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| 번호 | 참고문헌 | 국회도서관 소장유무 |
|---|---|---|
| 1 | Akan, A.O., and Yen, B.C. (1981). “Diffusion-wave flood routing in channel networks.” Journal of the Hydraulics Division, ASCE, Vol. 107, No. HY6, pp. 719-732. | 미소장 |
| 2 | Bates, P.D., Stewart, M.D., Siggers, G.B., Smith, C.N., Hervouet, J.M., and Sellin, R.H.J. (1998). “Internal and external validation of a two-dimensional finite element model for river flood simulation.”Proceedings of the Institution of Civil Engineers, Water Maritime and Energy, Vol. 130, pp. 127-141. | 미소장 |
| 3 | Beffa, C., and Connell, R.J. (2001). “Two-dimensional flood plain flow. I : Model description.” Journal of Hydrological Engineering, ASCE, Vol. 6, No. 5, pp. 397-405. | 미소장 |
| 4 | Benkhaldoun, F. and Monthe, L. (1994) “An adaptive nine-point finite volume Roe scheme for two-dimensional Saint Venant equations.” Modeling Flood Propagation Over Initially Dry Areas, Speciality Conference, ASCE-ENEL, Milan, Italy, pp. 20-44. | 미소장 |
| 5 | Cho, W.H. (2010). Flood hazard mapping by applying WGR rainfall generation model. Ph.D. dissertation, Kyungpook National University. | 미소장 |
| 6 | Cho, W.H., Han, K.Y., and Kim, Y.J. (2010). “An evaluation of building effect in 2-dimensional inundation analysis using GIS.” Journal of Korean Association of Geographic Information Studies, Vol. 13, No. 2, pp. 119-132. | 미소장 |
| 7 | Choi, K.H., Han, K.Y., Kim, S.H., and Lee, C.H. (2006). “Development of a flood runoffand inundation analysis system associated with 2-D rainfall data generated using radar : Ⅲ. 2-D flood inundation simulation.” Journal of Korea Water Resources Association, Vol. 39, No. 4, pp. 347-362. | 미소장 |
| 8 | Feldhaus, R., Hötges, J., Brockhaus, T. and Rouvé G. (1992). Finite element simulation of flow and pollution transport applied to a part of the River Rhine. Hydraulic and environmental Modelling;Estuarine and River Waters, Ashgate Publishing, Aldershot, England, pp. 323-344. | 미소장 |
| 9 | Fennema, R.J., Neidrauer, C.J., Johnson, R.A., MacVictor, T.K., and Perkins, W.A. (1994). A computer model to simulate natural everglades hydrology. The ecosystem and its restoration. St. Lucie Press, FL, U.S., pp. 249-289. | 미소장 |
| 10 | Gee, D.M., Anderson, M.G., and Baird, L. (1990). “Large scale floodplain modelling.” Earth Surface Processes and Landforms, Vol. 15, pp. 512-523. | 미소장 |
| 11 | Gimcheon (2013). Comprehensive Plan for Storm and Flood Damage Reduction. | 미소장 |
| 12 | Han, K.Y., and Lee, J.T. (1989). “A forecasting model for the flooded area fesulting from breached levee.” Journal of Korean Association of Hydrological Sciences, Vol. 22, No. 2, pp. 223-231. | 미소장 |
| 13 | Horritt, M.S., and Bates, P.D. (2001). “Predicting floodplain inundation:raster-based modellling versus the finite-element approach.”Hydrological Processes, Vol. 15, pp. 825-842. | 미소장 |
| 14 | Hromadka II, T.V., and Lai, C. (1985). “Solving the two-dimensional diffusion flow model.” ASCE Hydraulics and Hydrology in the small Computer Age, Proceedings of the Secialty Conference, Orlando, FL, U.S., pp. 555-562. | 미소장 |
| 15 | Jamieson, S.R., Lhomme, J., Wright G., and Gouldby, B. (2012). “A highly efficient 2D flood model with sub-element topography.”Institution of Civil Engineers, Vol. 165, No. WM10, pp. 581-595. | 미소장 |
| 16 | Kim, I.H. (2004). Flood inundation analysis due to levee failure in Nakdong-river in 2002. Master’s thesis, Kyungpook National University. | 미소장 |
| 17 | Kim, T.H. (2013). Flood risk mapping based on the fuzzy MCDM by combining inland and river inundations with Basin runoff, Ph.D. dissertation, Kyungpook National University. | 미소장 |
| 18 | Molinaro, P., Di Filippo, A. and Ferrari, F. (1994) “Modelling of flood wave propagation over flat dry areas of complex topography in presence of different infrastructures.” Modelling of Flood Propagation Over Initially Dry Areas, ASCE, NY, U.S., pp. 209-225. | 미소장 |
| 19 | National Disaster Management Insititute (NDMI) (2002). Field survey report of damages caused by the Typhoon RUSA in 2002. | 미소장 |
| 20 | Neal, J., Schumann, G., and Bates, P.D. (2012). “A sub-grid channel model for simulating river hydraulics and floodplain inundation over large and data sparse areas.” Water Resources Research, Vol. 48, W11506. | 미소장 |
| 21 | Nicholas, A.P., and Walling, D.E. (1997). “Modelling flood hydraulics and overbank deposition on river floodplains.” Earth Surface Processes and Landforms, Vol. 22, pp. 59-77. | 미소장 |
| 22 | Park, J.H. (2016). Development of disaster mapping methodology by combining grid-based model with integrated risk analysis. Doctor’s dissertation, Kyungpook National University. | 미소장 |
| 23 | Syme, W.J., and Paudyal, G.N. (1994). “Bangladesh flood management model.” Proceeding of Second International Conference on River Flood Hydraulics, York, England, pp. 167-176. | 미소장 |
| 24 | Yu, D., and Lane, S.N. (2006a). “Urban fluvial flood modeling using a two-dimensional diffusion-wave treatment, part 1: Mesh resolution effects.” Journal of Hydrological Processes, Vol. 20, pp. 1541-1565. | 미소장 |
| 25 | Yu, D., and Lane, S.N. (2006b). “Urban fluvial flood modeling using a two-dimensional diffusion-wave treatment, part 2 :Development of a sub-grid-scale treatment.” Journal of Hydrological Processes, Vol. 20, pp. 1567-1583. | 미소장 |
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