Bubble Movement in Downward-Inclined Pipes
Author:
Affiliation:
1. VAW, ETH Zurich, CH-8092 Zurich, Switzerland.
2. ETH Zurich, STUCKY LTD, CH-1020 Renens, Switzerland; formerly, VAW, ETH Zurich, CH-8092 Zurich, Switzerland (corresponding author).
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%29HY.1943-7900.0000093
Reference9 articles.
1. Ervine D. A. and Himmo S. K. (1984). “Modelling the behavior of air pockets in closed conduit hydraulic systems.” Proc. Symp. on Scale Effects in Modeling Hydraulic Structures.
2. Escarameia M. Dabrowski C. Gahan C. and Lauchlan C. (2005). “Experimental and numerical studies on movement of air in water pipelines.” Rep. No . SR 661-3.0 HR Wallingford Wallingford U.K.
3. Falvey H. T. (1980). “Air-water flow in hydraulic structures.” Rep. No . 41 U.S. Dept. of the Interior Water and Power Resources Services Denver.
4. Drag coefficients for air bubbles rising along an inclined surface
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