Rock riprap design for protection of stream channels near highway structures; Volume 1, Hydraulic characteristics of open channels
Water-Resources Investigations Report
86-4127
By: J. C. Blodgett
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Abstract
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)
Suggested Citation
Blodgett, J.C., 1986, Rock riprap design for protection of stream channels near highway structures; Volume 1, Hydraulic characteristics of open channels: U.S. Geological Survey Water-Resources Investigations Report 86-4127, vi, 60 p. :ill. ;28 cm., https://doi.org/10.3133/wri864127.
| Publication type | Report |
|---|---|
| Publication Subtype | USGS Numbered Series |
| Title | Rock riprap design for protection of stream channels near highway structures; Volume 1, Hydraulic characteristics of open channels |
| Series title | Water-Resources Investigations Report |
| Series number | 86-4127 |
| DOI | 10.3133/wri864127 |
| Year Published | 1986 |
| Language | ENGLISH |
| Publisher | U.S. Geological Survey, |
| Description | vi, 60 p. :ill. ;28 cm. |