Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/8175
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dc.contributor.authorKumar, Surendra-
dc.date.accessioned2014-11-12T07:58:26Z-
dc.date.available2014-11-12T07:58:26Z-
dc.date.issued1968-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8175-
dc.guideChandra, Satish-
dc.description.abstractThe practical importance of measuring pressures under depressed floor with sheet pile at -downstream end with finite length of the regions from where to which seepage takes place by electrical. analogy have been emphasized And recent investi-gations on pressure distribution below depressed floor are briefly reviewed. An experimental study was ,made for measuring pressures under depressed floor with .sheet pile at downstream end. The potentials were measured under the depressed floor at eleven points, it was also measured at the bottom of sheet pile and at its top in the level of depressed floor at the exi*t. Experiments were performed to ,study the effects of•upstream seepage length, downstream seepage length, floor depression and sheet pile .depth, on the pressure distribution below the depressed floor. These studies led to conclude that with increase of the , upstream seeapge length pressures below the floor. increases, that as the downstream seepage length increases the pressures below floor. decreases also that fall of pressure is ,sapid in case of shallow depressed floor and that with the increase in -sheet pile depth the potential below the floor increases.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectTWO DIMENSIONAL SEEPAGEen_US
dc.subjectFINITE REGIONSen_US
dc.subjectDOWN STREAM END CUT OFFen_US
dc.titleSTUDY OF TWO DIMENSIONAL SEEPAGE FROM FINITE REGIONS BELOW DEPRESSED FLOOR WITH DOWN STREAM END CUT OFFen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number105178en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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