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dc.contributor.authorShah, Syed Muzzamil Hussain
dc.contributor.authorMustaffa, Zahiraniza
dc.contributor.authorMartínez Gomariz, Eduardo
dc.contributor.authorYusof, Khamaruzaman Wan
dc.contributor.authorAl-Qadamia, Ebrahim Hamid Hussein
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2019-10-01T10:10:23Z
dc.date.available2019-10-01T10:10:23Z
dc.date.issued2019-09
dc.identifier.citationShah, S. [et al.]. Hazard risks pertaining to partially submerged non-stationary vehicle on low-lying roadways under subcritical flows. "Results in Engineering", Setembre 2019, vol. 3, p. 100032-1-100032-7.
dc.identifier.issn2590-1230
dc.identifier.urihttp://hdl.handle.net/2117/168992
dc.description.abstractRivers overflowing onto the floodplains can seriously disrupt the transportation system which can cause significant risks to moving or parked vehicles. The major flooding occurrence at the East Coast of Malaysia in December 2014 for instance, exhibited several hazards and fatalities involving vehicle submergence when the road conditions at low-lying flooded roadways were not known to the road users. To imitate a similar situation, the hydraulic characteristics of river overtopping an adjacent low-lying roadway during floods and the dynamics response of a vehicle attempting to cross over such flows were carried out in a modelled experimental set up. With that regards, a Perodua Viva which represents the medium-sized Malaysian passenger car was manufactured (1:10), ensuring similarity laws. Further, to monitor significant threats a flooded vehicle could face, the low-lying roadway model was designed to the allowable grade of five percent as proposed in Arahan Teknik (Jalan), ATJ 8/86. Keeping in view the height of the car and subcritical state of the flow, the range of water depths between 0.047 and 0.089 m, whereas for velocities, it was controlled to be in between 0.20 and 0.39 m/s, respectively. The buoyancy depth was noticed at depths greater than and equal to 0.055 m. Below critical depth, mode of sliding failure relied on the dominancy of varying horizontal pushing forces, namely frictional resistance, rolling friction, drag and driving forces.
dc.language.isoeng
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geologia::Hidrologia
dc.subject.lcshFloods--Risk assessment
dc.subject.lcshFlood damage prevention
dc.subject.otherHydrodynamic forces
dc.subject.otherNon-stationary vehicle
dc.subject.otherLow-lying roadway
dc.subject.otherSubcritical flows
dc.subject.otherPartial submergence
dc.titleHazard risks pertaining to partially submerged non-stationary vehicle on low-lying roadways under subcritical flows
dc.typeArticle
dc.subject.lemacInundacions -- Danys -- Prevenció
dc.subject.lemacInundacions -- Avaluació del risc
dc.identifier.doi10.1016/j.rineng.2019.100032
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.sciencedirect.com/science/article/pii/S2590123019300325
dc.rights.accessOpen Access
drac.iddocument25844855
dc.description.versionPostprint (published version)
upcommons.citation.authorShah, S.; Mustaffa, Z.; Martínez-Gomariz, E.; Yusof, K.; Al-Qadamia, E.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameResults in Engineering
upcommons.citation.volume3
upcommons.citation.startingPage100032-1
upcommons.citation.endingPage100032-7


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Except where otherwise noted, content on this work is licensed under a Creative Commons license: Attribution-NonCommercial-NoDerivs 3.0 Spain