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http://nopr.niscpr.res.in/handle/123456789/38346Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Das, S | - |
| dc.date.accessioned | 2016-12-09T04:55:41Z | - |
| dc.date.available | 2016-12-09T04:55:41Z | - |
| dc.date.issued | 1989-06 | - |
| dc.identifier.issn | 0975-1033 (Online); 0379-5136 (Print) | - |
| dc.identifier.uri | http://nopr.niscair.res.in/handle/123456789/38346 | - |
| dc.description | 118-123 | en_US |
| dc.description.abstract | A criterion for initiation of bed-load transport on a gently sloping (  3 ᵒ) beach has been established by balancing the forces acting on a sediment particle lying on the slope. A relationship for the instantaneous rate of bed-load transport on a gently slope has been derived from a simple and quasi-steady-analysis of the motion of sedimentary particles. A gentle slope produces net movement of sediment even under oscillatory flow. The proposed theory shows a reasonable agreement with experiments conducted on a near horizontal bed (slope up to 1.5 ᵒ). | en_US |
| dc.language.iso | en_US | en_US |
| dc.publisher | NISCAIR-CSIR, India | en_US |
| dc.rights |  CC Attribution-Noncommercial-No Derivative Works 2.5 India | en_US |
| dc.source | IJMS Vol.18(2) [June 1989] | en_US |
| dc.title | Numerical analysis of bed-load sediment transport under oscillatory flow on a gently sloping beach | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | IJMS Vol.18(2) [June 1989] | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| IJMS 18(2) 118-123.pdf | 383.96 kB | Adobe PDF | View/Open |
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