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contributor authorRonald Smith
date accessioned2017-05-08T20:44:46Z
date available2017-05-08T20:44:46Z
date copyrightFebruary 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A2%28165%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25683
description abstractFor longitudinally uniform stretches of waterways there is a mixing center for the across-channel location of a steady point source in steady flow, such that complete mixing is achieved as soon as possible and there is no concentration overshoot at either of the two shorelines. A mathematical definition of the mixing center is the zero of the first oscillatory cross-channel diffusion mode. With the shorelines plus four interior data points across the channel, the starting estimate for the mixing center suffices to keep peak shoreline concentrations to within 6% of optimal. For comparison, a source at mid flow gives 18% shoreline concentration overshoot in the test case. Should very high precision be required, the Appendix gives an iterative construction that converges to the first oscillatory diffusion mode.
publisherAmerican Society of Civil Engineers
titleMixing Center of a Channel
typeJournal Paper
journal volume130
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:2(165)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 002
contenttypeFulltext


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