Research Article
Nov 1964
Salt-Water Interface Near a Fresh-Water Canal
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 90, Issue 6
Abstract
A group of theoretical equations were derived that describe the flow from a fresh-water canal, bounded on both sides by impervious side walls, into an originally saline-saturated medium. These equations describe the relationships between the geometry of the canal, the characteristics of the solids and fluids, the depth of embedment of the impervious side walls, and the geometry of the salt water-fresh water interface. Curves describing these relationships were plotted to facilitate the application of the theoretical equations to practical problems.
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Published In
Journal of the Hydraulics Division
Volume 90 • Issue 6 • November 1964
Pages: 97 - 116
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Nov 1964
Published online: Feb 3, 2021
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Authors
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Norbert L. Ackermann, AM.ASCE
Assoc. Prof., SEATO Graduate Sch. of Engrg., Bangkok, Thailand
Pachern Sridurongkatum
Research Assoc., SEATO Graduate Sch. of Engrg., Bangkok, Thailand
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.