A MathCAD procedure for commercial pipeline hydraulic design considering local energy losses

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dc.authoridYildirim, Gurol -- 0000-0003-1899-5379
dc.contributor.authorYıldırım, Gürol
dc.contributor.authorSingh, Vijay Pal
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-29T19:29:07Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-29T19:29:07Z
dc.date.issued2010
dc.departmentMühendislik Fakültesi
dc.description.abstractUsing a power type equation for friction factor, this paper presents a design procedure which provides accurate solutions for three types of pipe design problems (Types A-C) taking into consideration the effect of local losses. The parameters introduced in the power type equation are related to the type and size of commercial pipes. Thus, several dimensionless physical numbers, obtained by suitably combining the variables relevant for the solution of Type B and Type C problems, are also introduced. For solution of the general case of a Type B problem (sloping pipe with pumping power), a user-friendly MathCAD procedure, which produces a consistent framework for analyzing and solving common piping-system applications problem, is also developed. In order to evaluate the accuracy of the proposed procedure, several design examples are analyzed for three types of commercial pipes and a wide range of uniform pipe slope, and the results are shown as design curves. These curves have practical importance, because they permit to quickly determine the values of required variables for a given pipe slope. The results of the proposed method are compared with those obtained from the methods existing in the professional practice.
dc.description.sponsorshipThe Scientific and Technological Research Council of Turkey (TUBITAK) [2219]
dc.description.sponsorshipThe Scientific and Technological Research Council of Turkey (TUBITAK) is acknowledged for supporting by the fellowships and grant program (2219) during the studies in the Texas A&M University/BAEN. The author also thanks to the Editor and the anonymous reviewers for providing constructive reviews and criticism on the content of the paper, in advance.
dc.identifier.doi10.1016/j.advengsoft.2009.10.007
dc.identifier.endpage496en_US
dc.identifier.issn0965-9978
dc.identifier.issue3en_US
dc.identifier.scopusqualityQ1
dc.identifier.startpage489en_US
dc.identifier.urihttps://doi.org/10.1016/j.advengsoft.2009.10.007
dc.identifier.urihttps://hdl.handle.net/20.500.12451/6130
dc.identifier.volume41en_US
dc.identifier.wosWOS:000274616900012
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherELSEVIER SCI
dc.relation.ispartofADVANCES IN ENGINEERING SOFTWARE
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectWater Distribution Networks
dc.subjectPipeline Design
dc.subjectCommercial Pipes
dc.subjectPipe Hydraulics
dc.subjectPressurized Flows
dc.subjectSteady-State Analysis
dc.subjectSoftware
dc.subjectMathCAD
dc.titleA MathCAD procedure for commercial pipeline hydraulic design considering local energy losses
dc.typeArticle

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