BRINK DEPTH METHOD IN RECTANGULAR CHANNEL

Supplementary experiments for the brink depth method in a rectangular channel are described including changes of channel slope and channel roughness. The ratio of the end depth and the critical depth Y sub e/Y sub c = 0.715, as suggested by Rouse was confirmed for Reynolds numbers ranging from 2 x 10 to the 4 power to 10 to the 6 power.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/07339437
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Kraijenhoff, D A
  • Dommerholt, A
• Publication Date: 1977-6

Media Info

• Features: Figures; References;
• Pagination: p. 171-177
• Serial:
  • Journal of Irrigation and Drainage Engineering
  • Volume: 103
  • Issue Number: IR2
  • Publisher: American Society of Civil Engineers
  • ISSN: 0733-9437
  • Serial URL: https://ascelibrary.org/journal/jidedh

Subject/Index Terms

• TRT Terms: Critical depth; Ditches; Reynolds number; Roughness; Slopes
• Subject Areas: Highways; Hydraulics and Hydrology;

Filing Info

• Accession Number: 00164034
• Record Type: Publication
• Report/Paper Numbers: ASCE 12971
• Files: TRIS
• Created Date: Nov 9 1977 12:00AM