Friction Losses on Lines with Service Connectionsby David L. Muss, (M.ASCE), Cons. Engr., Asst. Prof. of Civ. Engrg.; City College of New York, N. Y.,
Serial Information: Journal of the Hydraulics Division, 1960, Vol. 86, Issue 4, Pg. 35-47
Document Type: Journal Paper
Use of assumption that amount of water actually withdrawn along line is withdrawn as single quantity at end of line; errors in computation resulting from such assumptions; two alternate methods are proposed; first method is applicable only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.
Subject Headings: Friction | Water flow | Computing in civil engineering | Errors (statistics)
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