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Numerical analysis of bed-load sediment transport under oscillatory flow on a gently sloping beach
NOPR - NISCAIR Online Periodicals Repository
View Archive Info| Field | Value | |
| Title |
Numerical analysis of bed-load sediment transport under oscillatory flow on a gently sloping beach
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| Creator |
Das, S
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| Description |
118-123
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).
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| Date |
2016-12-09T04:55:41Z
2016-12-09T04:55:41Z 1989-06 |
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| Type |
Article
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| Identifier |
0975-1033 (Online); 0379-5136 (Print)
http://nopr.niscair.res.in/handle/123456789/38346 |
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| Language |
en_US
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| Rights |
 CC Attribution-Noncommercial-No Derivative Works 2.5 India
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| Publisher |
NISCAIR-CSIR, India
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| Source |
IJMS Vol.18(2) [June 1989]
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