1. Shodhbhagirathi @ IITR
  2. CIVIL ENGINEERING
  3. MASTERS' THESES (Civil Engg)
Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/8592
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dc.contributor.authorMohan, D. M.-
dc.date.accessioned2014-11-15T08:29:25Z-
dc.date.available2014-11-15T08:29:25Z-
dc.date.issued1977-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8592-
dc.guideKhanna, P.-
dc.description.abstractThe most widely used Haz en-William' s formula in environmental engineering practice has been discussed, its limitations listed and errors quantified, A modified Hazen Williams formula, has been derived for exact estimation of velocity and frictional resistance in pipes used for water supply and waste water collection, The effect of viscosity and age on the carrying capacity of pipes have also been discussed and design recommendations listed. The use of the modified formula, or the nomograph (or the slide rule) thereof obviated the limitations of the Hazen Williams' formula„en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectHAZ EN-WILLIAM' S FORMULAen_US
dc.subjectWASTE WATER COLLECTIONen_US
dc.subjectWATER SUPPLYen_US
dc.titleA MODIFIED HAZEN—WILLIAMS' FORMULAen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number109822en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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