Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/4168
DC FieldValueLanguage
dc.contributor.authorDias, Frederic-
dc.contributor.authorLazari, Lazaros-
dc.contributor.authorDias, Frederic-
dc.contributor.authorLazari, Lazaros-
dc.contributor.otherΧριστοδουλίδης, Παύλος-
dc.date.accessioned2012-04-27T06:41:15Zen
dc.date.accessioned2013-05-17T10:36:11Z-
dc.date.accessioned2015-12-09T12:01:17Z-
dc.date.available2012-04-27T06:41:15Zen
dc.date.available2013-05-17T10:36:11Z-
dc.date.available2015-12-09T12:01:17Z-
dc.date.issued2011-
dc.identifier.citationProceedings of the World Congress on Engineering, 2011, Volume 1, London, U.K.en_US
dc.identifier.isbn9789881821065-
dc.identifier.issn20780958-
dc.identifier.issn20780966-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4168-
dc.description.abstractThe flow of a stream coming out of a pipe and hitting a horizontal wall is considered. Both cases of rising and falling flows are studied. First, for the rising flow, depending on the length of the wall L and the Froude number F, the wall can either divert the stream or lead to its detachment. The problem is reformulated using conformal mappings and the resulting problem is then solved by a collocation Galerkin method. A particular form is assumed for the solution, satisfying Bernoulli's equation on the free surfaces at certain discrete points. The resulting equations are solved by Newton's method. Solution profiles are presented for particular values of F and the question of the lift exerted on the wall is addressed. Then, the falling flow case is studied in the presence of a horizontal wall of infinite length. Depending on the elevation H of the pipe relative to the horizontal wall and F, the flow can either leave the pipe tangentially or detach from the edge of the pipe. Results are presented showing either a tangential departure from the pipe and no squeezing, or a tangential departure from the pipe followed by squeezing of the liquid. Finally, the cases of flows in the presence of stagnation points are discussed.en
dc.formatpdfen
dc.language.isoenen_US
dc.subjectFree-surface flowen
dc.subjectImpacten
dc.subjectJeten
dc.subjectStagnationen
dc.titleImpact of fluid streams on horizontal wallsen_US
dc.typeConference Papersen_US
dc.collaborationCyprus University of Technologyen_US
dc.subject.categoryElectrical Engineering, Electronic Engineering, Information Engineering-
dc.countryCyprus-
dc.subject.fieldEngineering and Technology-
dc.dept.handle123456789/134en
cut.common.academicyearemptyen_US
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypeconferenceObject-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.fulltextWith Fulltext-
item.grantfulltextopen-
crisitem.author.deptDepartment of Mechanical Engineering and Materials Science and Engineering-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0003-1330-6538-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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