Longshore Sand Transport Study at Channel Islands Harbor, California.

Abstract

A field experiment was conducted to develop correlations between wave characteristics and longshore sediment transport. The waves were measured by two near-bottom mounted pressure transducers and by visual observation when pressure transducers were not in operation. The average longshore sediment transport rates were determined from sequential volumetric surveys behind an offshore breakwater which was regarded as a total trap. The data analyzed encompass a period of 2 years, 1 year after each dredging cycle. Spectral analyses of the pressure gage wave data were conducted and yielded one direction per frequency. The correlations include immersed weight sediment transport rate, I, versus longshore component of wave energy flux at breaking, P sub ls. The most widely used correlation constant, K, in the relationship I = KP sub ls is 0.77. The value determined from the data was K = 0.98, based on the P sub ls values directed toward the trap. One feature of this type of trap is the potential for overtrapping if the waves are directed nearly normal to shore. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1981
Accession Number
ADA101856

Entities

People

  • C. G. Gable
  • R. G. Dean
  • R. O. Bruno
  • T. L. Walton Jr

Organizations

  • Coastal Engineering Research Center

Tags

Communities of Interest

  • Energy and Power Technologies
  • Sensors

DTIC Thesaurus Topics

  • Civil Engineering
  • Coastal Engineering
  • Engineering
  • Engineers
  • Equations
  • Frequency
  • Measurement
  • Pressure Gages
  • Pressure Transducers
  • Regions
  • Sedimentation
  • Shores
  • Surveys
  • Topography
  • United States
  • Wave Power
  • Waves

Readers

  • Coastal Oceanography
  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Mechanical Engineering/Mechanics of Materials.