1 |
Ponce, V.M. and Hawkins, R.H. (1996). 'Runoff curve number: Has it reached maturity?' Journal of Hydrologic Engineering, ASCE, Vol. 1, No.1, pp. 11-19
DOI
|
2 |
Soil Conservation Service (1972). National Engineering Handbook, Section 4, Hydrology, Chap. 10, Washington, D.C.
|
3 |
Soil Conservation Service (1985). National Engineering Handbook, Section 4, Hydrology, Chap. 10, Washington, D.C.
|
4 |
박정훈, 유철상, 김중훈 (2005a). 'SCS 방법 적용을 위한 선행토양함수조건의 재설정: 1. SCS 방법 검토 및 적용상의 문제점.' 한국수자원학회논문집, 심사중
과학기술학회마을
DOI
ScienceOn
|
5 |
Mockus, Y. (1949). 'Estimation of total (and peak rates of) surface runoff for individual storms.' Exhibit A in Appendix B, Interim Survey Report Grand (Neosho) River Watershed, USDA
|
6 |
박정훈, 유철상, 김중훈 (2005b). '강우조건에 따른 유출곡선지수의 민감도 분석.' 대한토목학회논문집, 심사중
|
7 |
Chen, C.L. (1981). 'An evaluation of the mathematics and physical significance of the Soil Conservation Service curve number procedure for estimating runoff volume.' Rairrfall-Runoff Relationship (ed. by V. P. Singh) Water Resources Publications, pp. 387-418
|