Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102602
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorDuan, HFen_US
dc.creatorMeniconi, Sen_US
dc.creatorLee, PJen_US
dc.creatorBrunone, Ben_US
dc.creatorGhidaoui, MSen_US
dc.date.accessioned2023-10-26T07:19:46Z-
dc.date.available2023-10-26T07:19:46Z-
dc.identifier.issn0733-9429en_US
dc.identifier.urihttp://hdl.handle.net/10397/102602-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2017 American Society of Civil Engineers.en_US
dc.rightsThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/(ASCE)HY.1943-7900.0001304.en_US
dc.subjectInstantaneous acceleration-based (IAB) modelen_US
dc.subjectIntegral total energyen_US
dc.subjectLocal transient analysisen_US
dc.subjectTransient pipe flowsen_US
dc.subjectUnsteady frictionen_US
dc.subjectWeighting function-based (WFB) modelen_US
dc.titleLocal and integral energy-based evaluation for the unsteady friction relevance in transient pipe flowsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume143en_US
dc.identifier.issue7en_US
dc.identifier.doi10.1061/(ASCE)HY.1943-7900.0001304en_US
dcterms.abstractUnsteady friction and its modeling have been widely studied in transient pipe flows for its influences and modification effect on pressure waves. Such a feature is of great importance particularly in pipe systems where the extreme pressure values are due to the overlapping of pressure waves generated in different sections. This paper investigates the relevance of unsteady friction term by considering different models available in the literature. In particular, attention is focused on the following two commonly used one-dimensional (1D) models: the weighting function-based (WFB) model and the instantaneous acceleration-based (IAB) model. The investigation is executed using laboratory experiments and field tests as well as 1D/2D numerical simulations in simple pipeline systems. Realistic ranges of both initial (pretransient) conditions and geometrical characteristics are considered. The data collected in experimental tests are first used to calibrate the unsteady friction models under investigation. The validated models are then applied to identify their respective domains of applicability and the limitations. The differences between models and data are measured using the local transient analysis (LTA) norm and the integral total energy (ITE) norm along the pipeline, and the reasons for such discrepancies are explored in the paper. The practical implications of the use and improvements of different unsteady friction models for transient pipe flow simulations are discussed in the paper.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of hydraulic engineering, July 2017, v. 143, no. 7, 04017015en_US
dcterms.isPartOfJournal of hydraulic engineeringen_US
dcterms.issued2017-07-
dc.identifier.scopus2-s2.0-85018903056-
dc.identifier.eissn1943-7900en_US
dc.identifier.artn04017015en_US
dc.description.validate202310 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2162-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic University (HKPU); University of Perugia; and Royal Society of New Zealanden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6744553-
dc.description.oaCategoryGreen (AAM)en_US
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