Numerical Simulation of Flood Wave Propagation in Two-Dimensions in Densely Populated Urban Areas Due To Dam Break

dc.contributor.author Haltaş, İsmail
dc.contributor.author Elçi, Şebnem
dc.contributor.author Tayfur, Gökmen
dc.coverage.doi 10.1007/s11269-016-1344-4
dc.date.accessioned 2017-07-21T07:12:06Z
dc.date.available 2017-07-21T07:12:06Z
dc.date.issued 2016
dc.description.abstract Dams are important structures having many functions such as water supply, flood control, hydroelectric power and recreation. Although dam break failures are very rare events, dams can fail with little warning and the damage at the downstream of the dam due to the flood wave can be catastrophic. During a dam failure, immense volume of water is mobilized at very high speed in a very short time. The momentum of the flood wave can turn to a very destructive impact force in residential areas. Therefore, from risk point of view, understanding the consequences of a possible dam failure is critically important. This study deals with the methodology utilized for predicting the flood wave occurring after the dam break and analyses the propagation of the flood wave downstream of the dam. The methodology used in this study includes creation of bathymetric, DEM and land use maps; routing of the flood wave along the valley using a 1D model; and two dimensional numerical modeling of the propagation and spreading of flood wave for various dam breaching scenarios in two different urban areas. Such a methodology is a vital tool for decision-making process since it takes into account the spatial heterogeneity of the basin parameters to predict flood wave propagation downstream of the dam. Proposed methodology is applied to two dams; Porsuk Dam located in Eskişehir and Alibey Dam located in Istanbul, Turkey. Both dams are selected based on the fact that they have dense residential areas downstream and such a failure would be disastrous in both cases. Model simulations based on three different dam breaching scenarios showed that maximum flow depth can reach to 5 m at the border of the residential areas both in Eskişehir and in Istanbul with a maximum flow velocity of 5 m/s and flood waves having 0.3 m height reach to the boundary of the residential area within 1 to 2 h. Flooded area in Eskişehir was estimated as 127 km2, whereas in Istanbul this area was 8.4 km2 in total. en_US
dc.description.sponsorship Turkish Science Foundation (TUBITAK) Project No: 110M240 en_US
dc.identifier.citation Haltaş, İ., Elçi, Ş., and Tayfur, G. (2016). Numerical simulation of flood wave propagation in two-dimensions in densely populated urban areas due to dam break. Water Resources Management, 30(15), 5699-5721. doi:10.1007/s11269-016-1344-4 en_US
dc.identifier.doi 10.1007/s11269-016-1344-4 en_US
dc.identifier.doi 10.1007/s11269-016-1344-4
dc.identifier.issn 0920-4741
dc.identifier.issn 1573-1650
dc.identifier.scopus 2-s2.0-84973099704
dc.identifier.uri https://doi.org/10.1007/s11269-016-1344-4
dc.identifier.uri https://hdl.handle.net/11147/5980
dc.language.iso en en_US
dc.publisher Springer Verlag en_US
dc.relation info:eu-repo/grantAgreement/TUBITAK/MAG/110M240 en_US
dc.relation.ispartof Water Resources Management en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject DEM en_US
dc.subject Bathymetry en_US
dc.subject Dam break en_US
dc.subject Flood maps en_US
dc.subject Urban areas en_US
dc.subject Flood wave en_US
dc.subject Land use maps en_US
dc.title Numerical Simulation of Flood Wave Propagation in Two-Dimensions in Densely Populated Urban Areas Due To Dam Break en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional Elçi, Şebnem
gdc.author.institutional Tayfur, Gökmen
gdc.author.yokid 107796
gdc.bip.impulseclass C4
gdc.bip.influenceclass C4
gdc.bip.popularityclass C4
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 5721 en_US
gdc.description.issue 15 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 5699 en_US
gdc.description.volume 30 en_US
gdc.description.wosquality Q1
gdc.identifier.openalex W2468566403
gdc.identifier.wos WOS:000393580100011
gdc.index.type WoS
gdc.index.type Scopus
gdc.oaire.accesstype BRONZE
gdc.oaire.diamondjournal false
gdc.oaire.downloads 1
gdc.oaire.impulse 11.0
gdc.oaire.influence 4.8123696E-9
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gdc.oaire.keywords Flood wave
gdc.oaire.keywords Land use maps
gdc.oaire.keywords Flood maps
gdc.oaire.keywords DEM
gdc.oaire.keywords Urban area
gdc.oaire.keywords Dam break
gdc.oaire.keywords 910
gdc.oaire.keywords Bathymetry
gdc.oaire.keywords Numerical modeling
gdc.oaire.keywords Urban areas
gdc.oaire.popularity 2.6602121E-8
gdc.oaire.publicfunded false
gdc.oaire.sciencefields 0207 environmental engineering
gdc.oaire.sciencefields 02 engineering and technology
gdc.oaire.views 3
gdc.openalex.collaboration National
gdc.openalex.fwci 2.25795353
gdc.openalex.normalizedpercentile 0.9
gdc.openalex.toppercent TOP 1%
gdc.opencitations.count 44
gdc.plumx.crossrefcites 10
gdc.plumx.mendeley 76
gdc.plumx.scopuscites 51
gdc.scopus.citedcount 51
gdc.wos.citedcount 49
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