Effects of Approach Flow Conditions on Pump Sump Design

Author:

Arboleda Gustavo,El-Fadel Mutasem

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference23 articles.

1. Arboleda G. (1994). “Hydraulic model study of the Natomas east main drain canal pump station.” Tech. Rep. Water Resources Engineering Inc. Fremont Calif.

2. Dicmas J. L. (1978). “Effect of intake structure modifications on the hydraulic performance of a mixed flow pump.” Proc. IAHR ASME and ASCE Joint Symp. on Des. and Operation of Fluid Machinery Colorado State University Fort Collins Colo. 403–412.

3. Dicmas J. L. (1987). “Sump design.” Vertical turbine mixed flow and propeller pumps McGraw-Hill New York N.Y.

4. Electric Power Research Institute. (1980). “Evaluation of basic causes of repetitive failures of nuclear and fossil feedwater pumps.” EPRI Rep. NP-1571 Palo Alto Calif.

5. Fletcher B. P. (1979). “Pumping station field performance.” Tech. Rep. HL-79-7 U.S. Army Corps of Engrs. Wtrwys. Experiment Station Vicksburg Miss.

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