A previously developed subcritical (submerged) flow analysis for open channel constrictions has been shown to be generally applicable to computing backwater due to bridges, whether the flow prior to bridge placement is uniform or nonuniform (abnormal stage-discharge condition). Existing backwater equations have been shown to fit the subcritical flow anlaysis.

  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Skogerboe, G V
    • Barrett, JWH
    • Walker, W R
    • Austin, L H
  • Publication Date: 1973-6

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00046705
  • Record Type: Publication
  • Source Agency: American Society of Civil Engineers
  • Report/Paper Numbers: 9799 Proceed
  • Files: TRIS
  • Created Date: Oct 10 1974 12:00AM