Mathematical Models for Overall Gas Transfer Coefficient Using Different Theories and Evaluating Their Measurement Accuracy
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 32807
Mathematical Models for Overall Gas Transfer Coefficient Using Different Theories and Evaluating Their Measurement Accuracy

Authors: Shashank.B. Thakre, Lalit.B. Bhuyar, Samir.J. Deshmukh

Abstract:

Oxygen transfer, the process by which oxygen is transferred from the gaseous to liquid phase, is a vital part of the waste water treatment process. Because of low solubility of oxygen and consequent low rate of oxygen transfer, sufficient oxygen to meet the requirement of aerobic waste does not enter through normal surface air water interface. Many theories have come up in explaining the mechanism of gas transfer and absorption of non-reacting gases in a liquid, of out of which, Two film theory is important. An exiting mathematical model determines approximate value of Overall Gas Transfer coefficient. The Overall Gas Transfer coefficient, in case of Penetration theory, is 1.13 time more than that obtained in case of Two film theory. The difference is due to the difference in assumptions in the two theories. The paper aims at development of mathematical model which determines the value of Overall Gas Transfer coefficient with greater accuracy than the existing model.

Keywords: Theories, Dissolved oxygen, Mathematical model, Gas Transfer coefficient, Accuracy.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1057139

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 1511

References:


[1] Wesner, G.M., Ewing, J. J., Lineck, T.S.,Jr., and Hinrichs, D.J.1977. "Energy conservation in municipal wastewater treatment." EPA-130/9- 77-011, NTIS No PB81-165391, U.S. EPA Res., Washington, D.C.
[2] O- Conner. D.J. " Biological waste Treatment". John Wiley & sons, Inc., New York. P.76.
[3] Metcalf and Eddy Inc. (2001). Waste water Engineering; Treatment disposal and reuse. Tata McGraw Hill. New Delhi, India.
[4]. Rich Linvil, G., (1961). "Unit operations of sanitary Engineering", John Wiley & sons, Inc. London, P.171.
[5] Enkenfelder, W.W.Jr, " Aeration and Mass transfer", Ind. Water pollution control, McGraw Hill Inc., p.65.
[6]. Fair, G.M., Gayer, J.C., (1976). "Water supply and Waste water disposal, John Wiley & sons, Inc., New York. P. 450.
[7] Rajkumar, (1991)." Oxygen Transfer through Mechanical Aeration". M.E. Thesis. University of Roorkee. Roorkee. India.