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contributor authorWilliam H. McAnally
contributor authorAshish J. Mehta
date accessioned2017-05-08T20:43:41Z
date available2017-05-08T20:43:41Z
date copyrightDecember 2000
date issued2000
identifier other%28asce%290733-9429%282000%29126%3A12%28883%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24964
description abstractA dynamical description of estuarial fine sediment aggregation has been developed. The spectrum of fine particle or agglomerate size is represented by a discrete number of classes based on particle mass. Aggregation and disaggregation, respectively, move mass up and down through the classes. The frequency of two- and three-body particle collisions due to Brownian motion, shearing and differential settling is expressed by simple statistical relationships, using a new form of the collision efficiency parameter. This parameter is defined by nondimensional terms accounting for the physical and chemical forces that determine whether close encounters result in collisions. Calculations of the rate of change of sediment mass for each class as the aggregation process approaches equilibrium, when compared with previously obtained data in a Couette chamber, highlight the need to characterize the sediment as to particle density and strength. Near equilibrium, three-body collisions seem to play a major role by disaggregating particles that have been aggregated by the more numerous but less forceful two-body collisions.
publisherAmerican Society of Civil Engineers
titleAggregation Rate of Fine Sediment
typeJournal Paper
journal volume126
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2000)126:12(883)
treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 012
contenttypeFulltext


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