Effect of Different Configurations of Mechanical Aerators on Oxygen Transfer and Aeration Efficiency with respect to Power Consumption
This paper examines the use of mechanical aerator for
oxidation-ditch process. The rotor, which controls the aeration, is the
main component of the aeration process. Therefore, the objective of
this study is to find out the variations in overall oxygen transfer
coefficient (KLa) and aeration efficiency (AE) for different
configurations of aerator by varying the parameters viz. speed of
aerator, depth of immersion, blade tip angles so as to yield higher
values of KLa and AE. Six different configurations of aerator were
developed and fabricated in the laboratory and were tested for abovementioned
parameters. The curved blade rotor (CBR) emerged as a
potential aerator with blade tip angle of 47°.
The mathematical models are developed for predicting the
behaviour of CBR w.r.t kLa and power. In laboratory studies, the
optimum value of KLa and AE were observed to be 10.33 h-1 and
2.269 kg O2/ kWh.
[1] Rao, A. R.. "Predication of reaeration rate in square, stirres tanks." J.
Environ. Engg. 133(4), 411 - 418. 1999
[2] Metcalf and Eddy Inc. "Waste water Engineering; Treatment disposal
and reuse". Tata McGraw Hill. New Delhi, India. American Public
Health Association. 2001
[3] Wesner, G.M., Ewing, J. J., Lineck, T.S.,Jr., and 14. Hinrichs, D.J
"Energy conservation in municipal wastewater treatment." EPA-130/9-
77-011, NTIS No PB81-165391, U.S. EPA Res., Washington, D.C.
1977.
[4] Khadilkar, C.H. "Bulletin on B.O.D. moderator." Central public health
research institute, university of Baroda, India.1966.
[5] Boyd, C.E., Watten, B.J. "Aeration systems in Aquacultural." Rev.
Aquacultural Sci., 1, 425-472. 1989
[6] Boyd, C.E., "Pond water aeration systems". Aquacultural Eng. 18, 9-40.
1998
[7] Elliott, J.W. "The oxygen requirements of Chinook salmon." Progress.
Fish Culturist, 31, 67.1969
[8] APHA, Standard methods for the examination of water and wastewater,
15th Ed., American public Health Association, America Water Works
Association, and Water Pollution Control Federation, Washington D.C.
1980
[9] Moulick, S. Mal, B.C. Bandyopadhyay, S. "Design characteristics of
single hub paddle aerator." J. Environ. Engg. 131(8), 1147-1154. 2005.
[10] Cancino, B. "Design of high efficiency surface aerators part2. Rating of
surface aerator rotors". Aquacultural Eng. Elsevier., 31, 99-115. 2004.
[11] Fair, G.M., Gayer, J.C., Okun, "Water supply and Waste water disposal,
John Wiley & sons, Inc., New York. P. 450.1976
[12] Raj Kumar. "Oxygen transfer by mechanical aeration." M.E thesis, Dept.
of Civil Engineering, University of Rurkee, India. 1991.
[13] Nakasone, H., and Ozaki, M. "Oxidation-ditch process using falling
water as aerator." J. Environmental Eng., 121(2), 132-139. 1995.
[1] Rao, A. R.. "Predication of reaeration rate in square, stirres tanks." J.
Environ. Engg. 133(4), 411 - 418. 1999
[2] Metcalf and Eddy Inc. "Waste water Engineering; Treatment disposal
and reuse". Tata McGraw Hill. New Delhi, India. American Public
Health Association. 2001
[3] Wesner, G.M., Ewing, J. J., Lineck, T.S.,Jr., and 14. Hinrichs, D.J
"Energy conservation in municipal wastewater treatment." EPA-130/9-
77-011, NTIS No PB81-165391, U.S. EPA Res., Washington, D.C.
1977.
[4] Khadilkar, C.H. "Bulletin on B.O.D. moderator." Central public health
research institute, university of Baroda, India.1966.
[5] Boyd, C.E., Watten, B.J. "Aeration systems in Aquacultural." Rev.
Aquacultural Sci., 1, 425-472. 1989
[6] Boyd, C.E., "Pond water aeration systems". Aquacultural Eng. 18, 9-40.
1998
[7] Elliott, J.W. "The oxygen requirements of Chinook salmon." Progress.
Fish Culturist, 31, 67.1969
[8] APHA, Standard methods for the examination of water and wastewater,
15th Ed., American public Health Association, America Water Works
Association, and Water Pollution Control Federation, Washington D.C.
1980
[9] Moulick, S. Mal, B.C. Bandyopadhyay, S. "Design characteristics of
single hub paddle aerator." J. Environ. Engg. 131(8), 1147-1154. 2005.
[10] Cancino, B. "Design of high efficiency surface aerators part2. Rating of
surface aerator rotors". Aquacultural Eng. Elsevier., 31, 99-115. 2004.
[11] Fair, G.M., Gayer, J.C., Okun, "Water supply and Waste water disposal,
John Wiley & sons, Inc., New York. P. 450.1976
[12] Raj Kumar. "Oxygen transfer by mechanical aeration." M.E thesis, Dept.
of Civil Engineering, University of Rurkee, India. 1991.
[13] Nakasone, H., and Ozaki, M. "Oxidation-ditch process using falling
water as aerator." J. Environmental Eng., 121(2), 132-139. 1995.
@article{"International Journal of Mechanical, Industrial and Aerospace Sciences:63045", author = "S.B. Thakre and L.B. Bhuyar and S.J. Deshmukh", title = "Effect of Different Configurations of Mechanical Aerators on Oxygen Transfer and Aeration Efficiency with respect to Power Consumption", abstract = "This paper examines the use of mechanical aerator for
oxidation-ditch process. The rotor, which controls the aeration, is the
main component of the aeration process. Therefore, the objective of
this study is to find out the variations in overall oxygen transfer
coefficient (KLa) and aeration efficiency (AE) for different
configurations of aerator by varying the parameters viz. speed of
aerator, depth of immersion, blade tip angles so as to yield higher
values of KLa and AE. Six different configurations of aerator were
developed and fabricated in the laboratory and were tested for abovementioned
parameters. The curved blade rotor (CBR) emerged as a
potential aerator with blade tip angle of 47°.
The mathematical models are developed for predicting the
behaviour of CBR w.r.t kLa and power. In laboratory studies, the
optimum value of KLa and AE were observed to be 10.33 h-1 and
2.269 kg O2/ kWh.", keywords = "Aerator, Aeration efficiency, Dissolve Oxygen,Overall oxygen transfer coefficient, Oxidation ditch.", volume = "2", number = "2", pages = "217-9", }