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contributor authorAchanta Ramakrishna Rao
contributor authorNagaraj Sitaram
date accessioned2017-05-08T20:49:00Z
date available2017-05-08T20:49:00Z
date copyrightDecember 1999
date issued1999
identifier other%28asce%290733-9437%281999%29125%3A6%28370%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27944
description abstractSeepage effects on the stability, mobility, and incipient motion of sand-bed particles are experimentally investigated. Seepage through a sand bed in a downward direction (suction) reduces the stability of particles, and it can even initiate their movement. The bed erosion is increased with the increased rates of suction. Whereas the seepage in an upward direction (injection) increases the stability of bed particles, it does not aid initiating their movement. The rate of bed erosion is reduced or even stopped by the increased injection rates. Hydrodynamic conditions leading to the so-called “pseudoincipient motion” with suction (for the initiation of particles movement that are otherwise at rest under no-seepage conditions), and with injection (for only arresting the particles movement that are otherwise moving initially) are evaluated. The conventional Shields curve cannot be used to predict such pseudoincipient motion conditions with seepage. The concepts thus developed are useful for a better understanding of the sediment transport mechanics and in the design of stable alluvial channels affected by seepage.
publisherAmerican Society of Civil Engineers
titleStability and Mobility of Sand-Bed Channels Affected by Seepage
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1999)125:6(370)
treeJournal of Irrigation and Drainage Engineering:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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