Friction loss tests on cement lined steel pipes Dudgeon, C. R. en_US 2021-11-25T12:39:33Z 2021-11-25T12:39:33Z 1983 en_US
dc.description.abstract Friction loss testa were carried out on a 287mm I.D. cement mortar lined pipeline. The test length was 81 m. consisting of 9 x 9m lengths of flanged pipe, preceded by a 36 m long approach section. The steel pipes were centrifugally lined. The results showed that over the range of Reynolds numberts from 4.7 x 10 to the fourth to 8.1 x 10 to the fifth achieved during the tests, Darcy friction factors for the pipe followed the Colebrook-White transition function with a roughness k of .01 mm. en_US
dc.description.sponsorship Steel Mains Pty. Ltd., Melbourne. en_US
dc.identifier.isbn 0858242745 en_US
dc.language English
dc.language.iso EN en_US
dc.publisher University of New South Wales - Water Research Laboratory en_US
dc.rights CC BY-NC-ND 3.0 en_US
dc.rights.uri en_US
dc.source Legacy MARC en_US
dc.subject.other friction loss en_US
dc.subject.other head loss en_US
dc.subject.other pipe flow en_US
dc.subject.other pipes en_US
dc.title Friction loss tests on cement lined steel pipes en_US
dc.type Report en
dcterms.accessRights open access
dspace.entity.type Publication en_US
unsw.description.notePublic Supplementary notes: W.R.L. Technical Report 80/14 reprint. Number of pages: 17pp en_US
unsw.identifier.doi Sydney en_US
unsw.relation.faculty Engineering
unsw.relation.ispartofreportnumber 158 en_US
unsw.relation.originalPublicationAffiliation Dudgeon, C. R., Water Research Laboratory, UNSW en_US
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