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    Experimental Study on Flow-Resistance Law for Small-Diameter Plastic Pipes

    Source: Journal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author:
    V. Bagarello
    ,
    V. Ferro
    ,
    G. Provenzano
    ,
    D. Pumo
    DOI: 10.1061/(ASCE)0733-9437(1995)121:5(313)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the writers report the results of an experimental investigation on flow-resistance law in small-diameter plastic pipes. The experiments were carried out for a wide range of Reynolds number values obtained by varying the discharge and the water temperature. The experimental results are analyzed by both a purely empirical and a semitheoretical approach based on the hypothesis that the velocity distribution has a power-law form. The analysis shows that both the empirical and the semitheoretical approach allow accurate head loss per unit length estimate. In most cases (96–97% of runs) the estimate errors are less than 5%.
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      Experimental Study on Flow-Resistance Law for Small-Diameter Plastic Pipes

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    https://yetl.yabesh.ir/yetl1/handle/yetl/27674
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorV. Bagarello
    contributor authorV. Ferro
    contributor authorG. Provenzano
    contributor authorD. Pumo
    date accessioned2017-05-08T20:48:10Z
    date available2017-05-08T20:48:10Z
    date copyrightSeptember 1995
    date issued1995
    identifier other%28asce%290733-9437%281995%29121%3A5%28313%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27674
    description abstractIn this paper the writers report the results of an experimental investigation on flow-resistance law in small-diameter plastic pipes. The experiments were carried out for a wide range of Reynolds number values obtained by varying the discharge and the water temperature. The experimental results are analyzed by both a purely empirical and a semitheoretical approach based on the hypothesis that the velocity distribution has a power-law form. The analysis shows that both the empirical and the semitheoretical approach allow accurate head loss per unit length estimate. In most cases (96–97% of runs) the estimate errors are less than 5%.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on Flow-Resistance Law for Small-Diameter Plastic Pipes
    typeJournal Paper
    journal volume121
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1995)121:5(313)
    treeJournal of Irrigation and Drainage Engineering:;1995:;Volume ( 121 ):;issue: 005
    contenttypeFulltext
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