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dc.contributor.authorSrinath Shiv Kumar
dc.contributor.authorDulcy M. Abraham
dc.contributor.authorSeyed Saleh Behbahani
dc.contributor.authorJohn C. Matthews
dc.contributor.authorTom Iseley
dc.date.accessioned2022-01-30T21:00:02Z
dc.date.available2022-01-30T21:00:02Z
dc.date.issued11/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29PS.1949-1204.0000456.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267481
dc.description.abstractAmong the various diameter classes of ductile iron pipe (DIP) used in water distribution systems, small-diameter pipes [i.e., pipes with a diameter less than or equal to 305 mm (12 in.)] represent the largest proportion in use by length. Because small-diameter DIPs have thinner pipe walls, penetrations attributable to corrosion occur more rapidly, resulting in a higher susceptibility to corrosion-related failures compared to DIPs of larger diameters. Condition assessment (CA) technologies can provide vital information about the integrity of pipes, facilitating decision making on pipeline rehabilitation. Previous studies have demonstrated the benefits of CA technologies on medium- and large-diameter water mains that are known to have a high consequence of failure. However, there is an uncertainty about the cost-effectiveness of similar technologies on small-diameter DIPs. This study extends the discussion of condition assessment on water mains by evaluating commercially available CA technologies that are applicable specifically to small-diameter DIPs. The findings from this study could help water utilities make better informed selections of CA technologies and alleviate the skepticism regarding the value provided by these technologies.
dc.publisherASCE
dc.titleComparison of Technologies for Condition Assessment of Small-Diameter Ductile Iron Water Pipes
dc.typeJournal Paper
dc.journal.volume11
dc.journal.issue4
dc.journal.titleJournal of Pipeline Systems Engineering and Practice
dc.identifier.doi10.1061/(ASCE)PS.1949-1204.0000456
dc.page10
dc.treeJournal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 004
dc.contenttypeFulltext


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