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contributor authorThomas R. Johnson
contributor authorChristopher R. Ellis
contributor authorHeinz G. Stefan
date accessioned2017-05-08T20:40:29Z
date available2017-05-08T20:40:29Z
date copyrightApril 1989
date issued1989
identifier other%28asce%290733-9429%281989%29115%3A4%28437%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23123
description abstractA negatively buoyant inflow to a lake or reservoir sinks to the bottom and forms an underflow. In this process, the “plunging flow” entrains ambient water and becomes diluted. The dilution alters the buoyancy and hence the flow behavior of the underflow. Since literature on entrainment by underflows does not include the “plunging process” itself, great uncertainty exists when the initial conditions of underflows have to be estimated. Therefore, the density driven plunging phenomenon is experimentally investigated in a horizontal diverging channel. Entrainment rates are determined from velocity and temperature measurements and related to channel diffuser angle, inflow densimetric Froude number, and inflow channel aspect ratio. The experiments are conducted at inflow channel Reynolds numbers larger than 10,000. Experimental diffuser angles are varied from 3° to 180°, inflow densimetric Froude numbers from 1.8 to 21 and channel aspect ratios from 0.5 to 1.8. The information is of use as input to one‐dimensional stratified lake or reservoir water quality models.
publisherAmerican Society of Civil Engineers
titleNegatively Buoyant Flow in Diverging Channel, IV: Entrainment and Dilution
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1989)115:4(437)
treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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