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dc.contributor.authorGüney, Mehmet Şükrü
dc.contributor.authorTayfur, Gökmen
dc.contributor.authorBombar, Gökçen
dc.contributor.authorElçi, Şebnem
dc.date.accessioned2017-05-30T07:21:54Z
dc.date.available2017-05-30T07:21:54Z
dc.date.issued2014-11
dc.identifier.citationGüney, M.S., Tayfur, G., Bombar, G., and Elçi, Ş. (2014). Distorted physical model to study sudden partial dam break flows in an urban area. Journal of Hydraulic Engineering, 140(11). doi:10.1061/(ASCE)HY.1943-7900.0000926en_US
dc.identifier.issn0733-9429
dc.identifier.urihttps://doi.org/10.1061/(ASCE)HY.1943-7900.0000926
dc.identifier.urihttp://hdl.handle.net/11147/5639
dc.description.abstractA distorted physical model, based on Ürkmez Dam in Izmir, Turkey, was built to study sudden partial dam break flows. The distorted model had a horizontal scale of 1/150 and a vertical scale of 1/30, containing dam reservoir, dam body, and downstream area-from dam body to Ürkmez urban area until the sea coast. In the model, the reservoir is approximately 12 m3, the dam body has a width of 2.84 m and a height of 1.07 m, and the downstream area is nearly 200 m2. The Ürkmez Dam was chosen because Ürkmez Town is located right at its downstream area, allowing the study of dam break flows in an urban area. Furthermore, the dimensions were suitable such that it allowed the construction of a physical model (dam reservoir, dam body, and downstream area) having a horizontal scale of 1/150 in the available space of 300 m2. The features creating roughness such as buildings, bridge, and roads were also reflected in the physical model. The dam break flow was investigated for sudden partial collapse, which was simulated by a trapezoidal breach on the dam body. The water depths at downstream area were measured at eight different locations by using e+ WATER L (level) sensors. The velocities were measured at four different locations by ultrasonic velocity profiler (UVP) transducers. The propagation of the flood was recorded by a high-defnition camera. The experimental results show that the Ürkmez area can be flooded in a matter of minutes, at depths reaching up to 3 m in residential areas in 4 min. The flood wave front can reach the residential areas in 2 min and to the sea coast in 4 min. Flow velocities can reach 70.9 km/h in sparse residential areas, close to dam body. Away from the dam body in the sparse buildings part of the town, the velocities can reach 27.7 km/h. In dense residential areas of the town, the velocities are too low (2.8 km/h) but flow depths can reach 3 m. Velocity profiles show similar behavior like unsteady and nonuniform open channel flow in nonresidential areas close to the dam body. In residential areas away from the dam body, the velocity profiles are more uniform, having lower velocity values. Vertical variations of velocities show markedly different behavior during rising and recession stages. The profiles are smooth during the rising stage in sparse residential area, yet it shows fluctuating behavior during the recession stage.en_US
dc.description.sponsorshipTurkish Science and Technological Research Council (110M240)en_US
dc.language.isoengen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.relationinfo:eu-repo/grantAgreement/TUBITAK/MAG/110M240en_US
dc.relation.isversionof10.1061/(ASCE)HY.1943-7900.0000926en_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectDam break flowsen_US
dc.subjectDistorted physical modelen_US
dc.subjectFlood propagationen_US
dc.subjectFlow depthsen_US
dc.subjectSudden partial collapseen_US
dc.subjectVelocity profilesen_US
dc.titleDistorted physical model to study sudden partial dam break flows in an urban areaen_US
dc.typearticleen_US
dc.contributor.authorIDTR2054en_US
dc.contributor.authorIDTR107796en_US
dc.contributor.iztechauthorTayfur, Gökmen
dc.contributor.iztechauthorElçi, Şebnem
dc.relation.journalJournal of Hydraulic Engineeringen_US
dc.contributor.departmentİYTE, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume140en_US
dc.identifier.issue11en_US
dc.identifier.wosWOS:000344005700006
dc.identifier.scopusSCOPUS:2-s2.0-84911964238
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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