Techniques for time-reversed unsteady flow computations are described and two applications are given. In the first application, flow conditions along a natural waterway were simulated by using the downstream stage hydrograph and a rating relationship as boundary conditions. In the second application, the oscillating flow conditions (with both positive and negative discharges) in an artificial canal of zero bottom slope were simulated using a stage and a discharge hydrograph from either end of the canal as input.

  • Supplemental Notes:
    • Third Annual Sumposium on Inland Waterways for Navigation, Flood Control and Water Diversions, Colorado State University, Fort Collins, August 10-12, 1976.
  • Corporate Authors:

    American Society of Civil Engineers

    345 East 47th Street
    New York, NY  United States  10017-2398
  • Authors:
    • Chu, H
  • Publication Date: 1976

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00156536
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Report/Paper Numbers: 2 Vols.
  • Files: TRIS
  • Created Date: Jul 2 1977 12:00AM