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:
    non sort: A
    title: mathematial model to predict the behavior of deep draft vessels in restricted waterways
  name:
    name part: Gates, Edward Thomas
    name part: 1929-
    role:
      role term: creator
  name:
    name part: Burgess, Archie R.
    role:
      role term: degree committee member.
  name:
    name part: Herbich, John B.
    role:
      role term: degree supervisor.
  name:
    name part: Lou, Jack
    role:
      role term: degree committee member.
  name:
    name part: Reid, Robert O.
    role:
      role term: degree committee member.
  name:
    name part: United States
    name part: Army.
    name part: Corps of Engineers.
    name part: Galveston District.
  name:
    name part: Texas A & M University
    role:
      role term: degree granting institution.
  type of resource: text
  genre: bibliography
  genre: Academic theses.
  origin info:
    place:
      place term: txu
    date issued: 1976
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: print
    extent: xii, 312 leaves : illustrations ; 29 cm
  abstract: Presently, deep draft navigation channel analysis, design and review is based on empirically derived ratios of the design vessel's dimensions. Because of the radical changes in vessel operational purposes and characteristics, these ratios can no longer be safely or economically applied. The mathematical model and related theory described in this document provides the engineer with a comprehensive tool in the design and review of deep draft navigation channels. Through its use, he will be able to predict values of squat, bank suction forces and moments, equilibrium drift and rudder angles and heights of ship-generated waves for varied channel configurations, ship positions and ship velocities. Through the determination of channel section configuration sensitivity, an operationally and economically optimal design can be achieved.
  note: by Edward Thomas Gates.
  note: Vita: leaf 312.
  note: Texas A & M University
  note: Includes bibliographical references (leaves 134-144).
  subject:
    topic: Channels (Hydraulic engineering)
  subject:
    topic: Mathematical models
  subject:
    topic: Ocean Engineering
  subject:
    topic: Channels (Hydraulic engineering)
  subject:
    topic: Mathematical models
  classification: LB2370 .G38 1976
  identifier: http://proxy.library.tamu.edu/login
  identifier: https://hdl.handle.net/1969.1/DISSERTATIONS-473979
  related item:
    location:
      url: http://proxy.library.tamu.edu/login
  related item:
    location:
      url: https://hdl.handle.net/1969.1/DISSERTATIONS-473979
  record info:
    record content source: AED
    record creation date: 761220
    record change date: 20220103135055.0
    record identifier: in00000463047
    language of cataloging:
      language term: eng