참고문헌
- 건설교통부. 2003. 한국수문조사연보.
- 건설교통부. 2004. 한국수문조사연보.
- 건설교통부. 2005. 한국수문조사연보.
- 건설교통부. 2007 한국수문조사연보.
- 고덕구. 1989. 소유역의 장기유출예측을 위한 모의 발생수문모형의 개발. 박사학위논문. 서울대학교.
- 김대식, 정하우, 김성준, 최진용. 1995. 소유역 지표유출의 공간적 해석을 위한 지리전보시스템 응용모형(II) -격자 물수지모형을 위한 GIS 응용모형 개발-. 한국농공학회지 37(5):35-42.
- 김문모, 이정우, 이재응. 2007. 격자기반의 도시유역 지표면 유출모형의 개발 및 적용. 한국수자원학회논문집. 40(1):25-38.
- 김성준. 1998. 격자기반의 운동파 강우유출모형 개발(I) -이론 및 모형-. 한국수자원학회논문집. 31(3):303-308.
- 김성준, 채효석, 신사철. 1998. 격자기반의 운동파 강우유출모형 개발(II) -적용 예(연천댐유역을 대상으로)-. 한국수자원학회논문집. 31(3):309-316.
- 박진혁, 강부식. 2006. 댐 유역 홍수예측을 위한 GIS기반의 분포형 모형과 집중형 모형의 유출해석 비교. 한국지리정보학회지 9(3):171-182.
- 박진혁, 강부식, 이근상, 이을래. 2007. 레이더 강우와 Vflo모형을 이용한 남강댐 홍수유출 해석. 한국지리정보학회지 10(3):13-21.
- 신철균, 조효섭, 정관수, 김재한. 2004. 저류함수기법을 이용한 격자기반의 강우-유출 모형의 개발. 한국수자원학회논문집. 37(11):969-978.
- 정인균, 이미선, 박종윤, 김성준. 2008a. 격자기반 운동파 강우유출모형 KIMSTORM의 개선(I) − 이론 및 모형 −. 대한토목학회논문집. 28(6b):697-707.
- 정인균, 신형진, 박진혁, 김성준. 2008b. 격자기반 운동파 강우유출모형 KIMSTORM의 개선(I) − 적용 및 분석 −. 대한토목학회논문집. 28(6b):709-721.
- 최현상, 한건연. 2004a. GIS와 불확실도 해석기법을 이용한 분포형 강우-유출 모형의 개발 (I) - 이론 및 모형의 개발 -. 한국수자원학회논문집. 37(4):329-339.
- 최현상, 한건연. 2004b. GIS와 불확실도 해석기법을 이용한 분포형 강우-유출 모형의 개발 (II) - 적용 및 분석 -. 한국수자원학회논문집. 37(4):341-352.
-
홍준범, 김병식, 윤석영. 2006.
$Vflo^{\TM}$ 모형을 이용한 물리기반 분포형 수문모형의 정확성 평가. 대한토목학회논문집. 26(6):613-622. - Abbott, M.B., J.C. Bathurst, J.A. Cunhem, P.E. O'Connel and J. Rasmussen. 1986. An Introduction to European Hydrological System-Systeme Hydrologique Europeen, (SHE): Structure of a Physically-Based Distributed Modeling System. Journal of Hydrology. 87: 61-77. https://doi.org/10.1016/0022-1694(86)90115-0
- Beven, K. 1989. Changing ideas in hydrology - the case of physically based models. Journal of Hydrology. 105:157-172. https://doi.org/10.1016/0022-1694(89)90101-7
- Costa-Cabral, M.C. and S.J. Burges. 1994. Digital elevation model networks(DEMON): A model of flow over hillslopes for computation of contributing and dispersal areas. Water Resources Research. 30:1681-1692. https://doi.org/10.1029/93WR03512
- Downer, C.W. and F.L. Ogden. 2002. GSSHA User's Manual. Gridded Surface-Subsurface Hydrologic Analysys. Version 1.43 for WMS 6.1. EDRL Technical Report. Engineering Research and Development Center. U.S. Army Corps of Engineers. Vicksburg.
