Browse > Article
http://dx.doi.org/10.3741/JKWRA.2016.49.7.579

Development of distributed inundation routing method using SIMOD method  

Lee, Suk Ho (Department of Urban and Environmental Disaster Prevention Engineering, Kangwon National University)
Lee, Dong Seop (Department of Urban and Environmental Disaster Prevention Engineering, Kangwon National University)
Kim, Jin Man (Geotechnical Engineering Research Institute, Korea Institute of Construction Technology)
Kim, Byung Sik (Department of Urban and Environmental Disaster Prevention Engineering, Kangwon National University)
Publication Information
Journal of Korea Water Resources Association / v.49, no.7, 2016 , pp. 579-588 More about this Journal
Abstract
Changes in precipitation due to climate change is made to induce the local and intensive rainfall, it is increasing damage caused by inland inundation. Therefore, it requires a technique for predicting damage caused by flooding. In this study, in order to determine whether this flood inundated by any route when the levee was destroyed, Which can simulate the path of the flood inundation model was developed for the SIMOD (Simplified Inundation MODel). Multi Direction Method (MDM) for differential distributing the adjacent cells by using the slope and Flat-Water Assumption (FWA)-If more than one level higher in the cell adjacent to the cell level is the lowest altitude that increases the water level is equal to the adjacent cells- were applied For the evaluation of the model by setting the flooding scenarios were estimated hourly range from the target area. SIMOD model can significantly reduce simulation time because they use a simple input data of topography (DEM) and inflow flood. Since it is possible to predict results within minutes, if you can only identify inflow flood through the runoff model or levee collapse model. Therefore, it could be used to establish an evacuation plan due to flooding, such as EAP (Emergency Action Plan).
Keywords
Simplified Inundation Mode (SIMOD); Multi Direction Method (MDM); Flat-Water Assumption (FWA); Emergency Action Plan (EAP);
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
1 Jeon, M.W., Han, D.Y., and Choi, K.H. (2005). "Flood inundation analysis from levee failure in nakdong river." Korea Water Resources Association, Vol. 38, No. 4, pp. 259-269.   DOI
2 Jeung, S.J., Lee, S.H., and Kim, B.S. (2015). "Nonstationary intensity-duration-frequency curves under climate change." Korea Water Resources Association (Proceedings published).
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.   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 representative 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.
6 L. L., Liu, Y., Wang, X., Yu, D., Liu, K., Huang, H., and Hu, G. (2015). "Developing an effective 2-D urban flood inundation model for city emergency management based on cellular automata." Nat. Hazards Earth Syst. Sci., Vol. 15, pp. 381-391.   DOI
7 Lee, J.H., and Yeon, K.S. (2008). "Flood inundation analysis using XP-SWMM model in urban area." Korean Society of Hazard Mitigation, Vol. 8, No. 5, pp. 155-161.
8 Lee, J.T., Hur, S.C., Kim, J.H., and Han, K.Y. (2006b). "Characteristics of the inundation and process of making a flood map according to the levee break conditions in urban stream-Jungrang Experimental Basin." Korea Water Resources Association, Vol. 38, No. 4, pp. 259-269.
9 Lee, J.T., Jeon, W.J., and Hur, S.C. (2006a). "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.
10 Ministry of Land, Infrastructure and Transport (1997). Kumho River Maintenance Basic Plan.
11 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., 50 pp. 75-78.
12 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.
13 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.   DOI
14 Yang, T.-H., Chen, Y.-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, 7, pp. 438-454.   DOI
15 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.
16 Tarboton, D.G. (1997). "A new method for the determination of flow directions and upslope areas in grid igital elevation models." Water Resour. Res, Vol. 33, No. 3, pp. 09-19.