1 |
Paudel, M., Nelson, E. J. and Scharffenberg, W. (2009). "Comparison of lumped and quasi-distributed Clark runoff models using the SCS curve number equation."Journal of Hydrologic Engineering, Vol. 14, No. 10, pp. 1098-1106.
DOI
|
2 |
Sharpley, A. N. and Williams, J. R. (1990). "EPIC-erosion/ productivity impact calculator : 1. Model determination."US Department of Agriculture, Technical Bulletin, No. 1768.
|
3 |
Sobhani, G. (1975). A review of selected small watershed design methods for possible adoption to Iranian conditions. M.S. Thesis, Utah State University, Logan, UT.
|
4 |
Soil Conservation Service (SCS) (1972). National engineering handbook, Section 4, Hydrology. US 444 Department of Agriculture, US Government Printing Office, Washington, DC.
|
5 |
Soil Conservation Service (SCS) (1985). National engineering handbook, Section 4, Hydrology. US 444 Department of Agriculture, US Government Printing Office, Washington, DC.
|
6 |
United States Department of Agriculture (USDA) (2004). Part 630 hydrology national engineering handbook, Chapter 10 : Estimation of Direct Runoff from Storm Rainfall.
|
7 |
Yoon, T. H. (1991). "Validity of runoff curve number method for estimating of effective rainfall."Journal of Korea Water Resources Association, KWRA, Vol. 24, No. 2, pp. 97-108 (in Korean).
과학기술학회마을
|
8 |
Kim, N. W., Lee, J. W., Lee, J. W. and Lee, J. E. (2008). "Estimation of runoff curve number for Chungju dam watershed using SWAT." Journal of Korea Water Resources Association, KWRA, Vol. 41, No. 12, pp. 1231-1244 (in Korean).
과학기술학회마을
DOI
ScienceOn
|
9 |
Huang, M., Jacgues, G., Wang, Z. and Monique, G. (2006). "A modification to the soil conservation service curve number method for steep slopes in the Loess Plateau of China."Hydrological Processes, Vol. 20, No. 3, pp. 579-589.
DOI
ScienceOn
|
10 |
Kim, J. G., Lim, K. J., Park, Y. S., Heo, S. G., Park, J. H., Ahn, J. H., Kim, K. S. and Choi, J. D. (2007). "The effect of slope-based curve number adjustment on direct runoff estimation by L-THIA." Journal of Korean Society on Water Quality, KSWQ, Vol. 23, No. 6, pp. 897-905 (in Korean).
과학기술학회마을
|
11 |
Kim, K. T. and Choi, Y. S. (2004). "A study on the estimation of effective precipitation using detailed soil map."Journal of the Korean Association of Geographic Information Studies, KAGIS, Vol. 7, No. 2, pp. 1-15 (in Korean).
과학기술학회마을
|
12 |
Moon, G. W., Yoo, J. Y., Ahn, J. H. and Kim, T. W. (2014). "Comparative analysis of estimation methods for basin averaged effective rainfall using NRCS-CN methods."Journal of the Korean Society of Civil Engineers, KSCE, Vol. 34, No. 2, pp. 493-503 (in Korean).
과학기술학회마을
DOI
ScienceOn
|
13 |
Lee, M. W., Yi, C. S., Kim, H. S. and Shim, M. P. (2005). "Determination of suitable antecedent precipitation day for the application of NRCS method in the Korean basin."Journal of the Korean Wetlands Society, KWS, Vol. 7, No. 3, pp. 41-48 (in Korean).
|
14 |
Ministry of Land, Transport and Maritime Affairs (MLTM) (2012). Design flood estimation techniques (in Korean).
|
15 |
Mogeln, G. E. (2000). "Effect of orientation of spatially distributed curve numbers in runoff calculations."Journal of the American Water Resources Association, JAWRA, Vol. 36, No. 6, pp. 1391-1400.
DOI
ScienceOn
|
16 |
Murphy, A. H. (1988). "Skill scores based on the mean square error and their relationships to the correlation coefficient."Monthly Weather Review, Vol. 116, No. 12, pp. 2417-2424.
DOI
|
17 |
Oh, K. D., Jun, B. H., Yang, G. G., Ahn, W. S. and Cho, Y. H. (2005). "Curve number for urbanized areas."Journal of Korea Water Resources Association, KWRA, Vol. 38, No. 12, pp. 1009-1020 (in Korean).
DOI
|
18 |
Park, C. H., Yoo, C. S. and Kim, J. H. (2005). "Revised AMC for the application of SCS method : 1. Review of SCS method and problems in GIS application."Journal of Korea Water Resources Association, KWRA, Vol. 38, No. 11, pp. 955-962 (in Korean).
DOI
|
19 |
Cho, H. J., O, J. H., Nam, B. H. and Jung, K. T. (2004). "A study on the determination of SCS-CN using GIS."Journal of the Korean Society for Geospatial Information System, KOGIS, Vol. 12, No. 1, pp. 39-44 (in Korean).
과학기술학회마을
|
20 |
Deshmukh, D. S., Chaube, U. C., Ekube, A. H., Aberra, D. G. and Tegene, M. K. (2013). "Estimation and comparison of curve numbers based on dynamic land use land cover change, observed rainfall-runoff data and land slope."Journal of Hydrology, Vol. 492, pp. 89-101.
DOI
ScienceOn
|
21 |
Ebrahimian, M., Nuruddin, A. A., Soom, M. M. and Sood, A. M. (2012). "Application of NRCS-curve number method for runoff estimation in a mountainous watershed."Caspian Journal of Environmental Sciences, Vol. 10, No. 1, pp. 103-114.
|
22 |
Hawkins, R. H., Hjelmfelt, A. T. and Zevenbergen, A. W. (1985). "Runoff probability, storm depth, and curve numbers."Journal of Irrigation and Drainage Engineering Division, ASCE, Vol. 111, No. 4, pp. 330-340.
DOI
ScienceOn
|
23 |
Hoggan, D. H. (1989). Computer-assisted floodplain hydrology and hydraulics, McGraw-Hill, NY.
|