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NTIS 바로가기韓國水資源學會論文集 = Journal of Korea Water Resources Association, v.38 no.11 = no.160, 2005년, pp.955 - 962
박정훈 (고려대학교 사회환경시스템공학과) , 유철상 (고려대학교 사회환경시스템공학과) , 김중훈 (고려대학교 사회환경시스템공학과)
Even though the runoff volume is very sensitive to the antecedent soil moisture condition (AMC), the general rainfall-runoff analysis in Korea has accepted, without careful consideration of its applicability, the AMC classification of the Soil Conservation Service (SCS, 1972). In this study, by foll...
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건설교통부 (1992). 1991년 국제수문개발계획보고서, pp. 796
건설교통부 (2003). 2002년 국제수문개발계획보고서, pp. 742
Andrews, R.G. (1954). 'The use of relative infiltration indices in computing runoff.' Soil Conservation Service, Fort Worth, Texas, pp. 6
Castillo, V. M., Gomez-Plaza, A. and Martinez-Mena, M. (2003). 'The role of antecedent soil water content in the runoff response of semiarid catchments: A simulation approach.' Journal of Hydrology, Vol. 284, pp. 114-130
Chen, C.L. (1981). 'An Evaluation of the mathematics and physical significance of the Soil Conservation Service curve number procedure for estimating runoff volume.' Rainfall-Runoff Relationship (ed. by V.P. Singh) Water Resources Publications, pp. 387-418
Choi, J.Y., Engel, B.A. and Chung, H.W. (2002). 'Daily streamflow modeling and assessment based on the curve-number technique.' Hydrological Processes, Vol. 16, pp. 3131-3150
De Michele, C. and Salvadori, G. (2002). 'On the derived frequency distribution: analytical formulation and the influence of antecedent soil moisture condition.' Journal of Hydrology, Vol. 262, pp. 245-258
Hawkins, R.H. (1978a). 'Effect of rainfall intensity on runoff curve numbers.' Utah Agric Exp. Stn Journal 2288
Hawkins, R.H. (1978b). 'Runoff curve number relationships with varying site moisture.' Journal of Irrigation and Drainage Division, ASCE, Vol. 104, pp. 389-398
Hjelmfelt, A.T. Jr., Kramer, K. A., and Burwell, R. E. (1982). 'Curve numbers as random variables.' Proceedings of International Symposium on Rainfall-Runoff Modeling, Water Resource Publication, Littleton, Colorado, pp. 365-373
Hjelmfelt, A. T. Jr. (1991). 'Investigation of curve number procedure.' Journal of Hydraulic Engineering, ASCE, Vol. 117, No.6, pp. 725-737
Hope, A.S. and Schulze, R.E. (1981). 'Improved estimates of stormflow volume using the SCS curve number mMethod.' Rainfall-Runoff Relationship (ed. by V. P. Singh) Water Resources Publications, pp. 419-428
Michell, J.K., Engel, B.A., Srinivasan, R., Bingner, R.L., and Wang, S.S.Y. (1993). 'Validation of AGNPS for small mild topography watersheds using an integrated AGNPS/GIS.' In Advances in Hydro-Science and -Engineering, Vol. I, ed. S.S.Y. Wang, pp. 503-510
Mockus, V. (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
Mockus, V. (1964). Chapter 10. Estimation of Direct Runoff from Storm Rainfall, Section 4. Hydrology, National Engineering Handbook, USDA
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
Rallison, R.E., and Cronshey, R.C. (1979). 'Discussion to runoff curve numbers with varying soil moisture.' Journal of Irrigation and Drainage, ASCE, 105(4), pp. 439-441
Rallison, R.E., and Miller, N. (1982). 'Past, present, and future of SCS runoff procedure.' Proceedings of International Symposium on Rainfall-Runoff Modeling, Water Resource. Published Littleton, Col., pp. 353-364
Sherman, L.K. (1949). 'The unit hydrograph method.' in O. E. Meinzer(ed.), Physics of Earth, Dover Publications Inc., New York, NY pp. 514-525
Sobhani, G. (1975). A Review of Selected Small Watershed Design Methods for Possible Adoption to Iranian Conditions, M. S. Thesis, Utah State University, Logan, Utah
Soil Conservation Service (SCS, 1972). National Engineering Handbook, Section 4, Hydrology, Chap. 10, Washington, D.C.
Soil Conservation Service (SCS, 1985). National Engineering Handbook, Section 4, Hydrology, Chap. 10, Washington, D.C.
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