Research Article
Oct 1971
Cooling Water Density Wedges in Streams
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VIEW THE REPLYAuthors: Edward M. Polk Jr., Barry A. Benedict, AM.ASCE, and Frank L. Parker, M.ASCEAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 97, Issue 10
Abstract
The length of warm water density wedges measured in streams receiving power plant discharges is adequately predicted by equations based on two-layer flow theory when proper evaluation of the variables involved is made. The formation of density wedges in the vicinity of power plant discharges is an important consideration in both the design of cooling water intakes and the possible thermal pollution of the receiving water body. Equations have been developed by other authors which may be solved for the length of a density wedge given the density of the wedge, the initial depth of the wedge, and the magnitude of the frictional forces involved. Wedge length data obtained from four power plant sites are compared to the prediction of the equations. The predicted wedge length is found to be least sensitive to the initial wedge depth chosen, more sensitive to the magnitude of the frictional forces chosen, and most sensitive to the density chosen. Densities based on plant discharge temperature are found to always be less than that actually measured in the wedge.
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Published In
Journal of the Hydraulics Division
Volume 97 • Issue 10 • October 1971
Pages: 1639 - 1652
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Oct 1971
Published online: Feb 3, 2021
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Authors
Affiliations
Edward M. Polk Jr.
Res. Engr., Dept. of Envir. and Water Resour. Engrg., Vanderbilt Univ., Nashville, TN, USA
Barry A. Benedict, AM.ASCE
Asst. Prof. of Hydr. and Water Resour. Engrg.; Dept. of Envir. and Water Resour. Engrg., Vanderbilt Univ., Nashville, TN, USA
Frank L. Parker, M.ASCE
Prof. of Envir. and Water Resour. Engrg.; Dept. of Envir. and Water Resour. Engrg., Vanderbilt Univ., Nashville, TN, USA
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