TECHNICAL PAPERS
Jun 13, 2003

Hydraulic Performance Index of a Sewer Network

Publication: Journal of Hydraulic Engineering
Volume 129, Issue 7

Abstract

An objective methodology is proposed for evaluating the hydraulic performance for possible rehabilitation of sewer systems. It involves assigning a hydraulic performance index to each pipe section. This hydraulic index reflects both the local surcharge in a pipe and the surcharge induced at upstream sections of the same branch in a sewer network. The hydraulic index also takes into account the vulnerability and the retention capacity of each pipe section. This index may be used directly to establish the rehabilitation priority of different sections to maximize hydraulic performance for the entire network. This methodology was successfully applied to the sewer system of the city of Laval in Canada. The results show how pipe dimensions and locations have the effect of surcharging or relieving a pipe network and how the hydraulic performance index adequately rates the contributions of sewer network components.

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References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 129Issue 7July 2003
Pages: 504 - 510

History

Received: May 22, 2000
Accepted: Oct 2, 2002
Published online: Jun 13, 2003
Published in print: Jul 2003

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Authors

Affiliations

Saad Bennis
PEng, PhD Professor, École de Technologie Supérieure, Dépt. de Génie de la Construction, 11100 Notre-Dame Ouest, Montréal, PQ, Canada H3C 1K3.
Jamal Bengassem
PEng, PhD, Centre d’Expertise et de Recherche en Infrastructure Urbaine, 321, Rue de la Commune Ouest, Montréal PQ, Canada H2Y 2E1.
Pierre Lamarre
PEng, Msc., City of Laval, Bur 300, C. P. 422, Succursale St-Martin, Laval PQ, Canada H7V 3Z4.

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