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Flood protection at bridge crossings

dc.contributor.authorSimons, Daryl B., author
dc.contributor.authorLewis, G. L., author
dc.contributor.authorColorado State University, publisher
dc.date.accessioned2020-03-31T17:32:35Z
dc.date.available2020-03-31T17:32:35Z
dc.date.issued1971
dc.descriptionCER71-72DBS-GLL10.
dc.descriptionIncludes bibliographical references (pages 92-98).
dc.descriptionPrepared for Wyoming State Highway Department, Planning and Research Division in cooperation with the United States Department of Transportation, Federal Highway Administration, Bureau of Public roads.
dc.descriptionCirculating copy deaccessioned 2020.
dc.description.abstractTechniques for the design of stable rock-riprap protection in the vicinity of bridge crossings are presented. Hydraulic properties of the crossings are computed from methods derived in other sources, and the properties are related to particle sizes for riprap protection of abutments and piers. Design steps for prototype bridge crossings are enumerated so that the hydraulic engineer may use this report as a design manual. An example of the design of protection for a prototype bridge crossing is included to clarify the suggested design procedures. Riprap-protected spill-through abutments were constructed in the hydraulic facilities at Colorado State University in order to test the validity of the suggested design procedures.
dc.format.mediumtechnical reports
dc.identifier.urihttps://hdl.handle.net/10217/201677
dc.languageEnglish
dc.language.isoeng
dc.publisherColorado State University. Libraries
dc.relationCatalog record number (MMS ID): 991023101509703361
dc.relationTA7 .C6 CER 71/72-10
dc.relation.ispartofCivil Engineering Reports
dc.relation.ispartofCER, 71/72-10
dc.rightsCopyright and other restrictions may apply. User is responsible for compliance with all applicable laws. For information about copyright law, please see https://libguides.colostate.edu/copyright.
dc.subject.lcshBridges -- Protection
dc.titleFlood protection at bridge crossings
dc.typeText
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