Prediction models for sewer infrastructure utilizing rule-based simulation
Management of infrastructure projects is becoming increasingly challenging due to inherent uncertainties. The most effeective way to deal with uncertainty is to collect supplementary information and knowledge. When expensive or infeasible, quantification of uncertainty may be performed using analyti...
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Published in | Civil engineering and environmental systems Vol. 21; no. 3; pp. 169 - 185 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
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Taylor & Francis
01.09.2004
Taylor and Francis |
Subjects | |
Online Access | Get full text |
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Summary: | Management of infrastructure projects is becoming increasingly challenging due to inherent uncertainties. The most effeective way to deal with uncertainty is to collect supplementary information and knowledge. When expensive or infeasible, quantification of uncertainty may be performed using analytical or simulation techniques. The City of Edmonton, Canada has approximately 4600 km of sewer pipes in the combined, sanitary, and storm sewer local systems with uncertainty issues related to deterioration. The City has taken a proactive approach with respect to sewer rehabilitation, as it is more cost-effeective to repair a defective pipe prior to failure rather than after a collapse. This article demonstrates an approach for predicting the condition of a sewer pipe and the related cost of rehabilitation, given the limited data. Three models are described in this article that are developed to assist the City of Edmonton to effeectively plan maintenance expenditure. Each model uses a combination of rule-based simulation and probability analysis to assist in the planning of future expenditures for sewer maintenance, thereby producing an invaluable planning tool.
Tel.: 780-440-7188, E-mail: ashraf.el-assaly@ue-1.com
Tel.: 403-220-6892; E-mail: janaka@ucalgary.ca |
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Bibliography: | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 1028-6608 1029-0249 |
DOI: | 10.1080/10286600410001694192 |