contributor author | Anna Jensen | |
contributor author | Brett Brunk | |
contributor author | Gerhard Jirka | |
contributor author | Leonard W. Lion | |
date accessioned | 2017-05-08T21:26:40Z | |
date available | 2017-05-08T21:26:40Z | |
date copyright | April 1999 | |
date issued | 1999 | |
identifier other | %28asce%290733-9372%281999%29125%3A4%28351%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51675 | |
description abstract | Settling and entrainment are the dominant processes governing noncohesive particle concentration throughout the water column of salt-wedge estuaries. Determination of the relative contribution of these transport processes is complicated by vertical gradients in turbulence and fluid density. A differential-turbulence column (DTC) was designed to simulate a vertical section of a natural water column. With satisfactory characterization of turbulence dissipation and saltwater entrainment, the DTC facilitates controlled studies of suspended particles under estuarine conditions. The vertical decay of turbulence in the DTC was found to obey standard scaling law relations when the characteristic length scale for turbulence in the apparatus was incorporated. The entrainment rate of a density interface also followed established grid-stirred turbulence scaling laws. These relations were used to model the change in concentration of noncohesive particles above a density interface. Model simulations and experimental data from the DTC were consistent over the range of conditions encountered in natural salt-wedge estuaries. Results suggest that when the ratio of entrainment rate to particle settling velocity is small, sedimentation is the dominant transport process, while entrainment becomes significant as the ratio increases. | |
publisher | American Society of Civil Engineers | |
title | Simulating Entrainment and Particle Fluxes in Stratified Estuaries | |
type | Journal Paper | |
journal volume | 125 | |
journal issue | 4 | |
journal title | Journal of Environmental Engineering | |
identifier doi | 10.1061/(ASCE)0733-9372(1999)125:4(351) | |
tree | Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 004 | |
contenttype | Fulltext | |