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contributor authorRichard Harvey
contributor authorEdward A. McBean
contributor authorBahram Gharabaghi
date accessioned2017-05-08T22:03:48Z
date available2017-05-08T22:03:48Z
date copyrightApril 2014
date issued2014
identifier other%28asce%29wr%2E1943-5452%2E0000405.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70216
description abstractEffective management of aging water distribution infrastructure is essential for preserving the economic vitality of North American municipalities. Historical failures within Scarborough, Ontario, Canada, reveal a seasonal pattern to water main failures, with the majority of failures occurring during the very cold winter months. Extensive installation of cement mortar lining and cathodic protection have extended the life span of aging water mains and reduced escalating failure rates. Artificial neural networks are found to be capable of predicting the time to failure for individual pipes using a range of pipe-specific attributes, including diameter, length, soil type, construction year, and the number of previous failures. The developed models have correlation coefficients ranging from 0.70–0.82 on instances reserved for evaluating predictive performance and have utility on an asset-by-asset basis when planning water main inspection, maintenance, and rehabilitation. Simulated failure scenarios indicate a return to high failure rates if cement mortar lining and cathodic protection are not extended to all candidate pipes in the distribution system.
publisherAmerican Society of Civil Engineers
titlePredicting the Timing of Water Main Failure Using Artificial Neural Networks
typeJournal Paper
journal volume140
journal issue4
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000354
treeJournal of Water Resources Planning and Management:;2014:;Volume ( 140 ):;issue: 004
contenttypeFulltext


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