Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/27316
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dc.contributor.authorGlover, Robert E. (Robert Ellsworth), 1896--
dc.contributor.authorFlorey, Q. L.-
dc.date.accessioned2018-06-14T19:51:12Z-
dc.date.available2018-06-14T19:51:12Z-
dc.date.issued1951-09-
dc.identifier.govdocHydraulic Laboratory Report No. HYD-325-
dc.identifier.urihttp://hdl.handle.net/11681/27316-
dc.descriptionTechnical Report-
dc.description.abstractIn order to deal intelligently with certain problems of maintenance of channels in erodible materials, it is important to know what shape and dimensions a channel should have in order to avoid changes of cross section due to scour or sediment deposition. A knowledge of stable shapes finds application to the problem of designing canals in earth and to the problems of river regimen. The computations of stable shape patterns described herein have been made at the request of Mr. E. W. Lane who has also laid down the basis for the computations.en_US
dc.format.extent41 pages/8.139 Mb-
dc.language.isoenen_US
dc.publisherUnited States. Bureau of Reclamation. Engineering Laboratories Branch.en_US
dc.relationhttp://acwc.sdp.sirsi.net/client/search/asset/1051747-
dc.relation.ispartofseriesHydraulic Laboratory Report ; No. HYD-325-
dc.rightsApproved for Public Release; Distribution is Unlimited-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectChannels (Hydraulic engineering)en_US
dc.titleStable channel profilesen_US
dc.typeReporten_US
Appears in Collections:Design and Construction Division. Engineering Laboratories Branch

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