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contributor authorAndrei P. Mironenko
contributor authorLyman S. Willardson
contributor authorS. Abdollah Jenab
date accessioned2017-05-08T20:46:35Z
date available2017-05-08T20:46:35Z
date copyrightJune 1984
date issued1984
identifier other%28asce%290733-9437%281984%29110%3A2%28241%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26771
description abstractAdvantages and disadvantages of the parabolic canals are described. Procedures are given for determining all design parameters for parabolic cross-sections. The changes in velocity, area and wetted perimeter depand on changes in the sideslope at the water surface. Numerical solution tables for different parameters are presented. An example of design calculations is given.
publisherAmerican Society of Civil Engineers
titleParabolic Canal Design and Analysis
typeJournal Paper
journal volume110
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1984)110:2(241)
treeJournal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 002
contenttypeFulltext


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