contributor author | Horacio Toniolo | |
contributor author | Gary Parker | |
contributor author | Vaughan Voller | |
date accessioned | 2017-05-08T20:45:49Z | |
date available | 2017-05-08T20:45:49Z | |
date copyright | June 2007 | |
date issued | 2007 | |
identifier other | %28asce%290733-9429%282007%29133%3A6%28579%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26304 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Role of Ponded Turbidity Currents in Reservoir Trap Efficiency | |
type | Journal Paper | |
journal volume | 133 | |
journal issue | 6 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(2007)133:6(579) | |
tree | Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006 | |
contenttype | Fulltext | |