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EFFECT OF UNCONSOLIDATED SEDIMENT RIGIDITY ON LOW FREQUENCY ACOUSTIC PROPAGATION.

  • J. H. Beebe
  • , C. W. Holland

    Research output: Chapter in Book/Report/Conference proceedingConference contribution

    Abstract

    Most unconsolidated ocean sediments have been reported to possess small, but finite, rigidity. In sandy sediments rigidity is due to sliding and rolling friction resulting from the interlocking grain structure; in silt clays rigidity is due to cohesion. For many marine environments acoustic propagation is not measurably affected by sediment rigidity. In some environments, however, the effect of sediment rigidity is the dominant mechanism in modal attenuation. Two coastal regions on the Scotian shelf will be contrasted by comparing the effects of sediment shear wave excitation on transmission loss at low frequency. The key environmental factor in unconsolidated sediment shear wave excitation is not the intrinsic sediment properties but the degree of elastic contrast found in the acoustic field.

    Original languageEnglish (US)
    Title of host publicationMarine Science (Plenum)
    PublisherPlenum Press
    Pages207-215
    Number of pages9
    ISBN (Print)0306422662, 9780306422669
    DOIs
    StatePublished - 1986

    Publication series

    NameMarine Science (Plenum)
    Volume16
    ISSN (Print)0160-273X

    UN SDGs

    This output contributes to the following UN Sustainable Development Goals (SDGs)

    1. SDG 14 - Life Below Water
      SDG 14 Life Below Water

    All Science Journal Classification (ASJC) codes

    • General Engineering

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