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contributor authorMasashi Shimada
contributor authorSyuuzi Okushima
date accessioned2017-05-08T20:39:00Z
date available2017-05-08T20:39:00Z
date copyrightJune 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A6%28736%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22343
description abstractHOW efficiently a second‐order model is handled is analysed for simplified equations governing waterhammer appearance in piping systems. A series solution method and a Newton‐Raphson method with new calculation steps are proposed, which are efficient numerical methods, through omitting trivial terms computed within a truncation error. With fewer calculations than required previously, the proposed methods can give a solution with a required accuracy without any iteration. The second‐order model, therefore, offers more accurate and efficient methods than those offered by a first‐order model. However, the second‐order model causes an error in computing steady flows; ways to remove or reduce this error are shown. The validity of the analyses is examined by numerical computations in which system parameters are varied over a wide range of parameters.
publisherAmerican Society of Civil Engineers
titleNew Numerical Model and Technique for Waterhammer
typeJournal Paper
journal volume110
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:6(736)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 006
contenttypeFulltext


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