dc.creator | Tyagi, A.K. | |
dc.date.accessioned | 2018-11-06T16:47:12Z | |
dc.date.available | 2018-11-06T16:47:12Z | |
dc.date.issued | 1987-3 | |
dc.identifier.govdoc | FHWA-OK-87-2 | |
dc.identifier.other | Oklahoma Department of Transportation State Planning and Research item number 2150 | |
dc.identifier.uri | https://hdl.handle.net/11244/302016 | |
dc.description.abstract | This study consisted of a hydrographic survey and determined maximum scour
around the piers at eighteen selected bridges on the Cimarron, Arkansas, and Caney
Rivers. The survey was performed soon after the 50- to I 00-year-frequency flood in
October, 1986. It was determined from the survey that maximum scour varied from
0.60 to 18 feet with depth of flow ranging between 0.75 to 25 feet. Visual inspection
and measurement showed that a sandy river bed and clayey river bed in the three
streams seemed to affect scour depth. Also, heavy damages occurred in overflow
structures in flood plains rather than at piers in the main stream.
Because design criteria for scour depths at piers are based mostly on laboratory
work and because some bridges designed according to these criteria have
failed, it is recommended that this study be extended to collect field data on the
maximum scour at selected bridges over a four-year period. Field data will be
collected four times a year for various high and low flow conditions. Laboratory and
field data are to be analyzed and used to produce design criteria so that damages to
bridge piers are minimized. Further laboratory and field data will be generated for
different river-bed soils (sand, silt and clay) and for varying hydraulic conditions. | |
dc.format.extent | 24 pages | |
dc.format.extent | 21,528,532 bytes | |
dc.format.medium | application.pdf | |
dc.language | en_US | |
dc.relation.ispartofseries | No | |
dc.relation.requires | Adobe Acrobat Reader | |
dc.title | Scour around bridge piers in Oklahoma streams (FHWA-87-2) 2150 | |
dc.type | Technical Report | |
dc.description.version | Interim Report November 1986-March 1987 | |
dc.description.peerreview | No | |
dc.type.material | text | |
dc.subject.keywords | Scour depth | |
dc.subject.keywords | Bridge piers | |
dc.subject.keywords | Flood | |
dc.subject.keywords | Depth of flow | |
dc.subject.keywords | Rivers | |
dc.subject.keywords | Field Data | |
dc.contributor.sponsor | Oklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation | |