Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2067
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPark, Howard E.-
dc.date.accessioned2016-03-11T18:04:47Z-
dc.date.available2016-03-11T18:04:47Z-
dc.date.issued2002-06-
dc.identifier.urihttp://hdl.handle.net/11681/2067-
dc.descriptionTechnical note-
dc.descriptionPURPOSE: The objective of this research is to provide design guidance that would allow field engineers to design approach guard walls that are safe and efficient to the users, while being cost effective. The guidance available in EM 1110-2-1611 (Headquarters, U.S. Army Corps of Engineers 1980) and rule-of-thumb guidelines requires approach walls to be fairly long; therefore, the cost of implementing the approach walls can be substantial.-
dc.publisherCoastal and Hydraulics Laboratory (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1000468-
dc.relation.ispartofseriesTechnical note (Coastal and Hydraulics Engineering (U.S.)) ; IX-8.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource.-
dc.subjectDam-
dc.subjectDesigns-
dc.subjectFlow-
dc.subjectGuard walls-
dc.subjectLocks-
dc.subjectNavigation-
dc.subjectRiver-
dc.titleGeneral guard wall design considerations for tow entry and exit-
dc.typeDOCUMENT-
Appears in Collections:CHETN - SECTION 09 - Navigation

Files in This Item:
File Description SizeFormat 
CHETN-IX-8.pdf1.93 MBAdobe PDFThumbnail
View/Open