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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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