Please use this identifier to cite or link to this item: http://117.252.14.250:8080/jspui/handle/123456789/3733
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dc.contributor.authorMishra, G. C.-
dc.contributor.authorBhargava, D. N.-
dc.date.accessioned2019-10-14T10:43:11Z-
dc.date.available2019-10-14T10:43:11Z-
dc.date.issued2000-
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/3733-
dc.description.abstractAn analytical solution for unsteady seepage from a canal is derived using Duhamel's principle, the basic solution for water level rise due to steady recharge from a strip source given by Poluborinova - Kochina and the non-linear relationship between influent seepage and hydraulic head difference proposed by Rushton and Redshaw. The parameters appearing in Rushton and Redshaw's proposed non-linear equation for influent seepage have been derived. Variation of seepage with time has been presented in non-dimensional form. Linear relationship for shallow water table condition over estimates seepage from a canal. When water table is at large depth, the linear relationship is not applicable. Seepage losses per unit area is higher for canal with smaller width.en_US
dc.language.isoenen_US
dc.publisherNational Institute of Hydrologyen_US
dc.subjectUnsteady seepage from a canalen_US
dc.subjectDuhamel's principleen_US
dc.titleTheme 2-2-Unsteady seepage from a canalen_US
dc.typeTechnical Reporten_US
Appears in Collections:ICIWRM-2000, Proceedings of International Conference on Integrated Water Resources Management for Sustainable Development, 19-21 December, 2000, New Delhi, India Vol.-I

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