- Fairfield, J. and P. Leymarie. 1991. Drainage networks from grid Digital Elevation Models. Water Resources Research. 27:709-717. https://doi.org/10.1029/90WR02658
- Grayson, R.B., I.D. Moore and T.A. McMahon. 1992a. Physically-based hydrologic modeling, 1. A terrain-based model for investigative purpose. Water Resources Research. 28: 2639-2658. https://doi.org/10.1029/92WR01258
- Grayson, R.B., I.D. Moore and T.A. McMahon. 1992b. Physically-based hydrologic modeling: 2. Is the concept realistic? Water Resources Research. 26:2659-2666.
- Holmgren, P. 1994. Multiple flow direction algorithms for runoff modeling in grid based elevation models: An empirical evaluation. Hydrological Processes. 8:327-334. https://doi.org/10.1002/hyp.3360080405
- Julien, P.Y. and B. Saghafian. 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).
- Lea, N.L. 1992. An aspect driven kinematic routing algorithm. Hydraulics and Erosion Mechanics. London. University College London Press. pp.393-407.
- Moore, I.D. and G.R. Foster. 1990. Hydraulics and overland flow. Process Studies in Hillslope Hydrology. Wiley. New York. pp.215-252.
- Moor, I.D. and J.C. Gallant. 1991. Overview of Hydrological and water quality modeling the Fate of Chemicals in the Environment. Center for Resource and Environmental Studies. Australian University. Canberra. pp. 1-8.
- Moor, I.D. and R.B. Grayson. 1991. Terrain-based catchment partitioning and runoff prediction using vector elevation data. Water Resources Research. 27:1177-1191. https://doi.org/10.1029/91WR00090
- Moor, I.D., R.B. Grayson and A.R. Ladson. 1991. Digital terrain modeling: A review of hydrological, geomorphological, and biological applications. Hydrological Process. 5:3-30. https://doi.org/10.1002/hyp.3360050103
- Ogden, F.L. 1997. Premier: Using WMS for CASC2D Data Development. Brigham Young University. Provo. UT.
- O'Loughlin, E.M. 1986. Prediction of surface saturation zones in natural catchments by topographic analysys. Water Resources Research. 22:794-804. https://doi.org/10.1029/WR022i005p00794
- Onstad, C.A. and D.L. Brakensiek. 1968. Watershed simulation by stream path analogy. Water Resources Research. 4:965-971. https://doi.org/10.1029/WR004i005p00965
- Quinn, P.F., K.J. Beven, P. Chevallier and O. Planchon. 1991. The Prediction of hillslope flow paths for distributed hydrological modeling using digital terrain models. Hydrological Processes. 5:59-79. https://doi.org/10.1002/hyp.3360050106
- Rawls, W.J., D.L. Brakensiek and N. Miller. 1983. Green-Ampt infiltration parameters from soil data. Journal of Hydraulic Division 109(1):62-70. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:1(62)
- Rojas, R. 2002. GIS-based upland erosion modeling, geovisualization and grid size effects on erosion simulations with CASD2D-SED. PhD thesis Department of Civil Engineering. Colorado State University. Fort collins. Colorado.
- Vieux, B.E. 2004. Distributed Hydrologic Modeling Using GIS. Kluwer Academic Publishers, Dordrecht, Netherlands.
-
Vieux, B.E. and J.E. Vieux. 2002.
$Vflo^{TM}:$ A Real-Time Distributed Hydrologic Model. Proceedings of 2nd Federal Interagency Hydrologic Modeling Conference(Parer on CD-ROM). - Wise, S.M. 1998. The effect of GIS interpolation errors on the use of digital elevation models in geomorphology. In Lane, S.N., Richard, K.S., and Chandler, J.H.(eds.) Lanform Monitoring, Modeling and Analysis, Wiley and Sons, NewYork, pp. 139-164.