TECHNICAL PAPERS
Feb 1, 1983

Simulation of Single‐Sludge Nitrogen Removal

Publication: Journal of Environmental Engineering
Volume 109, Issue 1

Abstract

A kinetic model is presented to describe the interactions among microbial reactions that are important in single‐sludge treatment systems for nitrification/denitrification. This model describes the aerobic processes of organic carbon oxidation and nitrification and the anaerobic process of denitrification. It was used in a series of computer simulation experiments to delineate the effects of process variables on efficiency of nitrogen removal in an intermittently aerated, completely mixed, single‐sludge configuration. The effects of the following variables on nitrogen removal were studied: aeration fraction, solids retention time, hydraulic retention time, dissolved oxygen control, and the influent concentration of organic matter. Important interactions were observed between the solids retention time, aeration fraction, and influent organic matter concentration and were investigated in additional simulation experiments. Results of these experiments show the importance of solids retention time, aeration fraction, influent organic matter concentration, and dissolved oxygen control strategy to good nitrogen removal. Knowledge of the nature of the interactions among these variables is directly applicable to design and operation of single‐sludge biological treatment systems for concurrent removal of organic matter and nitrogen.

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References

1.
Bailey, D. S., and Thomas, E. V., “Nitrogen Removal by Biological Denitrification,” Progress in Water Technology, Vol. 7, No. 2, 1975, pp. 329–338.
2.
Balakrishnan, S., Eckenfelder, W. W., “Nitrogen Relationships in Biological Treatment Processes—III. Denitrification in the Modified Activated Sludge Process,” Water Research, Vol. 3, 1969, pp. 177–188.
3.
Barnard, J. L., “The Bardenpho Process,” in Biological Nutrient Removal, W. P. Wanielista and W. W. Eckenfelder, eds., Ann Arbor Science Publishers, Inc., Ann Arbor, Mich., 1978.
4.
Barnard, J. L., “Cut P and N Without Chemicals—I,” Water Wastes Engineering, Vol. 11, No. 7, 1974, pp. 33–36.
5.
Barnard, J. L., “Cut P and N Without Chemicals—II,” Water Wastes Engineering, Vol. 11, No. 8, 1974, pp. 41–44.
6.
Batchelor, B., “Kinetic Analysis of Alternative Configurations for Single‐Sludge Nitrification/Denitrification,” Journal of the Water Pollution Control Federation, Vol. 54, No. 11, Nov., 1982, pp. 1493–1504.
7.
Busby, J. B., and Andrews, J. F., “Dynamic Modeling and Control Strategies for the Activated Sludge Process,” Journal of the Water Pollution Control Federation, Vol. 47, No. 5, 1975, pp. 1055–1080.
8.
Christensen, M. H., “Denitrification of Sewage by Alternating Process Operation,” Progress in Water Technology, Vol. 7, No. 2, 1975, pp. 339–347.
9.
Continuous System Modeling Program III (CSMP‐III): Program References Manual, International Business Machines Corp., 1975.
10.
Cristensen, M. H., and Harremoes, P., “Biological Denitrification of Sewage:A Literature Review,” Progress in Water in Technology, Vol. 8, No. 415, 1977, pp. 509–555.
11.
Drews, R. J. L. C., and Greeff, A. M., “Nitrogen Elimination by Rapid Alternation of Aerobic/'Anoxic' Conditions in 'Orbal' Activated Sludge Plants,” Water Research, Vol. 7, 1973, pp. 1183–1194.
12.
Engberg, D. J., and Schroeder, E. D., “Kinetics and Stoichiometry of Bacterial Denitrification as a Function of Cell Residence Time,” Water Research, Vol. 9, No. 12, 1975, pp. 1051–1054.
13.
Jones, P. H., and Sabra, H. M., “Effect of System Solids Retention Time (SSRT or Sludge Age) on Nitrogen Removal from Activated Sludge Systems,” Journal of the Water Pollution Control Federation, Vol. 79, No. 1, 1980, pp. 106–116.
14.
Krul, J. M., “The Relationship between Dissimilatory Nitrate Reduction and Oxygen Uptake by Cells of an Alicaligenes Strain in Flocs and in Suspension and by Activated Sludge Flocs,” Water Research, Vol. 10, 1976, pp. 337–341.
15.
Lawrence, A. W., and McCarty, P. L., “Unified Basis for Biological Treatment Design and Operation,” Journal of the Sanitary Engineering Division, ASCE, Vol. 96, No. SA3, June, 1970, pp. 757–778.
16.
Moore, S. F., and Schroeder, E. D., “The Effect of Nitrate Feed Rate on Denitrification,” Water Research, Vol. 4, 1971, pp. 445–452.
17.
Painter, H. A., “A Review of Literature on Inorganic Nitrogen Metabolism in Microorganisms,” Water Research, Vol. 4, 1970, pp. 393–450.
18.
Poduska, R. A., and Andrews, J. F., “Dynamics of Nitrification in the Activated Sludge Process,” Journal of the Water Pollution Control Federation, Vol. 47, 1975, pp. 2599–2619.
19.
Requa, D. A., and Schroeder, E. D., “Kinetics of Packed Bed Denitrification,” Journal of the Water Pollution Control Federation, Vol. 45, No. 8, 1973, pp. 1696–1707.
20.
Schwinn, D. E., and Storrier, D. F., and Thorne, D. G., “Full‐Scale Operation of a Single‐Stage Nitrification‐Denitrification Plant,” U.S. Environmental Protection Agency, EPA/500/12‐77/088, 1977.
21.
Sharma, B., and Ahlert, R. C., “Nitrification and Nitrogen Removal,” Water Research, Vol. 11, No. 10, 1977, pp. 897–925.
22.
Stensel, H. D., Refling, D. R., and Scott, J. H., “Carrousel Activated Sludge for Biological Nitrogen Removal,” in Biological Nutrient Removal, W. P. Wanielista, and W. W. Eckenfelder, eds., Ann Arbor Science Publishers, Inc., Ann Arbor, Mich., 1978.
23.
Stenstrom, M. K., A Dynamic Model and Computer Compatible Control Strategies for Wastewater Treatment Plants, dissertation, presented to Clemson University, at Clemson, S.C., in 1975, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 109Issue 1February 1983
Pages: 1 - 16

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Published online: Feb 1, 1983
Published in print: Feb 1983

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Bill Batchelor, A. M. ASCE
Assoc. Prof. Civ. Engrg. Dept., Texas A&M Univ., College Station, Tex. 77843

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