Measurement of Vortices in Model Pump-Intake Bay by PIV

Author:

Rajendran V. P.12,Patel V. C.12

Affiliation:

1. Res. Asst. Prof., Dept. of Aerosp. Engrg., Univ. of Cincinnati, Cincinnati, OH 45221-0070; formerly, Grad. Res. Asst., Iowa Inst. of Hydr. Res., and Dept. of Mech. Engrg., Univ. of Iowa, Iowa City, IA 52242-1585.

2. Dir., Iowa Inst. of Hydr. Res.; Univ. of Iowa Found. Distinguished Prof., Dept. of Mech. Engrg., Univ. of Iowa, Iowa City, IA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference17 articles.

1. Adrian R. J. (1986). “Image shifting technique to resolve directional ambiguity in double pulsed velocimetry.” Appl. Optics 25(21) 3855–3858.

2. Ansar M. ( 1997). “Experimental and theoretical studies of pump-approach flow distributions at water intakes ” PhD thesis University of Iowa Iowa City Iowa.

3. Formation Of A Weak Vortex

4. VORTICES AT VERTICALLY INVERTED INTAKE

5. Chang E. (1977). “Review of literature on the formation and modeling of vortices in rectangular pump sumps.” BHRA Rep. No. TN 1414 British Hydromechanic Research Association Wallingford U.K.

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