1 |
이봉희 (2005). 동해안 해수욕장의 차별화 방안. 강원발전연구원 연구보고 05-02
|
2 |
Bowen, A.J. (1980). Simple models of nearshore sedimentation; beach profiles and longshore bars. in The Coastline of Canada, S.B. McCann, ed., Geol. Survey of Canada, Paper 80-11, 1-11
|
3 |
Dean, R.G., Walton, T.L and Kriebel, D.L. (2001). Cross-shore sediment transport. in Coastal Engineering Manual, U.S. Army Coastal and Hydraulics Laboratory
|
4 |
Bodge, K.R. (1992). Representing eguilibrum beach profiles with an exponential expression. J. Coastal Res., 8, 147-155
|
5 |
Bruun, P. (1954). Coastal erosion and the development of beach profiles. U.S. Army Corps of Engineers, Beach Erosion Board, Tech. Memo. No. 44
|
6 |
Dean, R.G. (1977). Equilibrium beach profiles: U.S. Atlantic and Gulf Coasts. Dept. of Civil Engineering, Ocean Engineering Report No.12, University of Delaware, January
|
7 |
Larson, M. (1988). Quantification of beach profile change. Rept. 1008, Water Resources Eng., Univ. of Lund
|
8 |
Dean, R.G. (1987). Coastal sediment processes: Toward engineering solutions. Proc. Coastal Sediments, ASCE, 1-24
|
9 |
Moor, B.D. (1982). Beach profile evolution in response to changes in water level and wave height. MCE Thesis, Dept. of Civil Engineering, Univ. of Delaware, 164
|
10 |
Dean, R.G. and Dalrymple, R.A. (2002). Coastal Processes with Engineering Applications. Cambridge University Press
|
11 |
해양수산부 (2005). 해수욕장 유형별 관리.평가 모델 개발연구-중간보고서
|
12 |
Hughes, S.A. and Chiu, T.Y. (1978). The variations in beach profiles when approximated by a theoretical curve. UFL/COEL/TR-039, Coastal and Oceanographic Engineering Department, Univ. of Florida, 136
|