Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
FLO-2D Software, Inc (2017). FLO-2D Reference Mannual, 100p.FLO-2D Software, Inc (2017). FLO-2D Reference Mannual, 100p.Google Search
2 
Go, D. H., Lee, K. H., Kim, J. M. and Kim, S. W. (2015). “FLO-2D simulation of the flood inundation zone in the case of failure of the sandae reservoir Gyeongju, Gyeongbuk.” The Journal of Engineering Geology, Vol. 25, No. 49, pp. 449-458 (in Korean).10.9720/kseg.2015.4.449Go, D. H., Lee, K. H., Kim, J. M. and Kim, S. W. (2015). “FLO-2D simulation of the flood inundation zone in the case of failure of the sandae reservoir Gyeongju, Gyeongbuk.” The Journal of Engineering Geology, Vol. 25, No. 49, pp. 449-458 (in Korean).DOI
3 
Kim, B. H., Choi, S. Y. and Han, K. Y. (2011). “An analysis method of 1D hydrodynamic model based on GIS for flood inundation mapping.” Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 227-235 (in Korean).10.9798/KOSHAM.2011.11.6.227Kim, B. H., Choi, S. Y. and Han, K. Y. (2011). “An analysis method of 1D hydrodynamic model based on GIS for flood inundation mapping.” Korean Society of Hazard Mitigation, Vol. 11, No. 6, pp. 227-235 (in Korean).DOI
4 
Kim, B. S. and Ha, S. R. (2013). “The impact assessment of climate change on design flood in mihochen basin based on the represen-tative concentration pathway climate change scenario.” Journal of Wetlands Research, Vol. 15, No. 1, pp. 105-114.10.17663/JWR.2013.15.1.105Kim, B. S. and Ha, S. R. (2013). “The impact assessment of climate change on design flood in mihochen basin based on the represen-tative concentration pathway climate change scenario.” Journal of Wetlands Research, Vol. 15, No. 1, pp. 105-114.DOI
5 
Kim, D. H., Jang, D. W., Park, H. S. and Choi, G. W. (2014). “A study on flood impact upon the downstream area of a river by dam break.” Crisis and Emergency Management: Theory and Praxis, Vol. 10, No. 2, pp. 117-132 (in Korean).Kim, D. H., Jang, D. W., Park, H. S. and Choi, G. W. (2014). “A study on flood impact upon the downstream area of a river by dam break.” Crisis and Emergency Management: Theory and Praxis, Vol. 10, No. 2, pp. 117-132 (in Korean).Google Search
6 
Lee, J. T., Jeon, W. J. and Hur, S. C. (2006). “Analysis of inundation characteristics for EAP of highway in urban stream - Dongbu highway in jungrang stream -.” Korean Society of Hazard Mitigation, Vol. 6, No. 3, pp. 69-76 (in Korean).Lee, J. T., Jeon, W. J. and Hur, S. C. (2006). “Analysis of inundation characteristics for EAP of highway in urban stream - Dongbu highway in jungrang stream -.” Korean Society of Hazard Mitigation, Vol. 6, No. 3, pp. 69-76 (in Korean).Google Search
7 
Lee, S. H., Lee, D. S., Kim, J. M. and Kim, B. S. (2016). “Deve-lopment of distributed inundation routing method using SIMOD method.” Korea Water Resources Association, Vol. 49, No. 49, pp. 579-588 (in Korean).10.3741/JKWRA.2016.49.7.579Lee, S. H., Lee, D. S., Kim, J. M. and Kim, B. S. (2016). “Deve-lopment of distributed inundation routing method using SIMOD method.” Korea Water Resources Association, Vol. 49, No. 49, pp. 579-588 (in Korean).DOI
8 
Ministry of Land, Infrastructure and Transport (1997). Kumho River Maintenance Basic Plan (in Korean).Ministry of Land, Infrastructure and Transport (1997). Kumho River Maintenance Basic Plan (in Korean).Google Search
9 
Ministry of Land, Infrastructure and Transport (2009). Nakdong River Water System Basic Plan (in Korean).Ministry of Land, Infrastructure and Transport (2009). Nakdong River Water System Basic Plan (in Korean).Google Search
10 
Nanshan, Z., Yasuto, T. and Kaoru, T. (2007). “Simplified flood inundation model integration with rainfall-runoff processes.” Annuals of Disas. Pres. Res. Inst., Kyoto Unic., Vol. 50, pp. 75-78.Nanshan, Z., Yasuto, T. and Kaoru, T. (2007). “Simplified flood inundation model integration with rainfall-runoff processes.” Annuals of Disas. Pres. Res. Inst., Kyoto Unic., Vol. 50, pp. 75-78.Google Search
11 
Park, J. H., Han, K. Y. and Ahn, K. H. (2009). “Development of numerical model to analyze levee break.” Korea Water Resources Association, Vol. 38, No. 4, pp. 259-269 (in Korean).10.3741/JKWRA.2009.42.7.571Park, J. H., Han, K. Y. and Ahn, K. H. (2009). “Development of numerical model to analyze levee break.” Korea Water Resources Association, Vol. 38, No. 4, pp. 259-269 (in Korean).DOI
12 
Pathirana, A., Tsegaye, S., Gersonius, B. and Vairavamoorthy, K. (2011). “A simple 2-D inundation model for incorporating flood damage in urban drainage planning.” Hydrology and Earth System Sciences, Vol. 15, pp. 2747-2761.10.5194/hess-15-2747-2011Pathirana, A., Tsegaye, S., Gersonius, B. and Vairavamoorthy, K. (2011). “A simple 2-D inundation model for incorporating flood damage in urban drainage planning.” Hydrology and Earth System Sciences, Vol. 15, pp. 2747-2761.DOI
13 
Syme, W. J., Pinnell, M. G. and Wicks, J. M. (2004). Modelling flood inundation of urban areas in the UK using 2D/1D hydraulic models, The institution of Engineers, Australia 8th National Conference on Hydraulics in Water Engineering.Syme, W. J., Pinnell, M. G. and Wicks, J. M. (2004). Modelling flood inundation of urban areas in the UK using 2D/1D hydraulic models, The institution of Engineers, Australia 8th National Conference on Hydraulics in Water Engineering.Google Search
14 
Yang, T. H., Chen, T. C., Chang, Y. C., Yang, S. C. and Ho, J. Y. (2015). “Comparison of different grid cell ordering approaches in a simplified inundation model.” Water, Vol. 7, pp. 438-454.10.3390/w7020438Yang, T. H., Chen, T. C., Chang, Y. C., Yang, S. C. and Ho, J. Y. (2015). “Comparison of different grid cell ordering approaches in a simplified inundation model.” Water, Vol. 7, pp. 438-454.DOI