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Effects of density differences on lateral mixing in open-channel flows

Citation

Prych, Edmund Andrew (1970) Effects of density differences on lateral mixing in open-channel flows. Dissertation (Ph.D.), California Institute of Technology. http://resolver.caltech.edu/CaltechTHESIS:08252015-081521032

Abstract

This study investigates lateral mixing of tracer fluids in turbulent open-channel flows when the tracer and ambient fluids have different densities. Longitudinal dispersion in flows with longitudinal density gradients is investigated also.

Lateral mixing was studied in a laboratory flume by introducing fluid tracers at the ambient flow velocity continuously and uniformly across a fraction of the flume width and over the entire depth of the ambient flow. Fluid samples were taken to obtain concentration distributions in cross-sections at various distances, x, downstream from the tracer source. The data were used to calculate variances of the lateral distributions of the depth-averaged concentration. When there was a difference in density between the tracer and the ambient fluids, lateral mixing close to the source was enhanced by density-induced secondary flows; however, far downstream where the density gradients were small, lateral mixing rates were independent of the initial density difference. A dimensional analysis of the problem and the data show that the normalized variance is a function of only three dimensionless numbers, which represent: (1) the x-coordinate, (2) the source width, and (3) the buoyancy flux from the source.

A simplified set of equations of motion for a fluid with a horizontal density gradient was integrated to give an expression for the density-induced velocity distribution. The dispersion coefficient due to this velocity distribution was also obtained. Using this dispersion coefficient in an analysis for predicting lateral mixing rates in the experiments of this investigation gave only qualitative agreement with the data. However, predicted longitudinal salinity distributions in an idealized laboratory estuary agree well with published data.

Item Type:Thesis (Dissertation (Ph.D.))
Subject Keywords:Civil Engineering
Degree Grantor:California Institute of Technology
Division:Engineering and Applied Science
Major Option:Civil Engineering
Thesis Availability:Public (worldwide access)
Research Advisor(s):
  • Brooks, Norman H.
Thesis Committee:
  • Unknown, Unknown
Defense Date:19 May 1970
Funders:
Funding AgencyGrant Number
Federal Water Pollution Control Administration16000 DGY
Federal Water Pollution Control Administration16070 DGY
U. S. Public Health ServiceUNSPECIFIED
NSFUNSPECIFIED
Record Number:CaltechTHESIS:08252015-081521032
Persistent URL:http://resolver.caltech.edu/CaltechTHESIS:08252015-081521032
Default Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:9114
Collection:CaltechTHESIS
Deposited By: Leslie Granillo
Deposited On:25 Aug 2015 17:02
Last Modified:25 Aug 2015 17:02

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