Abstract

A dynamic computer model of a pump station at a wastewater-treatment plant was developed. The model predicts pumping rates and wet well levels as a function of time. The pumps included both constant- and variable-speed pumps. Input included influent flows, pump head versus discharge curves, pump cut-in and cut-out elevations, and changes in speed for variable speed pumps. The model accurately predicted water levels in the wet well after calibration and identified problems in the original pumps sequencing.

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References

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 117Issue 6November 1991
Pages: 852 - 858

History

Published online: Nov 1, 1991
Published in print: Nov 1991

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R. Bruce Robinson, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., 73 Perkins Hall, Univ. of Tennessee, Knoxville, TN 37996
Robert Robbins
Grad. Asst., Dept. of Civ. Engrg., 73 Perkins Hall, Univ. of Tennessee, Knoxville, TN
David Martin, Associate Member, ASCE
Proj. Engr., Exxon Company U.S.A., P.O. Box 60626, New Orleans, LA 70160
Keith Harris, Associate Member, ASCE
Civ. Engr., Tennessee Eastman Company, P.O. Box 551, Building 54D, Kingsport, TN 37662

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