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    Estimating Hazen-Williams Coefficient for Polyethylene Pipes

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 002
    Author:
    Hosam El-Din M. Moghazi
    DOI: 10.1061/(ASCE)0733-947X(1998)124:2(197)
    Publisher: American Society of Civil Engineers
    Abstract: Polyethylene 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.
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      Estimating Hazen-Williams Coefficient for Polyethylene Pipes

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    https://yetl.yabesh.ir/yetl1/handle/yetl/37086
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    • Journal of Transportation Engineering, Part A: Systems

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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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