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Rock riprap design for protection of stream channels near highway structures; Volume 1, Hydraulic characteristics of open channels

January 1, 1986

Volume I discusses the hydraulic and channel properties of streams, based on data from several hundred sites. Streamflow and geomorphic data have been collected and developed to indicate the range in hydraulic factors typical of open channels , to assist design, maintenance, and construction engineers in preparing rock riprap bank protection. Typical channels were found to have maximum-to-mean depth ratio of 1.55 and a ratio of hydraulic radius to mean depth of 0.98, which is independent of width. Most stable channel characteristics for a given discharge are slope, maximum depth, and hydraulic radius. (See also W89-04911) (Author 's abstract)

Publication Year 1986
Title Rock riprap design for protection of stream channels near highway structures; Volume 1, Hydraulic characteristics of open channels
DOI 10.3133/wri864127
Authors J. C. Blodgett
Publication Type Report
Publication Subtype USGS Numbered Series
Series Title Water-Resources Investigations Report
Series Number 86-4127
Index ID wri864127
Record Source USGS Publications Warehouse