rdf-syntax-grammar
mods:
  schema location: http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
  title info:
    title: Longshore sediment transport rate calculated incorporating wave orbital velocity fluctuations
  name:
    name part: Smith, Ernest Ray
    name part: 1960-
    role:
      role term: creator
  name:
    name part: Zhang, Jun
    role:
      role term: thesis advisor.
  type of resource: text
  genre: bibliography
  origin info:
    place:
      place term: txu
    date issued: 2006
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: electronic
    form: remote
  abstract: Laboratory experiments were performed to study and improve longshore sediment transport rate predictions. Measured total longshore transport in the laboratory was approximately three times greater for plunging breakers than spilling breakers. Three distinct zones of longshore transport were observed across the surf zone: the incipient breaker zone, inner surf zone, and swash zone. Transport at incipient breaking was influenced by breaker type; inner surf zone transport was dominated by wave height, independent of wave period; and swash zone transport was dependent on wave period. Selected predictive formulas to compute total load and distributed load transport were compared to laboratory and field data. Equations by Kamphuis (1991) and Madsenet al. (2003) gave consistent total sediment transport estimates for both laboratory and field data. Additionally, the CERC formula predicted measurements well if calibrated and applied to similar breaker types. Each of the distributed load models had shortcomings. The energetics model of Bodge and Dean (1987) was sensitive to fluctuations in energy dissipation and often predicted transport peaks that were not present in the data. The Watanabe (1992) equation, based on time-averaged bottom stress, predicted no transport at most laboratory locations. The Van Rijn (1993) model was comprehensive and required hydrodynamic, bedform, and sediment data. The model estimated the laboratory cross-shore distribution well, but greatly over estimated field transport. Seven models were developed in this study based on the principle that transported sediment is mobilized by the total shear stress acting on the bottom and transported by the current at that location. Shear stress, including the turbulent component, was calculated from the wave orbital velocity. Models 1 through 3 gave good estimates of the transport distribution, but underpredicted the transport peak near the plunging wave breakpoint. A suspension term was included in Models 4 t…
  note: by Ernest Ray Smith.
  note: "Major Subject: Ocean Engineering"
  note: Title from author supplied metadata (automated record created on Feb. 23, 2007.)
  note: Vita.
  note: Abstract.
  note: Electronic resource.
  note: Mode of access: World Wide Web.
  note: System requirements: World Wide Web access and Adobe Acrobat Reader.
  note: Ph. D. Texas A&M University 2006.
  note: Includes bibliographical references.
  note: Text ( Dissertation).
  subject:
    topic: Major Ocean Engineering
  subject:
    topic: CERC formula
  subject:
    topic: physical modeling
  subject:
    topic: Breaking Waves
  subject:
    topic: Field Experiment
  subject:
    topic: Longshore Sediment Transport
  subject:
    topic: Laboratory Experiment
  subject:
    topic: surf zone processes
  identifier: http://hdl.handle.net/1969.1/4182
  record info:
    record content source: TXA
    record creation date: 070326
    record change date: 20151104165048.0
    record identifier: in00002222449