참고문헌
- 국토해양부 (2005). 주요지천 홍수예보프로그램 개선.
- 김성준 (1998). “격자기반의 운동파 강우-유출모형 개발 (I)-이론 및 모형-.” 한국수자원학회논문집, 한국수자원학회, Vol. 31, No. 3, pp. 303-308.
- 노성진, 김현준, 장철희(2005). “청계천 유역에대한WEP 모형의 적용.” 한국수자원학회논문집, 한국수자원학회, Vol. 38, No. 8, pp. 645-653.
- 박진혁, 허영택 (2008). “홍수유출해석을 위한 운동파기반의 분포형 모형 개발 및 적용.” 한국수자원학회논문집, 한국수자원학회, Vol. 41, No. 4, pp. 509-518.
- 최윤석, 김경탁, 이진희 (2008). “유한체적법을 이용한 격자기반의 분포형 강우-유출 모형 개발.” 한국수자원학회논문집, 한국수자원학회, Vol. 41, No. 9, pp. 895-905. https://doi.org/10.3741/JKWRA.2008.41.9.895
- 최현상 (2001). GIS와 불확실성 해석기법을 이용한 분포 형 강우-유출 모형의 개발, 박사학위논문, 경북대학교 한국건설기술연구원(1995) 이차원 하천모형의 개발(I) 한국건설기술연구원(1996) 이차원 하천모형의 개발 (II).
- Abbott, M.B., Bathurst, J.C., Cunge, J.A., O’Connell, P.E., and Rasmussen, J. (1986a). “An introduction to european hydrological system-systeme hydrologique europeen, ‘SHE’. 1. History and philosophy of a physically-based distributed modeling system.” Journal of Hydrology, Vol. 87, pp. 45-59. https://doi.org/10.1016/0022-1694(86)90114-9
- Abbott, M.B., Bathurst, J.C., Cunge, J.A., O’Connell, P.E., and Rassmussen, J. (1986b). “An introduction to the european hydrological system-systeme hydrologique european, ‘SHE’. 2. Structure of a physicallybased distributed modelling system.” Journal of Hydrology, Vol. 87, pp. 61-77. https://doi.org/10.1016/0022-1694(86)90115-0
- Kim, B.S., Kim, B.K., and Kim, H.S. (2008). “Flood simulation using the gauge-adjusted radar rainfall and physics-based distributed hydrologic model”. Hydrological Processes, Vol. 22, pp. 4400-4414. https://doi.org/10.1002/hyp.7043
- Band, L.E. (1986). “Topographic partition of watersheds with digital elevation models.” Water Resources Research, Vol. 22, pp. 15-24. https://doi.org/10.1029/WR022i001p00015
- Chow, V.T., Maidment, D.R., and Mays, L.W. (1988). Applied Hydrology. McGraw-Hill, Singapore.
- Cunge, J.A. (1969). “On the subject of a flood propagation computation method (Muskingum method).” Journal of Hydraulic Research, Vol. 7, pp. 205-230. https://doi.org/10.1080/00221686909500264
- Doorenbos, J., Pruitt, W.O., Aboukhaled, A., Damagnez, J., Dastane, N.G., Van der Berg, C., Rijtema, P.E., Ashford, O.M., and Frere, M. (1984). “Guidelines for predicting Crop Water Requirements.” FAO Irrigation and Drainage Paper, Rome.
- Halit Apaydin, Alper, S. Anli, and Ahmet Ozturk (2006). “The temporal transferability of calibrated parameters of a hydrological model.” Ecological Modelling, Vol. 195, pp. 307-317. https://doi.org/10.1016/j.ecolmodel.2005.11.032
- Jenson, S.K., and Domingue, J.O. (1988). “Extracting topographic structure from digital elevation data for geographic information system analysis.” Photogrammetric Engineering and Remote Sensing, Vol. 54, No. 11, pp. 1593-1600.
- Julien, P.Y., and Saghafian, B. (1991). “CASC2D Users Manual-A Two Dimensional Watershed Rainfall-Runoff Model.” Civil Engr. Report, CER90-91PYJBS-12. Colorado State University, Fort Collins.
- Julien, P.Y., Saghafian, B., and Ogden, F.L. (1995). “Raster-based hydrological modeling of spatiallyvaried surface runoff.” Water Resources Bulletin. AWRA, Vol. 31, No. 3, pp. 523-536. https://doi.org/10.1111/j.1752-1688.1995.tb04039.x
- Martz, L.W., and Jong, E.D. (1988). “CATCH: A FORTRAN program for measuring catchment area from digital elevation models.” Computers & Geosciences, Vol. 14, No. 5, pp. 627-640. https://doi.org/10.1016/0098-3004(88)90018-0
- Molnar, D.K., and Julien, P.Y. (2000). “Grid size effects on surface water modeling.” Journal of Hydrologic Engineering, Vol. 5, pp. 8-16. https://doi.org/10.1061/(ASCE)1084-0699(2000)5:1(8)
- Moore, I.D., and Grayson, R.B. (1991). “Terrain-based catchment partitioning and runoff prediction using vector elevation data.” Water Resources Research, Vol. 27, No. 6, pp. 1177-1191. https://doi.org/10.1029/91WR00090
- Ogden, F.L., and Julien, P.Y. (1994). “Runoff model sensitivity to radar rainfall resolution.” Journal of Hydrology, Vol. 158, pp. 1-18. https://doi.org/10.1016/0022-1694(94)90043-4
- Orlandini, S., Perotti, A., Sfondrini, G., and Bianchi, A. (1999). “On the storm flow response of upland Alpine catchments.” Hydrological Processes, 13, 549-562. https://doi.org/10.1002/(SICI)1099-1085(199903)13:4<549::AID-HYP755>3.0.CO;2-S
- Ponce, V.M. (1986). “Diffusion wave modelling of catchment dynamics.” Journal of Hydraulic Engineering, ASCE, Vol. 112, Mo. 8, pp. 716-727. https://doi.org/10.1061/(ASCE)0733-9429(1986)112:8(716)
- Ponce, V.M., and Yevjevich, V. (1978). “Muskingum-Cunge method with variables parameters” Journal of the Hydraulics Division, ASCE, Vol. 104, No. 12, pp. 1663-1667.
- Sharif, H.O., Ogden, F.L., Krajewski, W.F., and Xue, M. (2002). “Numerical simulations of radar rainfall error propagation.” Water Resources Research, Vol. 38, No. 8.
- Soil Conservation Service (1972). National Engineering Handbook, Section 4, Hydrology. U.S. Department of Agriculture, Washington D.C.
- Tarboton, D.G. (1997). “A new method for the determination of flow directions and upslope areas in grid digital elevation models.”Water Resources Research, Vol. 33, No. 2, pp. 309. https://doi.org/10.1029/96WR03137
- Vieux, B.E. (2001). Distributed hydrologic modeling using GIS, kluwer academic publishes, norwell, massachusetts. Wat Sci Tech Series, Vol. 38, p. 293.
- Vieux, B.E., Bralts, V.F., Segerlind, L.J., and Wallace, R.B. (1990). “Finite element watershed modeling: onedimensional elements.” Journal of Water Resources Planning and Management, Vol. 116, No. 6, pp. 803-819. https://doi.org/10.1061/(ASCE)0733-9496(1990)116:6(803)
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