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contributor authorJ. E. van Zyl
contributor authorA. O. Lambert
contributor authorR. Collins
date accessioned2017-12-16T09:07:41Z
date available2017-12-16T09:07:41Z
date issued2017
identifier other%28ASCE%29HY.1943-7900.0001346.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238925
description abstractThe hydraulics of leakage and intrusion flows through leak openings in pipes is complicated by variations in the leak areas owing to changes in pressure. This paper argues that the pressure–area relationship can reasonably be assumed to be a linear function, and a modified orifice equation is proposed for more realistic modeling of leakage and intrusion flows. The properties of the modified orifice equation are explored for different classes of leak openings. The implications for the current practice of using a power equation to model leakage and intrusion flows are then investigated. A mathematical proof is proposed for an equation linking the parameters of the modified orifice and power equations using the concept of a dimensionless leakage number. The leakage exponent of a given leak opening is shown to generally not be constant with variations in pressure and to approach infinity when the leakage number approaches a value of minus one. Significant modeling errors may result if the power equation is extrapolated beyond its calibration pressure range or at high exponent values. It is concluded that the modified orifice equation and leakage number provide a more realistic description of leakage and intrusion flows, and it is recommended that this approach be adopted in modeling studies.
publisherAmerican Society of Civil Engineers
titleRealistic Modeling of Leakage and Intrusion Flows through Leak Openings in Pipes
typeJournal Paper
journal volume143
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001346
treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 009
contenttypeFulltext


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