Scour around bridge piers of overflow structures at I-35 Bridge on the Cimarron River (FHWA-OK-88-2) 2150

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dc.contributor.sponsorOklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation
dc.creatorTyagi, A.K.
dc.date.accessioned2018-11-06T16:47:03Z
dc.date.available2018-11-06T16:47:03Z
dc.date.issued1988-4
dc.description.abstractThe October 1986 flood of the Cimarron River resulted in severe scour around piers of eight overflow structures of the 1-35 bridge. A major portion of the flood passed through these structures resulting in a high velocity of flow. Furthermore, the bridge is located on a meander, and that leads to a skewed, flow in the flood plain. This fact caused additiona scour around the piers. The scour was measured using the Electronic Distance Meter. After th?? flood receded, the maximum depth of scour ranged from IO feet to 30 feet.
dc.description.peerreviewNo
dc.description.versionInterim Report: May 1987-April 1988
dc.format.extent21 pages
dc.format.extent2,766,352 bytes
dc.format.mediumapplication.pdf
dc.identifier.govdocFHWA-OK-88-02
dc.identifier.otherOklahoma Department of Transportation State Planning and Research item number 2150
dc.identifier.urihttps://hdl.handle.net/11244/302003
dc.languageen_US
dc.relation.ispartofseriesNo
dc.relation.requiresAdobe Acrobat Reader
dc.subject.keywordsScour depth
dc.subject.keywordsBridge Piers
dc.subject.keywordsFlood
dc.subject.keywordsField data
dc.subject.keywordsOlverflow structures
dc.titleScour around bridge piers of overflow structures at I-35 Bridge on the Cimarron River (FHWA-OK-88-2) 2150
dc.typeTechnical Report
dc.type.materialtext

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