TECHNICAL PAPERS
Oct 1, 2006

Statistical Modeling of the Serviceability of Sewage Pumps

Publication: Journal of Hydraulic Engineering
Volume 132, Issue 10

Abstract

Sewage pumping stations represent an element of the sewer system, which is directly responsible for affecting serviceability; i.e., failing pumps may result in combined sewer overflows or flooding. However, failures of sewage pumps are not yet incorporated in sewer assessments due to lack of data. This paper presents the analysis of pump failure data provided by two sewer management authorities in The Netherlands. Pump failures have been studied accounting for the nature of the failures, the operation and maintenance procedures of the management authority, the aging of the pumps, and the changes in the environment of pumps. The analysis shows that sewage pumps fail relatively often due to the composition of sewage and the discontinuous operation of the pumps. The interarrival time and the duration of failures are highly variable and independent of the specific function of the pump. Resulting pump failure characteristics are applied in a Monte Carlo simulation to calculate the impact of failures on combined sewer overflow volumes. The results indicate that the serviceability of sewer systems is significantly affected by failing pumps. Therefore, including pump availability in sewer system assessments should be considered.

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Acknowledgments

This paper describes the results of a research, which was financially supported by and carried out in close cooperation with HKV Consultants (Lelystad, The Netherlands) and the RIONED Foundation (Ede, The Netherlands). The writers would like to thank HKV and RIONED for their support. In addition, they are also grateful to the Department of Public Works of Rotterdam and the Department of Water Management and Sewerage of Amsterdam for providing the time series of failures of sewage pumps.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 132Issue 10October 2006
Pages: 1076 - 1085

History

Received: Jun 15, 2004
Accepted: Dec 8, 2005
Published online: Oct 1, 2006
Published in print: Oct 2006

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Authors

Affiliations

Hans Korving [email protected]
Consultant, Witteveen+Bos, P.O. Box 233,7400 AE, Deventer, The Netherlands (corresponding author). E-mail: [email protected]
François H. L. R. Clemens [email protected]
Professor, Dept. of Sanitary Engineering, Faculty of Civil Engineering, Delft Univ. of Technology, P.O. Box 5048, 2600 GA, Delft, The Netherlands; and, Witteveen+Bos, P.O. Box 233,7400 AE, Deventer, The Netherlands. E-mail: [email protected]
Jan M. van Noortwijk [email protected]
Professor, Faculty of Electrical Engineering, Mathematics and Computer Science, Delft Univ. of Technology, P.O. Box 5031, 2600 GA, Delft, The Netherlands; and, HKV Consultants, P.O. Box 2120, 8203 AL, Lelystad, The Netherlands. E-mail: [email protected]

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