contributor author | Larry A. Glasgow | |
contributor author | Y. H. Kim | |
date accessioned | 2017-05-08T20:58:38Z | |
date available | 2017-05-08T20:58:38Z | |
date copyright | December 1986 | |
date issued | 1986 | |
identifier other | %28asce%290733-9372%281986%29112%3A6%281158%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34020 | |
description abstract | It is common practice in the design and evaluation of flocculation processes to use the velocity gradient determined from the mean power input (reported as G) as the principal indicator of agitation intensity. This practice is objectionable because agitated vessels are notoriously nonhomogeneous, floc breakup occurs primarily in the impeller stream, and interparticle contact and subsequently aggregation require relative particle velocity, which in turn is caused by eddies of a particular scale or wave number. Data are presented in this work that show that the dissipation rate per unit mass in the impeller stream can exceed the mean value by two orders of magnitude or more. It is important that modeling efforts take these factors into account. | |
publisher | American Society of Civil Engineers | |
title | Characterization of Agitation Intensity in Flocculation Processes | |
type | Journal Paper | |
journal volume | 112 | |
journal issue | 6 | |
journal title | Journal of Environmental Engineering | |
identifier doi | 10.1061/(ASCE)0733-9372(1986)112:6(1158) | |
tree | Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006 | |
contenttype | Fulltext | |