Double-Averaging Concept for Rough-Bed Open-Channel and Overland Flows: ApplicationsSource: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008Author:Vladimir Nikora
,
Stephen McLean
,
Stephen Coleman
,
Dubravka Pokrajac
,
Ian McEwan
,
Lorna Campbell
,
Jochen Aberle
,
Dougal Clunie
,
Katinka Koll
DOI: 10.1061/(ASCE)0733-9429(2007)133:8(884)Publisher: American Society of Civil Engineers
Abstract: The paper briefly outlines the double-averaging methodology for studying environmental rough-bed flows. It focuses on the applications of this methodology in environmental hydraulics by providing several examples illustrating advantages of this methodology over conventional approaches. Examples include: (1) identification of specific flow layers and flow types; (2) vertical distribution of the double-averaged velocity between the roughness tops and troughs; (3) vertical distribution of momentum fluxes and sinks for typical roughness types due to turbulence, mean flow heterogeneity, secondary currents, form drag, and viscous drag; (4) estimates of form-induced (dispersive) stresses and evaluation of their structure using quadrant analysis; and (5) closure development for mass-transfer-uptake processes for stream periphyton. These examples illustrate the advantages of the double-averaging methodology over conventional approaches as well as highlight its potential for studying flows over very rough beds, highly mobile beds, permeable beds, and surface–subsurface exchanges of mass, heat, and momentum. This methodology may also significantly improve research tools for studying a wide range of flow–biota interaction phenomena such as those related to aquatic plants, mussel communities, biofilms, and many others.
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| contributor author | Vladimir Nikora | |
| contributor author | Stephen McLean | |
| contributor author | Stephen Coleman | |
| contributor author | Dubravka Pokrajac | |
| contributor author | Ian McEwan | |
| contributor author | Lorna Campbell | |
| contributor author | Jochen Aberle | |
| contributor author | Dougal Clunie | |
| contributor author | Katinka Koll | |
| date accessioned | 2017-05-08T20:45:52Z | |
| date available | 2017-05-08T20:45:52Z | |
| date copyright | August 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9429%282007%29133%3A8%28884%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26334 | |
| description abstract | The paper briefly outlines the double-averaging methodology for studying environmental rough-bed flows. It focuses on the applications of this methodology in environmental hydraulics by providing several examples illustrating advantages of this methodology over conventional approaches. Examples include: (1) identification of specific flow layers and flow types; (2) vertical distribution of the double-averaged velocity between the roughness tops and troughs; (3) vertical distribution of momentum fluxes and sinks for typical roughness types due to turbulence, mean flow heterogeneity, secondary currents, form drag, and viscous drag; (4) estimates of form-induced (dispersive) stresses and evaluation of their structure using quadrant analysis; and (5) closure development for mass-transfer-uptake processes for stream periphyton. These examples illustrate the advantages of the double-averaging methodology over conventional approaches as well as highlight its potential for studying flows over very rough beds, highly mobile beds, permeable beds, and surface–subsurface exchanges of mass, heat, and momentum. This methodology may also significantly improve research tools for studying a wide range of flow–biota interaction phenomena such as those related to aquatic plants, mussel communities, biofilms, and many others. | |
| publisher | American Society of Civil Engineers | |
| title | Double-Averaging Concept for Rough-Bed Open-Channel and Overland Flows: Applications | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2007)133:8(884) | |
| tree | Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 008 | |
| contenttype | Fulltext |