1. Shodhganga@INFLIBNET
  2. Jain University
  3. Department of Civil Engineering
Please use this identifier to cite or link to this item: http://hdl.handle.net/10603/203184
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DC FieldValueLanguage
dc.coverage.spatialCivil Engineering
dc.date.accessioned2018-05-07T07:22:05Z-
dc.date.available2018-05-07T07:22:05Z-
dc.identifier.urihttp://hdl.handle.net/10603/203184-
dc.description.abstractThe branching of pipes is common in water distribution system and penstock of newlinehydroelectric power plants.It is necessary to design a good branching junction/division with desired flow distribution with a minimum hydraulic loss. A branching junction introduces extra energy losses because of changes in the flow direction, velocity and flow newlinerate. newline
dc.format.extent237p.
dc.languageEnglish
dc.relation
dc.rightsuniversity
dc.titleDetermination of Pressure Losses and Flow Distribution at Pipe Trifurcation Using Experimental and Numerical Technique
dc.title.alternative
dc.creator.researcherBasappa Meti
dc.subject.keywordPipe Trifurcation
dc.description.noteReferences 233 - 237p.
dc.contributor.guideNagaraj Sitaram
dc.publisher.placeBengaluru
dc.publisher.universityJain University
dc.publisher.institutionDepartment of Civil Engineering
dc.date.registered08/09/2012
dc.date.completed10/04/2018
dc.date.awarded30/04/2018
dc.format.dimensions
dc.format.accompanyingmaterialNone
dc.source.universityUniversity
dc.type.degreePh.D.
Appears in Departments:Department of Civil Engineering

Files in This Item:
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01.title page.pdfAttached File28.38 kBAdobe PDFView/Open
02.declaration.pdf45.05 kBAdobe PDFView/Open
03.certificate.pdf44.24 kBAdobe PDFView/Open
04.acknowledgement.pdf50.36 kBAdobe PDFView/Open
05.abstract.pdf87.6 kBAdobe PDFView/Open
06.contents.pdf70.53 kBAdobe PDFView/Open
07.list of tables, figures & nomencluture.pdf143.87 kBAdobe PDFView/Open
08.chapter 1.pdf1.67 MBAdobe PDFView/Open
09.chapter 2.pdf97.18 kBAdobe PDFView/Open
10.chapter 3.pdf2.2 MBAdobe PDFView/Open
11.chapter 4.pdf1.76 MBAdobe PDFView/Open
12.chapter 5.pdf1.38 MBAdobe PDFView/Open
13.chapter 6.pdf7.75 MBAdobe PDFView/Open
14.chapter 7.pdf81.56 kBAdobe PDFView/Open
15.chapter 8.pdf47.82 kBAdobe PDFView/Open
16.references.pdf83.91 kBAdobe PDFView/Open
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