TECHNICAL NOTES
Jul 1, 1984

Estimating O&M Cost When Costs Vary with Flow

Publication: Journal of Water Resources Planning and Management
Volume 110, Issue 3

Abstract

To estimate the operation and maintenance (O&M) cost of facilities, such as pumping stations, wellfields, water and wastewater treatment plants, using some type of O&M cost function, it is necessary to know the actual flow rate handled by the facility. If the flow rate varies over the life of the project, it is difficult to determine which rate to use as the average flow for the life of the project. This paper presents some easy to use graphs to assist in determining the flow rate to enter into the cost function.

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References

1.
Gumerman, R. C., Culp, R. L., and Hansen, S. P., Estimating Water Treatment Costs, EPA 600/2‐79‐162, U.S. EPA, MERL, Cincinnati, Ohio, 45268, Aug., 1979.
2.
Patterson, W. L., and Banker, R. F., Estimating Costs and Manpower Requirements for Conventional Wastewater Treatment Facilities, 17090 DAN, U.S. EPA, Washington, D.C., 1971.
3.
Pound, C. E., Crites, R. W., and Griffes, D. A., Costs of Wastewater Treatment by Land Application, EPA 430/9‐75‐003, U.S. EPA, Washington, D.C., 1975.
4.
Van Note, R. H., et al., A Guide to the Selection of Cost‐Effective Wastewater Treatment Systems, EPA‐430/9‐75‐002, U.S. EPA, Washington, D.C., 1975.
5.
Walski, T. M., “Water Resources Planning Cost Estimating Tools,” IFAC Symposium, Water and Related Land Resources Systems, Pergamon Press, New York, N.Y., 1980.
6.
Walski, T. M., “Cost Savings through Pipe Design for Energy Efficiency,” AWWA National Conference, Miami, Fla., May, 1982.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 110Issue 3July 1984
Pages: 355 - 360

History

Published online: Jul 1, 1984
Published in print: Jul 1984

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Authors

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Thomas M. Walski, M. ASCE
Research Civ. Engr., U.S. Army Engineer, Waterways Experiment Station, Vicksburg, Miss. 39180

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