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contributor authorPedro Vallesquino
contributor authorPedro L. Luque-Escamilla
date accessioned2017-05-08T20:49:12Z
date available2017-05-08T20:49:12Z
date copyrightAugust 2001
date issued2001
identifier other%28asce%290733-9437%282001%29127%3A4%28254%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28062
description abstractA new approach for solving lateral hydraulic problems in laminar or turbulent flow is presented. The outflow is treated as a discrete variable event by means of Taylor polynomials used to calculate flow rates along the lateral (minimal outflow included). The friction head losses are calculated using the Darcy-Weisbach equation with a nonconstant logarithmic friction factor
publisherAmerican Society of Civil Engineers
titleNew Algorithm for Hydraulic Calculation in Irrigation Laterals
typeJournal Paper
journal volume127
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2001)127:4(254)
treeJournal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 004
contenttypeFulltext


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