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DC Field | Value | Language |
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dc.contributor.author | Mishra, G. C. | - |
dc.contributor.author | Bhargava, D. N. | - |
dc.date.accessioned | 2019-10-14T10:43:11Z | - |
dc.date.available | 2019-10-14T10:43:11Z | - |
dc.date.issued | 2000 | - |
dc.identifier.uri | http://117.252.14.250:8080/jspui/handle/123456789/3733 | - |
dc.description.abstract | An 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.iso | en | en_US |
dc.publisher | National Institute of Hydrology | en_US |
dc.subject | Unsteady seepage from a canal | en_US |
dc.subject | Duhamel's principle | en_US |
dc.title | Theme 2-2-Unsteady seepage from a canal | en_US |
dc.type | Technical Report | en_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 |
Files in This Item:
File | Description | Size | Format | |
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Theme 2-2-Unsteady seepage from a canal.pdf | 99.67 kB | Adobe PDF | View/Open |
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