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Flow Conditions of Undular Hydraulic Jumps in Horizontal Rectangular Channels

  • Published:2003-12 Issue:12 Volume:129 Page:948-955
  • ISSN:0733-9429
  • Container-title:Journal of Hydraulic Engineering
  • language:en
  • Short-container-title:J. Hydraul. Eng.

Author:

Ohtsu Iwao1,Yasuda Youichi2,Gotoh Hiroshi3

Affiliation:

1. Professor, Dept. of Civil Engineering, Nihon Univ., College of Science and Technology. Kanda Surugadai 1-8-14 Chiyoda-ku, Tokyo, 101-8308, Japan.

2. Associate Professor, Dept. of Civil Engineering, Nihon Univ., College of Science and Technology, Tokyo, Japan.

3. Research Associate, Dept. of Civil Engineering, Nihon Univ., College of Science and Technology, Tokyo, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference14 articles.

1. Undular hydraulic jump.;Andersen V. M.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1978

2. Discussions

3. Hydraulic condition for undular-jump formations

4. Characteristics of Undular Hydraulic Jumps: Experimental Apparatus and Flow Patterns

5. Chow V. T. (1959). Open channel hydraulics McGraw-Hill New York.

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