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contributor authorR. Noppeney
contributor authorC. Kranenburg
date accessioned2017-05-08T20:40:24Z
date available2017-05-08T20:40:24Z
date copyrightNovember 1989
date issued1989
identifier other%28asce%290733-9429%281989%29115%3A11%281582%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23080
description abstractA severe restriction to dilution discharge measurements is that they are to be applied to steady-flow conditions only. Using a computational model, dilution discharge measurements by constant-rate injection are simulated during unsteady-flow conditions caused by a Gaussian flood wave propagating down a prismatic channel with rectangular cross section. The accuracy of the discharge measurement is deduced from the computational results. The main source causing discrepancies between the actual and measured discharges is the difference in propagation velocities of the tracer cloud and the flood wave. Correction procedures are recommended, since maximum inaccuracies can easily be larger by an order of magnitude than inaccuracies during steady flow conditions.
publisherAmerican Society of Civil Engineers
titleDilution Discharge Measurement During Flood Wave
typeJournal Paper
journal volume115
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1989)115:11(1582)
treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 011
contenttypeFulltext


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