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contributor authorDavid C. Froehlich
date accessioned2017-05-08T21:53:02Z
date available2017-05-08T21:53:02Z
date copyrightFebruary 2012
date issued2012
identifier other%28asce%29ir%2E1943-4774%2E0000411.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65282
description abstractSmall drainage channels lined with rock riprap are often designed using Manning’s formula for uniform flow to calculate water depths and velocities. Resistance to flow is quantified by the Manning roughness coefficient
publisherAmerican Society of Civil Engineers
titleResistance to Shallow Uniform Flow in Small, Riprap-Lined Drainage Channels
typeJournal Paper
journal volume138
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000383
treeJournal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 002
contenttypeFulltext


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