Kinetics of black-olive wastewater treatment by the activated-sludge system
Kinetics of black-olive wastewater treatment by the activated-sludge system
Black-olive wastewater is easily degraded by the completely mixed activated-sludge treatment system. The bio-kinetic coefficients are calculated from the two-level activated-sludge operational processes by using four influent-COD concentrations and four values of solids-retention time. The results indicate that the effluent-COD is related to the influent-COD concentration. Furthermore, the effluent COD is proportional to the product of the influent-COD concentration and the specific growth rate. The multiple-substrate model of Adams et al. gives a good prediction of the effluent COD under variable influent-COD concentrations.
587-293
Borja, R.
ed513484-04ff-4424-ab79-dc715ca63146
Banks, C.J.
5c6c8c4b-5b25-4e37-9058-50fa8d2e926f
Garrido, A.
f95d16a8-7a44-4361-b28a-d23341c166e2
1994
Borja, R.
ed513484-04ff-4424-ab79-dc715ca63146
Banks, C.J.
5c6c8c4b-5b25-4e37-9058-50fa8d2e926f
Garrido, A.
f95d16a8-7a44-4361-b28a-d23341c166e2
Borja, R., Banks, C.J. and Garrido, A.
(1994)
Kinetics of black-olive wastewater treatment by the activated-sludge system.
Process Biochemistry, 29, .
(doi:10.1016/0032-9592(94)80023-5).
Abstract
Black-olive wastewater is easily degraded by the completely mixed activated-sludge treatment system. The bio-kinetic coefficients are calculated from the two-level activated-sludge operational processes by using four influent-COD concentrations and four values of solids-retention time. The results indicate that the effluent-COD is related to the influent-COD concentration. Furthermore, the effluent COD is proportional to the product of the influent-COD concentration and the specific growth rate. The multiple-substrate model of Adams et al. gives a good prediction of the effluent COD under variable influent-COD concentrations.
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Published date: 1994
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Local EPrints ID: 74914
URI: http://eprints.soton.ac.uk/id/eprint/74914
ISSN: 1359-5113
PURE UUID: 43c2924f-f83c-4675-bab4-d38694219201
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Date deposited: 11 Mar 2010
Last modified: 14 Mar 2024 02:39
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Author:
R. Borja
Author:
A. Garrido
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