Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/6108
Title: Two-dimensional numerical modeling of flood wave propagation in an urban area due to Ürkmez dam-break, Izmir, Turkey
Authors: Haltas, İsmail
Tayfur, Gökmen
Elçi, Şebnem
Tayfur, Gökmen
Elçi, Şebnem
Keywords: FLO-2D
HEC-RAS
Ürkmez Dam
GIS
Dam-break inundation
Issue Date: 1-Apr-2016
Publisher: Springer Verlag
Source: Haltas, İ., Tayfur, G., and Elçi, Ş. (2016). Two-dimensional numerical modeling of flood wave propagation in an urban area due to Ürkmez dam-break, İzmir, Turkey. Natural Hazards, 81(3), 2103-2119. doi:10.1007/s11069-016-2175-6
Abstract: This study investigated flood inundation in an urban area due to a possible failure of Ürkmez Dam in İzmir, Turkey. The estimation of flood hydrograph upon partial failure of the dam and routing of the flood hydrograph along the narrow valley downstream were first performed by the one-dimensional hydraulic routing model HEC-RAS. The two-dimensional hydraulic routing model FLO-2D is then used to simulate the spreading of the dam-break flood after the flood wave exits the valley. Land use and land cover digital maps were utilized to find the spatially varying roughness coefficient for the floodplain. The influence of the buildings on the flood propagation was represented in the numerical model by the area reduction factor as well as the width reduction factor. The peak flow depth, peak flow velocity and time moment of the peak flow depth maps were shown in the GIS environment. The results reveal that flow depths can reach about 3 m in the residential area. In about 40 min after the dam-break, houses in the large section of the town would be under the maximum flow depths. The two-dimensional hydrodynamic model results were tested against experimental dam-break flow data of the distorted physical model of Ürkmez Dam, which is consisted of the reservoir, dam body and downstream area including Ürkmez Town. The model successfully simulated experimental flow depth data measured at different measurement locations.
URI: http://doi.org/10.1007/s11069-016-2175-6
http://hdl.handle.net/11147/6108
ISSN: 1573-0840
0921-030X
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
Sürdürülebilir Yeşil Kampüs Koleksiyonu / Sustainable Green Campus Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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