Bank Protection Techniques Using Spur Dikes

Abstract

A hydraulic model investigation was conducted to evaluate and demonstrate the effects of impermeable spur dikes as a bank protection technique in a concave bend. The tests were conducted to observe channel bed and bank response in a stream with noncohesive banks where suspended load is insignificant. Several parameters relative to spur dike design that were evaluated included: the length to spacing ratio, the orientation angle, and the effect of an apron or mattress of protection at the toe of the dike.

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Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1983
Accession Number
ADA125156

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People

  • Ronald R. Copeland

Tags

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  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Army Corps Of Engineers
  • Civil Engineering
  • Engineering
  • Engineers
  • Equations
  • Flood Control
  • Flow
  • Froude Number
  • Grain Size
  • Materials
  • Model Tests
  • Models
  • Navigation
  • Orientation (Direction)
  • Test Facilities
  • United Nations
  • United States

Readers

  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Pavement Materials Engineering.

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