Show simple item record

contributor authorD. H. Yoo
contributor authorV. P. Singh
date accessioned2017-05-08T20:49:29Z
date available2017-05-08T20:49:29Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%290733-9437%282004%29130%3A5%28437%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28292
description abstractThis paper presents a direct solution technique derived by using a power law for the friction factor for three cases of pipe design. The parameters used in the form of the power law presented herein are allowed to vary with pipe size and Reynolds number as well as pipe type, thus providing wide coverage with good accuracy for the computation of friction factors of commercial pipes.
publisherAmerican Society of Civil Engineers
titleExplicit Design of Commercial Pipes with No Secondary Losses
typeJournal Paper
journal volume130
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2004)130:5(437)
treeJournal of Irrigation and Drainage Engineering:;2004:;Volume ( 130 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record