Mixing Center of a ChannelSource: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 002Author:Ronald Smith
DOI: 10.1061/(ASCE)0733-9429(2004)130:2(165)Publisher: American Society of Civil Engineers
Abstract: For 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.
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| contributor author | Ronald Smith | |
| date accessioned | 2017-05-08T20:44:46Z | |
| date available | 2017-05-08T20:44:46Z | |
| date copyright | February 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9429%282004%29130%3A2%28165%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25683 | |
| description abstract | For 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. | |
| publisher | American Society of Civil Engineers | |
| title | Mixing Center of a Channel | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2004)130:2(165) | |
| tree | Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 002 | |
| contenttype | Fulltext |