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contributor authorAshish J. Mehta
contributor authorEarl J. Hayter
contributor authorW. Reginald Parker
contributor authorRay B. Krone
contributor authorAllen M. Teeter
date accessioned2017-05-08T20:40:39Z
date available2017-05-08T20:40:39Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9429%281989%29115%3A8%281076%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23204
description abstractPhysical processes constituting fine, cohesive sediment transport in estuarial waters are described. These processes, which include settling and deposition, consolidation, erosion and transport in suspension, are typically interlinked by the cyclic nature of the tide dominated environment. Complexities in process characterization arise as a consequence of the dual dependence of sediment aggregate properties on the physico‐chemical properties of the sediment‐water mixture as well as the turbulent flow field. Present day knowledge of the processes enables reliable predictions of rates of sedimentation and erosion in navigable channels, waterways and harbors through numerical modeling. Further research is required for improving procedures for measuring settling velocities, identification of depth at which a definable bed is encountered, and the behavior of near‐bed high density suspensions.
publisherAmerican Society of Civil Engineers
titleCohesive Sediment Transport. I: Process Description
typeJournal Paper
journal volume115
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1989)115:8(1076)
treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
contenttypeFulltext


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