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http://nopr.niscpr.res.in/handle/123456789/38346| Title: | Numerical analysis of bed-load sediment transport under oscillatory flow on a gently sloping beach |
| Authors: | Das, S |
| Issue Date: | Jun-1989 |
| Publisher: | NISCAIR-CSIR, India |
| 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). |
| Page(s): | 118-123 |
| ISSN: | 0975-1033 (Online); 0379-5136 (Print) |
| 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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