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contributor authorPhu D. Tran
date accessioned2017-05-08T22:11:43Z
date available2017-05-08T22:11:43Z
date copyrightMarch 2015
date issued2015
identifier other39282067.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73223
description abstractCheck valves are normally installed at pumping stations to prevent reverse flow through pumps after pump shutdown. Check-valve slam appears to be among the most common causes of water hammer in water supply systems. A methodology for the selection of a suitable check valve for a new pumping station to prevent water hammer after pump shutdown appears to be inadequate at present. A method for analyzing pressure surges caused by check-valve closure after pump shutdown, taking into account valve characteristics as well as characteristics of the pumping system, is proposed in this paper. This method can be used to select the most economical check valve at the design stage that will prevent slamming by limiting the pressure surge to a desired value.
publisherAmerican Society of Civil Engineers
titlePressure Transients Caused by Tilting-Disk Check-Valve Closure
typeJournal Paper
journal volume141
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000958
treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 003
contenttypeFulltext


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