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contributor authorHosam El-Din M. Moghazi
date accessioned2017-05-08T21:03:39Z
date available2017-05-08T21:03:39Z
date copyrightMarch 1998
date issued1998
identifier other%28asce%290733-947x%281998%29124%3A2%28197%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37086
description abstractPolyethylene is the predominant pipe material for trickle irrigation laterals and submains because of its flexibility and resistibility to the sun. Laboratory experiments have been conducted to determine the proper values of the Hazen-Williams friction coefficient for commonly used polyethylene plain pipes of different diameters. The commonly recommended values of the Hazen-Williams coefficient range from 130 to 140 regardless of the pipe diameter. Results of this investigation indicate that the average Hazen-Williams coefficients are 129, 136, 144, and 148 for pipe diameters of 13, 16, 19, and 22 mm, respectively. The differences between the measured friction losses and those calculated based on the average Hazen-Williams coefficients are small and vary from 8 to 14% at pipe diameters of 13 and 22 mm, respectively. The differences in calculating friction losses based on the commonly recommend values of the Hazen-Williams coefficient (130 and 140) and those based on the average coefficients reach 27% at a pipe diameter of 22 mm.
publisherAmerican Society of Civil Engineers
titleEstimating Hazen-Williams Coefficient for Polyethylene Pipes
typeJournal Paper
journal volume124
journal issue2
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1998)124:2(197)
treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 002
contenttypeFulltext


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