CONTROL OF ALLUVIAL RIVERS. BY STEEL JETTIES,

Abstract

Both model and prototype studies indicated that jetty fields are successful in alining rivers that carry appreciable amounts of suspended sediments. To compute the relative rate of sediment deposition, field data are required. The use of point data analysis, described in this report, aids greatly in extending field data and establishing river characteristic curves. To determine the design ischarge, it is recom mended that width and depth be plotted versus flow area and that a value be selected which corresponds to the flow area having the maximum scatter or deviation of data points with respect to depth and width. This is the lowest dis charge which will be difficult to control. The average river width corresponding to this dis charge should be used for the design channel width. The relative rate of deposition in a jetty field installation can be computed by trocedure demonstrated in this paper. However, future studies may indicate desirable modifica tions and refinements in the procedures. (Author)

Document Details

Document Type
Technical Report
Publication Date
Oct 15, 1962
Accession Number
AD0415366

Entities

People

  • Comp.by E.j. Carlson
  • R.a. Dodge

Organizations

  • United States Bureau of Reclamation

Tags

DTIC Thesaurus Topics

  • Civil Engineering
  • Data Analysis
  • Engineering
  • Engineers
  • Models
  • Prototypes
  • Sediments
  • Suspended Sediments
  • Water
  • Water Resources

Readers

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  • Geotechnical Engineering.
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