Three-Dimensional CFD Predications and Experimental Comparison of Pressure Drop of Some Common Pipe Fittings in Turbulent Flow
Author:
Affiliation:
1. Professor, Dept. of Mechanical Engineering, Univ. of Nevada, Las Vegas, NV 89154-4027.
2. Graduate student, at UNLV Dept. of Mechanical Engineering, Univ. of Nevada, Las Vegas, NV 89154-4027.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Waste Management and Disposal,Energy Engineering and Power Technology,Nuclear Energy and Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9402%282006%29132%3A2%2861%29
Reference14 articles.
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2. Erosion prediction in slurry pipeline tee-junctions
3. Coffield R. D. McKeown P. T. and Hammond R. B. (1997). “Irrecoverable pressure loss coefficients for two elbows in series with various orientation angles and separation distances.” ASME Fluids Eng. Div. (Publ.) FED 5 Fluid Measurements and Instrumentation 7p.
4. Ellison T. K. Hatziavramidis D. T. Sun B. and Gidaspow D. (1997). “Computational fluid dynamics (CFD) model for phase separation at branching tee junctions.” Proc. SPE Annual Western Regional Meeting A New Dawn in the Old West 211–225.
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