Research Article
Dec 1971
Transport Equation Stability and Estuary Modeling
Authors: Fred G. Haag and Keith W. BedfordAuthor Affiliations
Publication: Journal of the Hydraulics Division
Volume 97, Issue 12
Abstract
A method is presented for judging the stability of discrete approximations to the estuary mixing equations. It is applicable to unequal as well as equal reach lengths. A mathematical model is developed for the Hudson River Estuary and the model results are compared to U.S. Geological Survey chloride measurements. For constant flow velocity, an exact solution is developed and compared to the discrete approximation results.
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Published In
Journal of the Hydraulics Division
Volume 97 • Issue 12 • December 1971
Pages: 2051 - 2066
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Dec 1971
Published online: Feb 3, 2021
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Authors
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Fred G. Haag
Assoc. Prof., Dept. of Mech. Engrg., Union Coll., Schenectady, NY, USA
Keith W. Bedford
EPA Fellow, Cornell Univ., Ithaca, NY; formerly, Res. Asst., Dept. of Mech. Engrg., Union Coll., Schenectady, NY, USA
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.