This study discusses the effect of combined first-order, bulk and wall reactions on the overall intensity of mass withdrawal in smooth pipes. A one-dimensional model for the transport of high Schmidt number compounds (where the Schmidt number is the ratio of the fluid viscosity to the solute diffusivity) is extended with the effect of a first-order bulk reaction. Profiles of velocity and eddy diffusivity are obtained with a standard high Reynolds number k–∊ closure in combination with a modified Van Driest wall function. By comparing the results of the 1D model to an analytical asymptotic high Sc approximation, it is shown that the interaction between bulk and wall reactions is very weak. In terms of the decay coefficient, a maximum deviation of 4% is observed for very high bulk demand due to the attenuation of the streamwise solute mass flux. The parameter range for which the concentration profiles can be safely assumed to be uniform, both in the viscous sublayer and in the bulk, is established.
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Research Article|
November 24 2010
Combined bulk and wall reactions in turbulent pipe flow: decay coefficients and concentration profiles
Kaveh Sookhak Lari;
1Department of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK
E-mail: [email protected]
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Maarten van Reeuwijk;
Maarten van Reeuwijk
1Department of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK
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Čedo Maksimović;
Čedo Maksimović
1Department of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK
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Suzan Sharifan
Suzan Sharifan
1Department of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, UK
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Journal of Hydroinformatics (2011) 13 (3): 324–333.
Article history
Received:
January 08 2010
Accepted:
June 18 2010
Citation
Kaveh Sookhak Lari, Maarten van Reeuwijk, Čedo Maksimović, Suzan Sharifan; Combined bulk and wall reactions in turbulent pipe flow: decay coefficients and concentration profiles. Journal of Hydroinformatics 1 July 2011; 13 (3): 324–333. doi: https://doi.org/10.2166/hydro.2010.013
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