Research Article
Apr 1960
Friction Losses on Lines with Service Connections
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VIEW THE REPLYPublication: Journal of the Hydraulics Division
Volume 86, Issue 4
Abstract
Use of assumption that amount of water actually withdrawn along line is withdrawn as single quantity at end of line; errors in computation resulting from such assumptions; two alternate methods are proposed; first method is applicable only to dead-end systems, or other situations where flows are known, second method is applicable to either dead end or loop system, and flows need not be known in advance.
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Published In
Journal of the Hydraulics Division
Volume 86 • Issue 4 • April 1960
Pages: 35 - 47
Copyright
© 1960 American Society of Civil Engineers.
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Published in print: Apr 1960
Published online: Feb 3, 2021
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Authors
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David L. Muss, M.ASCE
Cons. Engr., Asst. Prof. of Civ. Engrg., City College of New York, N. Y.
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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.
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