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1 
ASCE (1975). Manuals and reports on engineering practice, No. 54, Sediment Engineering, pp. 531-534.ASCE (1975). Manuals and reports on engineering practice, No. 54, Sediment Engineering, pp. 531-534.Google Search
2 
Bogardi, I. (1968). Einige anwendungen der bodenverfestigung im Wasserbau, Donau Europaische Konferenz (in Austria).Bogardi, I. (1968). Einige anwendungen der bodenverfestigung im Wasserbau, Donau Europaische Konferenz (in Austria).Google Search
3 
CDH (California Division of Highways) (1970). Bank and shore protection in california highway practice. CDH (California Division of Highways) (1970). Bank and shore protection in california highway practice.Google Search
4 
Choi, H. S. (2001). “Hydraulic stability analyses of embankment block.” Journal of Production Technology, Vol. 10, pp. 51-74 (in Korean).Choi, H. S. (2001). “Hydraulic stability analyses of embankment block.” Journal of Production Technology, Vol. 10, pp. 51-74 (in Korean).Google Search
5 
Choi, H. S. and Lee, M. H. (2008). “Comparative analyses on hydraulic stability formulae of riprap.” Journal of Korean Society of Hazard Mitigation, Vol. 8, No. 3, pp. 149-155 (in Korean).Choi, H. S. and Lee, M. H. (2008). “Comparative analyses on hydraulic stability formulae of riprap.” Journal of Korean Society of Hazard Mitigation, Vol. 8, No. 3, pp. 149-155 (in Korean).Google Search
6 
Choi, H. S. and Park, G. H. (2011). “Experimental formulae development of hydraulic stability for riprap.” Journal of Korean Water Resources Association, Vol. 44, No. 6. pp. 449-459 (in Korean).Choi, H. S. and Park, G. H. (2011). “Experimental formulae development of hydraulic stability for riprap.” Journal of Korean Water Resources Association, Vol. 44, No. 6. pp. 449-459 (in Korean).Google Search
7 
Hwang, K. W., Jeon, S. J., Kang, C. H., and Son, W. S. (2008). “Vegetation revetment techniques for applying the design improvement seeking to the river construction.” Magazine of Korea Water Resources Association, Vol 41, No. 9, pp. 62-69 (in Korean). Hwang, K. W., Jeon, S. J., Kang, C. H., and Son, W. S. (2008). “Vegetation revetment techniques for applying the design improvement seeking to the river construction.” Magazine of Korea Water Resources Association, Vol 41, No. 9, pp. 62-69 (in Korean).Google Search
8 
Isbash, S. V. and Khaldre, K. Y. (1970). Hydraulics of river channel closure, Butterworths, London.Isbash, S. V. and Khaldre, K. Y. (1970). Hydraulics of river channel closure, Butterworths, London.Google Search
9 
Isbash, S. V. (1935). Construction of dams by dumping stones into flowing water, Rep., U.S. Army Engineering District, U.S. Army Corps of Engineers, Eastport, Maine.Isbash, S. V. (1935). Construction of dams by dumping stones into flowing water, Rep., U.S. Army Engineering District, U.S. Army Corps of Engineers, Eastport, Maine.Google Search
10 
Jansen, P. P., Bendegom, L. V., Berg, J. V. D., Vries, M. D., and Zanen, A. (1979). Principles of river engineering; The Non-tidal Alluvial River, Delftse Uitgevers Maatschappij, Delft.Jansen, P. P., Bendegom, L. V., Berg, J. V. D., Vries, M. D., and Zanen, A. (1979). Principles of river engineering; The Non-tidal Alluvial River, Delftse Uitgevers Maatschappij, Delft.Google Search
11 
Kim, J. H. (2006) “Hydraulic stability and vegetation rooting of revetment works.” Journal of Korean Water Resources Association, Vol. 18, pp. 1102-1106 (in Korean).Kim, J. H. (2006) “Hydraulic stability and vegetation rooting of revetment works.” Journal of Korean Water Resources Association, Vol. 18, pp. 1102-1106 (in Korean).Google Search
12 
Lee, D. H. and Tae, D. H. (2011). “Revetment blocks repair characteristics of the test method from Abroad.” Journal of Korean Water Resources Association, Scholarly Article, Vol. 44, No. 14, pp. 66-74 (in Korean).Lee, D. H. and Tae, D. H. (2011). “Revetment blocks repair characteristics of the test method from Abroad.” Journal of Korean Water Resources Association, Scholarly Article, Vol. 44, No. 14, pp. 66-74 (in Korean).Google Search
13 
Lee, J. W. (2011). A Study on the stability assessment method of block revetment, MSc Thesis, Honam University (in Korean).Lee, J. W. (2011). A Study on the stability assessment method of block revetment, MSc Thesis, Honam University (in Korean).Google Search
14 
Maynord, S. T. (1978). Practical riprap design miscella-neous paper H-78-7, U.S Army Engineer Water-ways Experiment Station, Vicksburg.Maynord, S. T. (1978). Practical riprap design miscella-neous paper H-78-7, U.S Army Engineer Water-ways Experiment Station, Vicksburg.Google Search
15 
Maynord, S. T., Ruff, J. F., and Abt, S. R. (1989). “Riprap design.” Journal of Hydraulic Engineering, ASCE, Vol. 115, No. 7, pp. 937-949.Maynord, S. T., Ruff, J. F., and Abt, S. R. (1989). “Riprap design.” Journal of Hydraulic Engineering, ASCE, Vol. 115, No. 7, pp. 937-949.Google Search
16 
NDMI (National Disaster Management Institute) (1999). Facility standards for creeks, Research Paper.NDMI (National Disaster Management Institute) (1999). Facility standards for creeks, Research Paper.Google Search
17 
Neill, C. R. (1967). “Mean velocity criterion for scour of coarse uniform bed material.” 12th IAHR Congress, pp. C6.1-C6.9.Neill, C. R. (1967). “Mean velocity criterion for scour of coarse uniform bed material.” 12th IAHR Congress, pp. C6.1-C6.9.Google Search
18 
Park, G. H. (2009). Experimental formulae development about hydraulic stability for riprap, MS Thesis, SangJi University (in Korean). Park, G. H. (2009). Experimental formulae development about hydraulic stability for riprap, MS Thesis, SangJi University (in Korean).Google Search
19 
Stefano, C. D., and Ferro, V. (1998). “Calculating average filling rock diameter for gabion-mattress channel design.” Journal of Hydraulic Engineering, ASCE, Vol. 124, No. 9, pp. 975-978.Stefano, C. D., and Ferro, V. (1998). “Calculating average filling rock diameter for gabion-mattress channel design.” Journal of Hydraulic Engineering, ASCE, Vol. 124, No. 9, pp. 975-978.Google Search
20 
USACE (1991). Hydraulic design of flood control channels, EM1110-2-1601, Dept. of the Army, U.S. Army Corps of Engineers, Washington, D.C.USACE (1991). Hydraulic design of flood control channels, EM1110-2-1601, Dept. of the Army, U.S. Army Corps of Engineers, Washington, D.C.Google Search