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dc.contributor.authorNdegwa, A.W
dc.contributor.authorKimathi, M.M
dc.contributor.authorKinyanjui, M.N
dc.date.accessioned2019-01-25T07:54:09Z
dc.date.available2019-01-25T07:54:09Z
dc.date.issued2015
dc.identifier.issn2231-0851
dc.identifier.urihttp://ir.mksu.ac.ke/handle/123456780/2194
dc.description.abstractAnunsteadyincompressiblefullydevelopedflowinahorizontalflexibleandpermeableannularpipe of elliptic cross-section under the action of gravity is studied. The solution is obtained through a homogenization method by employing a small scale separation parameter that approximates the pipe in the form of a series. The results in terms of velocity and pressure distributions and mass flow rate inside the pipe and through the pipe wall are presented and discussed. It is shown that the pipe thickness has no influence on the water flow through the pores. We also propose that for the efficient use of water for irrigation, the elliptical pipe should be laid in a vertical position.en_US
dc.language.isoen_USen_US
dc.publisherBritish Journal of Mathematics and Computer Scienceen_US
dc.subjectElliptical cross-sectionen_US
dc.subjectMass flow rateen_US
dc.subjectPermeabilityen_US
dc.subjectFully developed Flowen_US
dc.subjectScale separationen_US
dc.subjectHomogenizationen_US
dc.titleMathematical Modelling of Water Flow of Irrigation in a Permeable Pipe of Elliptical Cross-sectionen_US
dc.typeArticleen_US


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