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contributor authorHoracio Toniolo
contributor authorGary Parker
contributor authorVaughan Voller
date accessioned2017-05-08T20:45:49Z
date available2017-05-08T20:45:49Z
date copyrightJune 2007
date issued2007
identifier other%28asce%290733-9429%282007%29133%3A6%28579%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26304
description abstractThe capacity to store water in a reservoir declines as it traps sediment. A river entering a reservoir forms a prograding delta. Coarse sediment (e.g., sand) deposits in the fluvial topset and avalanching foreset of the delta, and is typically trapped with an efficiency near 100%. The trap efficiency of fine sediment (e.g., mud), on the other hand, may be below 100%, because some of this sediment may pass out of the reservoir without settling out. Here, a model of trap efficiency of mud is developed in terms of the mechanics of a turbidity current that plunges on the foreset. The dam causes a sustained turbidity current to reflect and form a muddy pond bounded upstream by a hydraulic jump. If the interface of this muddy pond rises above any vent or overflow point at the dam, the trap efficiency of mud drops below 100%. A model of the coevolution of topset, foreset, and bottomset in a reservoir that captures the dynamics of the internal muddy pond is presented. Numerical implementation, comparison against an experiment, and application to a field-scale case provide the basis for a physical understanding of the processes that determine reservoir trap efficiency.
publisherAmerican Society of Civil Engineers
titleRole of Ponded Turbidity Currents in Reservoir Trap Efficiency
typeJournal Paper
journal volume133
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2007)133:6(579)
treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006
contenttypeFulltext


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