Hydraulic Jumps in Sloping Channels: Sequent Depth Ratio
Author:
Affiliation:
1. Associate Professor, Isfahan Univ. of Technology (IUT), Isfahan 84156-83111, Iran (corresponding author).
2. Associate Professor, Isfahan Univ. of Technology (IUT), Isfahan 84156-83111, Iran.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282006%29132%3A10%281061%29
Reference16 articles.
1. Hydraulic jump in adverse channel slopes;Abdul Khadar M. H.;J. Irrig. Pwr. India,1972
2. Hydraulic jump in adverse basin slopes;Abrishami J.;Int. J. Water Res. Eng.,1994
3. Hydraulic design of stilling basins: Stilling basin with sloping apron (Basin V);Bradley J. N.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1957
4. Hydraulic Jump in Sloping Channels
5. B-jump in sloping channel
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