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contributor authorE. Benjamin Wylie
date accessioned2017-05-08T20:38:57Z
date available2017-05-08T20:38:57Z
date copyrightApril 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A4%28539%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22314
description abstractThe basic continuity equation, as it appears in liquid hammer problems, in terms of velocity, and pressure or piezometric head is examined. The term involving the slope of the pipeline is logically removed from the equation to resolve a long-standing troublesome issue in numerical solutions.
publisherAmerican Society of Civil Engineers
titleFundamental Equations of Waterhammer
typeJournal Paper
journal volume110
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:4(539)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
contenttypeFulltext


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