References
- 김상단, 유철상, 윤용남 (2000). 지형형태학적 순간단위도의 특성속도에 대한 고찰, 한국수자원학회논문집,한국수자원학회, 제33권 3호, pp. 315-330
- 김주철, 윤여진, 김재한 (2005). Nash 모형의 지체시간을 이용한 GIUH 유도, 한국수자원학회논문집, 한국수자원학회, 제38권 10호, pp. 801-810 https://doi.org/10.3741/JKWRA.2005.38.10.801
- 김진훈, 배덕효 (2006). 한강유역 한계유출량 산정, 한국수자원학회논문집, 한국수자원학회, 제39권 2호,pp. 151-160 https://doi.org/10.3741/JKWRA.2006.39.2.151
- 문장원, 유철상, 김중훈 (2001). 동역학적 홍수빈도 모형의 적용 및 해상도 영향 분석, 한국수자원학회논문집, 한국수자원학회, 제34권 1호, pp. 81-90
- 조홍재, 이상배 (1990). 수문응답의 지형학적 합성방법에 관한 연구, 대한토목학회논문집, 대한토목학회,제10권 1호, pp. 99-108
- 최현, 김부길, 이지형, 강인준 (2004). 원격탐사자료를활용한 지형학적 순간단위유량도 작성, 대한토목학회논문집, 대한토목학회, Vol.24 No.2B, pp. 111-122
- 허창환, 이순탁 (2002). 하천유역에서 GIS를 이용한GIUH 모형의 해석, 한국수자원학회논문집, 제35권3호, pp. 321-330
- 한국수자원관리 종합정보 홈페이지(http://www.wamis.go.kr)
- Bhaskar, N.R., Parida, B.P., and Nayak, A.K.. (1997).'Flood estimation for ungaged catchments using the GIUH', Water Resources Planning and Management, Vol. 123, No. 4, pp. 228-238 https://doi.org/10.1061/(ASCE)0733-9496(1997)123:4(228)
- Franchini, M., and O'Connell, P.E., (1996).'An analysis of the dynamic component of the geomorphologic instantaneous unit hydrograph', Journal of hydrology, Vol. 175 No. 1-4, pp. 407-428 https://doi.org/10.1016/S0022-1694(96)80018-7
- Howard, R.A. (1971). Dynamic Probabilistic Systems, John Wiley, New York
- Jain, S.K., Singh, R.D., and Seith, S.M. (2000).'Design flood estimation using GIS supported GIUH approach', Water Resources Management, Vol. 14, No. 5, pp. 369-376 https://doi.org/10.1023/A:1011147623014
- Karvonen, T., Koivusalo, H., Jauhiainen, M.Palko, J., and Weppling, K. (1999).'A hydrological model for predicting runoff from different land-use areas', Journal of hydrology, Vol. 217 No. 3-4, pp. 253-265 https://doi.org/10.1016/S0022-1694(98)00280-7
- Rodriguez-Iturbe, I., and Valdes, J. (1979).'The Geomorphologic Structure of Hydrologic Response' Water Resources Research, Vol. 15, No. 6, pp. 1409-1420 https://doi.org/10.1029/WR015i006p01409
- Sahoo, B., Chatterjee, C., Raghuwanshi, N.S., Singh, R., and Kumar, R..'Flood estimation by GIUH based Clark and Nash models', Journal of Hydrologic Engineering, Vol. 11, No. 6, pp. 515-525 https://doi.org/10.1061/(ASCE)1084-0699(2006)11:6(515)
- Schumm, S.A. (1956).'Evolution of drainage systems and slopes in badlands at perth Amboy, New Jersey', Geol. Soc. Amer. Bull., Vol. 67, pp. 597-646 https://doi.org/10.1130/0016-7606(1956)67[597:EODSAS]2.0.CO;2
- Shereve, R.L. (1966).'Statistical Law of Stream Number' Journal of Geology, Vol. 74, pp. 17-34 https://doi.org/10.1086/627137
- Snell, J.D., and Sivapalan, M. (1994).'On geomorphological dispersion in natural catchments and the geomorphological unit hydrograph', Water Resources Research, Vol. 30, No. 7, pp. 2311-2323 https://doi.org/10.1029/94WR00537
- Sorman, A.U. (1995).'Estimation of peak discharge using GIUH model in Saudi Arabia', Water Resources Planning and Management, Vol. 121, No. 4, pp. 287-293 https://doi.org/10.1061/(ASCE)0733-9496(1995)121:4(287)
Cited by
- The Study of the Fitness on Estimation of the Flood Warning Rainfall Using UMcIUH in a Urban Area vol.14, pp.6, 2014, https://doi.org/10.9798/KOSHAM.2014.14.6.91
- An Assessment of Flooding Risk Using Flash Flood Index in North Korea - Focus on Imjin Basin - vol.48, pp.12, 2015, https://doi.org/10.3741/JKWRA.2015.48.12.1037
- Application of the Width Function Instantaneous Unit Hydrograph: A Case Study of Cheongmi River vol.33, pp.4, 2013, https://doi.org/10.12652/Ksce.2013.33.4.1425