spillway,” Journal of Hydraulic Research, Vol. 41, No. 4, 2003, pp. 417-426. doi:10.1080/00221680309499986
|
[3]
|
W. C. Little and J. B. Murphy, “Model Study of Low Drop Grade control Structures,” Journal of Hydraulic Division, Vol. 108, No. 10, 1982, pp. 1132-1146.
|
[4]
|
M. Escarameia and R. W. P. May, “Channel Protection; Turbulence Downstream of Structures,” HR Report SR 313, 1992.
|
[5]
|
J. C. Blodgett and C. E. McConaughy, “Rock Riprap Design for Protection of Stream Channels Near Highway Structures. Vol. 2, Evaluation of Rip-rap Design Procedures,” Water Resources Investigations Report, U.S. Geological Survey, Sacramento, 1986.
|
[6]
|
W. C. Little and J. B. Murphy, “Model Study of Low Drop Grade control Structures,” Journal of Hydraulic Division, Vol. 108, No. 10, 1982, pp. 1132-1146.
|
[7]
|
Korea Institute of Con-struction Technology, “The Multi-Function River Design Criteria,” 2004.
|
[8]
|
CIRIA, “Manual on Scour at Bridges and Other Hydraulic Structures,” 2002.
|
[9]
|
CUR/RWS, “Manual on the Use of Rock in Hydraulic Engineering,” CUR Report 169, Centre for Civil Engineering Research and Codes (CUR), A.A. Balkema, 1995.
|