Rational Design of a Pump-Sump and Its Model Testing

Author:

Ahmad Z.1223,Jain B.1223,Kumar S.1223,Mittal M. K.1223

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee-247667 (UA), India (corresponding author).

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee-247667 (UA), India.

3. Emeritus Fellow, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee-247667 (UA), India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference27 articles.

1. Critical submergence for horizontal intakes in open channel flows;Ahmad Z.;J. Dam Eng.,2008

2. American National Standards Institute (ANSI). 1998). “Pump intake design.” ANSI/HI 9.8 New York.

3. American National Standards Institute (ANSI). (2001). “Centrifugal and vertical pumps for allowable nozzle loads.” ANSI/HI 9.6.2 New York.

4. Flow in a free vortex;Anwar H. O.;Water Power,1965

5. Formation Of A Weak Vortex

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