1. Shodhbhagirathi @ IITR
  2. WATER RESOURCES & DEVELOPMENT MANAGMENT
  3. MASTERS' THESES (WRDM)
Please use this identifier to cite or link to this item: http://localhost:8081/jspui/handle/123456789/3970
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dc.contributor.authorTin, Kyaw-
dc.date.accessioned2014-10-05T08:27:07Z-
dc.date.available2014-10-05T08:27:07Z-
dc.date.issued1974-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/3970-
dc.guideSingh, Bharat-
dc.guideThein, Win-
dc.description.abstractThe existing literature on resistance to flow in rigid open channel was reviewed in 2 parts, (1) emperical and (2) Semi theoretical approach. Dimensional analysis was used to find out the dimensionless parameters affecting the friction factor I in rigid open channel and it is found that is a function of Re and h•.. In order to verify that _ 0 ( Re, k ), experiments were carried out s in smooth channel and rough channel with 2 different sizes of roughness ( d=1.4 mm, d = 2.415 mm )separa--tely in glass sided tilting rectangular channel of ft wide and 40 ft long. The graph of j Vs Re with respective k was plotted with our experimental data and was found to be quite similar to the graph for friction factor in pipe flow. Equations for determining " ' " in smooth and rough channels for different types of flow were developed by using the Logarithamic Velocity Distri--bution Law.en_US
dc.language.isoenen_US
dc.subjectWATER RESOURCES DEVELOPMENT AND MANAGEMENTen_US
dc.subjectFRICTION FACTORen_US
dc.subjectRIGID OPEN CHANNELSen_US
dc.subjectLOGARITHAMIC VELOCITY DISTRI-BUTION LAWen_US
dc.titleSTUDY ON FRICTIONFACTOR IN RIGID 'OPEN CHANNELSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number108855en_US
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