Browse > Article
http://dx.doi.org/10.3741/JKWRA.2009.42.3.259

Development of Distributed Rainfall-Runoff Model Using Multi-Directional Flow Allocation and Real-Time Updating Algorithm (II) - Application -  

Kim, Keuk-Soo (River, Coastal and Harbor Research Division, Korea Institute of Construction Technology)
Han, Kun-Yeun (Dept. of Civil Engrg., Kyungpook National Univ.)
Kim, Gwang-Seob (Dept. of Civil Engrg., Kyungpook National Univ.)
Publication Information
Journal of Korea Water Resources Association / v.42, no.3, 2009 , pp. 259-270 More about this Journal
Abstract
The applicability of the developed distributed rainfall runoff model using a multi-directional flow allocation algorithm and a real-time updating algorithm was evaluated. The rainfall runoff processes were simulated for the events of the Andong dam basin and the Namgang dam basin using raingauge network data and weather radar rainfall data, respectively. Model parameters of the basins were estimated using previous storm event then those parameters were applied to a current storm event. The physical propriety of the multi-directional flow allocation algorithm for flow routing was validated by presenting the result of flow grouping for the Andong dam basin. Results demonstrated that the developed model has efficiency of simulation time with maintaining accuracy by applying the multi-directional flow allocation algorithm and it can obtain more accurate results by applying the real-time updating algorithm. In this study, we demonstrated the applicability of a distributed rainfall runoff model for the advanced basin-wide flood management.
Keywords
distributed rainfall-runoff model; multi-directional flow allocation algorithm; real-time updating algorithm;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 고덕구 (1989). 소유역의 장기유출 예측을 위한 모의발생 수문모형의 개발. 박사학위논문, 서울대학
2 김문모, 이정우, 이재응 (2007). '격자기반의 도시유역 지표면 유출모형의 개발 및 적용.' 한국수자원학회논문집, 한국수자원학회, 제40권, 제1호, pp. 25-38   과학기술학회마을   DOI   ScienceOn
3 김성준 (1998). '격자기반의 운동파 강우유출모형 개발(I)-이론 및 모형-.' 한국수자원학회논문집, 한국수자원학회, 제31권, 제3호, pp. 303-308   과학기술학회마을
4 김성준, 채효석, 신사철 (1998). '격자기반의 운동파강우유출모형 개발(II)-적용 예(연천댐 유역을 대상으로)-.' 한국수자원학회논문집, 한국수자원학회, 제31권, 제3호, pp. 309-315   과학기술학회마을
5 박진혁, 강부식 (2006). '댐 유역 홍수예측을 위한 GIS기반의 분포형 모형과 집중형 모형의 유출해석 비교.' 한국지리정보학회지, 한국지리정보학회, 제9권, 제3호, pp. 171-182
6 신철균, 조효섭, 정관수, 김재한 (2004). '저류함수기법을 이용한 격자기반의 강우-유출 모형의 개발.' 한국수자원학회논문집, 한국수자원학회, 제37권, 제11호, pp. 969- 978
7 Abbott, M.B., Bathurst, J.C., Cunhem, J.A., O'Connel, P.E., and Rasmussen, J. (1986). 'An introduction to European Hydrological System-Systeme Hydrologique Europeen, (SHE): Structure of a physically-based distributed modeling system.' Journal of Hydrology, Vol. 87, pp. 61-77   DOI   ScienceOn
8 Beven, K. (2001). Rainfall-runoff modelling-The Primer. Willey, Chichester
9 Downer, C.W. and Ogden, F.L. (2002). GSSHA User's Manual, Gridded Surface-Subsurface Hydrologic Analysis, Version 1.43 for WMS 6.1, EDRL Technical Report, Engineering Research and Development Center, U.S. Army Corps of Engineers, Vicksburg
10 Fletcher, C.A.L. (1987). Computational techniques for fluid dynamics 1. Fundamental and general techniques. from the Springer Series in Computational Physics, Slowinski, R., Holt, M., Hut, P., Keller, H.B., Killeen, J., Orszag, S.A., and Rusanow, V.V.(Eds.), Second Edition, Springer-Verlag
11 Nash, J.E. and Sutcliffe, J.V. (1970). 'River flow forecasting through conceptual models. Part 1-A discussion of principles.' Journal of Hydrology, Vol. 10, pp. 282-290   DOI   ScienceOn
12 최현상, 한건연 (2004b). 'GIS와 불확실도 해석기법을 이용한 분포형 강우-유출 모형의 개발 (II)-적용 및 분석-.' 한국수자원학회논문집, 한국수자원학회, 제37권, 제4호, pp. 341-352   과학기술학회마을   DOI
13 Ogden, F.L. (1997). Premier: Using WMS for CASC2D Data Development. Brigham Young University, Provo, UT
14 최현상, 한건연 (2004a). 'GIS와 불확실도 해석기법을 이용한 분포형 강우-유출 모형의 개발 (I)-이론 및 모형의 개발-.' 한국수자원학회논문집, 한국수자원학회, 제37권, 제4호, pp. 329-339   과학기술학회마을   DOI
15 홍준범, 김병식, 윤석영 (2006). 'VfloTM 모형을 이용한 물리기반 분포형 수문모형의 정확성 평가.' 대한토목학회논문집, 대한토목학회, 제26권, 제6B호, pp. 613-622
16 Rawls, W.J., Brakensiek, D.L., and Miller, N. (1983). 'Green-Ampt infiltration parameters from soils data.' J. Hydraul. Div., ASCE, Vol. 109, No. 1, pp. 62-70   DOI
17 Vieux, B.E. and Vieux, J.E. (2002). 'VfloTM: a real-time distributed hydrologic model.' Proceedings of 2nd Federal Interagency Hydrologic Modeling Conference(Parer on CD-ROM)
18 Vieux, B.E. (2004). Distributed Hydrologic Modeling Using GIS. Kluwer Academic Publishers, Dordrecht, Netherlands
19 박진혁, 강부식, 이근상, 이을래 (2007). '레이더강우와 Vflo모형을 이용한 남강댐 홍수유출해석.' 한국지리정보학회지, 한국지리정보학회, 10권, 3호, pp. 13-21
20 최윤석, 김경탁, 이진희 (2008). '유한체적법을 이용한 격자기반의 분포형 강우-유출 모형 개발.' 한국수자원학회논문집, 한국수자원학회, 제41권, 제9호, pp. 895-905   과학기술학회마을   DOI   ScienceOn
21 Rojas, R. (2002). GIS-based upland erosion modeling, geovisualization and grid size effects on erosion simulations with CASC2D-SED. PhD thesis, Dept. of Civil Engineering, Colorado State University, Fort Collins, Colorado
22 Julien, P.Y. and Saghafian, B. (1991). CASC2D User's manual, a two-dimensional watershed rainfall-runoff model. Center for Geosciences-Hydrologic Modeling Group, Colorado State University(CER90-91PYJ-BS-12)