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Numerical Investigation of Free Overfall from a Circular Pipe Flowing Full Upstream

  • Published:2017-06 Issue:6 Volume:143 Page:04017004
  • ISSN:0733-9429
  • Container-title:Journal of Hydraulic Engineering
  • language:en
  • Short-container-title:J. Hydraul. Eng.

Author:

Afrin T.1,Kaye N. B.2,Khan A. A.3,Testik F. Y.4

Affiliation:

1. Graduate Student, Glenn Dept. of Civil Engineering, Clemson Univ., 123 Lowry Hall, Clemson, SC 29634-0911.

2. Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., 110 Lowry Hall, Clemson, SC 29634-0911 (corresponding author).

3. Professor, Glenn Dept. of Civil Engineering, Clemson Univ., 218 Lowry Hall, Clemson, SC 29634-0911.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, San Antonio, TX 78249-3209.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference26 articles.

1. Direct solution for discharge in circular free overfall

2. The circular free overfall;Ali K. H. M.;Water Power Dam Constr.,1977

3. ANSYS FLUENT1 4.0 [Computer software]. ANSYS Canonsburg PA.

4. Propagation of an Air-Water Interface from Pressurized to Free-Surface Flow in a Circular Pipe

5. Gravity currents and related phenomena

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