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contributor authorHuasheng Liao
contributor authorDonald W. Knight
date accessioned2017-05-08T20:45:38Z
date available2017-05-08T20:45:38Z
date copyrightOctober 2007
date issued2007
identifier other%28asce%290733-9429%282007%29133%3A10%281111%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26204
description abstractThree analytic stage-discharge formulas, suitable for hand calculation, have been derived for prismatic open channels. The three types of prismatic geometry investigated are: simple rectangular, symmetric, and asymmetric rectangular compound channels. The formulas include three key parameters that govern the local friction factor, eddy viscosity, and secondary flow. The discharge results and the corresponding analytic depth-averaged velocity and bed shear stress distributions show good agreement with the experimental data, even when constant parameter values are assumed. The influence of these three parameters on the stage-discharge relationships is explored.
publisherAmerican Society of Civil Engineers
titleAnalytic Stage-Discharge Formulas for Flow in Straight Prismatic Channels
typeJournal Paper
journal volume133
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2007)133:10(1111)
treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 010
contenttypeFulltext


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