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contributor authorChao‐Lin Chiu
contributor authorJyh‐Dong Chiou
date accessioned2017-05-08T20:39:27Z
date available2017-05-08T20:39:27Z
date copyrightFebruary 1986
date issued1986
identifier other%28asce%290733-9429%281986%29112%3A11%281050%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22597
description abstractA parameter estimation method has been developed for a system of three‐dimensional mathematical model of flow in open channels, which does not require (primary flow) velocity data. It has broadened the applicability and effectiveness of the model in scientific investigations into the complex interaction among the primary and secondary flows, shear stress distribution, channel characteristics (roughness, slope, and geometry), and other related variables governing all transport processes in open channels. The method was applied to a study of 3‐D structure of flow in rectangular open channels. The interaction among the primary and secondary flows and the shear stress distribution was investigated under various values of Manning's
publisherAmerican Society of Civil Engineers
titleStructure of 3‐D Flow in Rectangular Open Channels
typeJournal Paper
journal volume112
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1986)112:11(1050)
treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 011
contenttypeFulltext


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