1 |
과학기술부 (2001). 악기상 감시.예측 및 재해대응 기술 개발, 기상연구소 MR001C13 N2-02-02-A-01, pp.123-125
|
2 |
Rodriguez-Iturbe, I., Valdes, J. B. (1979). 'The Geomorphologic Structure of Hydrologic Response.' Water Resources Research. Vol. 15, No. 6, pp. 1409-1419
DOI
|
3 |
Sweeney, T.L. (1992). Modernized Areal Flash Flood Guidance, NOAA Technical Memorandum NWS HYDRO44
|
4 |
Henderson, F.M. (1996). Open-Channel Flow, MacMillan Pbu. Co., Inc., New York, pp. 90-101
|
5 |
배덕효, 최지혜, 장기호 (2001). '평창강 유역의 한계 유출량 산정.' 한국수자원학회 학술발표회 논문집(I), 한국수자원학회, pp. 286-291
과학기술학회마을
|
6 |
Carpenter, T.M, and Georgakakos, K.P. (1993). GIS-based Procedures in Support of Flash Flood Guidance. IIHR Report No. 366, Iowa Institute of Hydraulic Research The University of Iowa, Iowa City, pp. 1-27
|
7 |
Jarrett, R.D. (1984). 'Hydraulics of High-Gradient Streams.' Journal of Hydraulic Engineering, ASCE, Vol. 110, No. 11, pp. 1519-1539
DOI
ScienceOn
|
8 |
국립방재연구소 (1998). 지리산 일원 호우피해 조사 및 분석, 현장조사보고서, NIDP-98-01
|
9 |
한국건설기술연구원 (1991). 평창강 유역의 수문특성조사. 건기연 91-WR-111, pp. 4-142
|
10 |
Carpenter, T.M., Sperfslage, J.A., Georgakakos, K.P., Sweeney, T., and Fread, D.L. (1999). 'National threshold runoff estimation utilizing GIS in support of operational flash flood warning systems.' Journal of Hydrology, Vol. 224, pp. 21-44
DOI
ScienceOn
|