Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/32909
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dc.contributor.authorMelsheimer, Edwin S.-
dc.contributor.authorMurphy, Thomas E.-
dc.date.accessioned2019-06-05T15:20:56Z-
dc.date.available2019-06-05T15:20:56Z-
dc.date.issued1967-02-
dc.identifier.govdocMiscellaneous Paper No. 2-876-
dc.identifier.urihttps://hdl.handle.net/11681/32909-
dc.descriptionMiscellaneous Paper-
dc.description.abstractTests were conducted on a 1:60-scale section model of the Huntington Reservoir spillway to assist in development of the most economic energy dissipator which would provide reasonably good dissipation at low and intermediate flows and safe conditions at a flow of 98,000 cfs (80 percent of the spillway design flood). A 130-ft-long horizontal apron with one row of baffle piers and an end sill met the above requirements and was recommended for use in the prototype.en_US
dc.description.sponsorshipUnited States. Army. Corps of Engineers. Louisville District.en_US
dc.format.extent36 pages / 4.549 Mb-
dc.format.mediumPDF/A-
dc.language.isoen_USen_US
dc.publisherU.S. Army Engineer Waterways Experiment Station.en_US
dc.relation.ispartofseriesMiscellaneous Paper (U.S. Army Engineer Waterways Experiment Station.) ; no. Miscellaneous Paper No. 2-876-
dc.rightsApproved for Public Release; Distribution is Unlimited-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectSpillwaysen_US
dc.subjectStilling basinsen_US
dc.subjectHydraulic modelsen_US
dc.subjectHuntington Dam (Ind.)en_US
dc.titleStilling basin, Huntington Reservoir spillway, Wabash River, Indiana : hydraulic model investigationen_US
dc.typeReporten_US
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