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contributor authorSam Fox
contributor authorWill Shepherd
contributor authorRichard Collins
contributor authorJoby Boxall
date accessioned2017-12-30T12:55:22Z
date available2017-12-30T12:55:22Z
date issued2016
identifier other%28ASCE%29HY.1943-7900.0001040.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243440
description abstractIt has been hypothesized that negative pressures caused by transients within water distribution systems may result in ingress of contaminated groundwater through leaks and hence pose a risk to public health. This paper presents results of contaminant ingress experiments from a novel laboratory facility at The University of Sheffield. An engineered leak surrounded by porous media was subjected to pressure transients resulting from the rapid closure of an upstream valve. It has been shown that a pollutant originating externally was drawn in and transported to the end of the pipe loop. This paper thus presents the first fully representative results proving the occurrence and hence, risk to potable water quality of contaminant ingress.
publisherAmerican Society of Civil Engineers
titleExperimental Quantification of Contaminant Ingress into a Buried Leaking Pipe during Transient Events
typeJournal Paper
journal volume142
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001040
page04015036
treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 001
contenttypeFulltext


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