1 |
Kim, S. J. 1998. Grid-Based KineMatic Wave STOrm Runoff Model (KIMSTORM) (1) Theory and Model-. Journal of Korea Water Resources Association, Vol. 31(3): 303-308
|
2 |
Lopes, V. L. 1995. CHDM-Catchment hydrology distributed model. In Water Management Planning for the 21st Century, Proceedings of a symposium. American Society of Civil Engineers, San Antonio, Texas. 144-154
|
3 |
Ogden, F.L., and Saghafian, B. 1995. Hydrologic modeling within GRASS-r.hydro.CASC2D. In Water Resources Engineering, Proceedings of the First International Conference, American Society of Civil Engineers, San Antonio, Texas. 892-896
|
4 |
Tarboton, D. G., Bras, R. L. and Rodriguez-Iturbe I. 1991. On the extraction of channel networks from digital elevation data. Hydrological Processes, Vol.5: 81-100
|
5 |
Walker J. P. and Willgoose, G. R 1999. On the effect of digital elevation model accuracy on hydrology and geomorphology. Water Resources Research, Vol. 35: 2259-2268
|
6 |
Water Reources Management System. 2002. wamis.kowaco.or.kr
|
7 |
Yang, D., Herath, S. and Musiake, K. 2000 Comparison of different distributed hydrological models for characterization of catchment spatial variability. Hydrological Processes, Vol. 14: 403-416
|
8 |
Beven, K. J., Wood, E. F., and Sivapalan, M. 1988. On hydrological heterogeneity-Catchment morphology and catchment response. Journal of Hydrology Vol. 100: 353-357
DOI
ScienceOn
|
9 |
Lahlou, M., Shoemaker, L., Choudhury, S., Elmer, R, Hu, A., Manguerra, H., Parker, A. 1998. Better Assessment Science Integrating Point and Nonpoint source; User's manual. EPA- 823-B-98-006, EPA, Washington, DC
|
10 |
Korea Meteorological Administration. 2002. www.kma.go.kr
|
11 |
Nash, J. E. and Sutcliffe, J. V. 1970. River flow forecasting through conceptual models 1. A discussion of principles. Journal of Hydrology, Vol. 10: 282-290
|
12 |
Burt, T. P., Butcher, D. P. 1985. Topographic controls of soil moisture distribution. Journal of Soil Science Vol. 36: 469-486
DOI
|
13 |
Zhang W. and Montgomery D. 1994. Digital elevation model grid size, landscape representation, and hydrologic simulation. Water Resources Research, Vol. 30: 1019-1028
|
14 |
Shoemaker, L., Lahlou M., Bryer D., Kumar D., and Kratt K. 1997. Compendium of Tools for Watershed Assessment and TMDL Development. EPA841-B-97-006, EPA, Washington, DC.7-35
|
15 |
Palacios-Velez O., Cuevas-Renaud, B. 1986. Automated river-course, ridge and basin delineation from digital elevation data. Journal of Hydrology, Vol. 86: 299-314
|
16 |
Beasley, D.B. 1986. Distributed parameter hydrologic and water quality modeling. In Agricultural Nonpoint Source Pollution: Model Selection and Application. ed. A. Giorgini and F. Zingales. 345-362
|
17 |
Wolock, D. M., Hornberger, G. M., Beven, K. J. and Campbell, W. G. 1989. The relationship of catchment topography and soil hydraulic characteristics to lake alkalinity in the northeastern United States. Water Resource Research, Vol. 25: 829-837
|
18 |
Yang, D., Herath, S. and Musiake, K. 2001. Spatial resolution sensitivity of catchment geomorphologic properties and the effect on hydrological simulation. Hydrological Processes, Vol. 15: 2085-2099
|
19 |
Servet, E. and Dezetter, A. 1991. Selection of calibration objective functions in the context of rainfall-runoff modeling in a Sudanese savannah area. Hydrology Science Journal, Vol. 36: 307-330
|
20 |
Young, R.A., C. A. Onstad, D.D. Bosch, and W.P. Anderson. 1989. AGNPS: A nonpointsource pollution model for evaluating agriculture watersheds. Journal of Soil and Water Conservation, Vol. 44:168-173
|
21 |
Wolock, D. M. and Price, C. V. 1994. Effects of digital elevationmodel map scale and data resolution on a topography-based watershed model. Water Resources Research, Vol. 30: 3041-3052
|
22 |
Kim, S. J., Steenhuis,T. S. 2001. GRISTORM: Grid-Based Variable Source Area Storm Runoff Model. Transaction of the ASAE, Vol. 44(4): 863-875
|