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Cost Minimization in Wastewater Treatment Via Regionalized Treatment Facilities: An Application of Zero-One Mixed Integer Programming

Published online by Cambridge University Press:  10 May 2017

J. M. Gates
Affiliation:
Department of Resource Economics University of Rhode Island, Agricultural Experiment Station Contribution # 1547
V. J. Norton
Affiliation:
Department of Resource Economics University of Rhode Island, Agricultural Experiment Station Contribution # 1547
J. J. Mueller
Affiliation:
Department of Resource Economics University of Rhode Island, Agricultural Experiment Station Contribution # 1547
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Extract

The disposal of industrial and municipal wastes is a complex and costly problem. The combination of increases in population, affluence, and industrial activity is generating growing volumes of water borne waste that must be disposed of or recycled. In 1972 for example, the estimated volume of wastewater generated in Rhode Island was 179 million gallons per day (MGD). This represented an average of 185 gallons per day for each Rhode Island resident and indications are that this volume is increasing each year.

Type
Research Article
Copyright
Copyright © Northeastern Agricultural and Resource Economics Association 

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References

1 Norton, V. J., Gates, J. M. and Mueller, J. J.The Economics of Waste Disposal in the Marine Environment: A Report to the New England Interstate Water Pollution Control Commission,” June, 1974.Google Scholar
2 Palm, D. J. and Jansma, J. D.The Economics of Regional Wastewater Management Systems,” Journal of the Northeastern Agricultural Economics Council, Vol. II, No. 2, October 1973, pp. 172184.Google Scholar
3 Bhalla, Hargit S. and Rikkers, Robert F. Multi-time Period Facilities Location Problems: A Heuristic Algorithm with Applications to Wastewater Treatment Systems, Department of Industrial Engineering and Operations Research, University of Massachusetts, 1971.Google Scholar
4 McCarl, Bruce and Barton, David. “Documentation on a Zero-One Mixed Integer Programming Code ‘MIPZl',” Department of Agricultural Economics, Cornell University, 1973.Google Scholar
5 Wanielista, Marty and Sheffield, C. W., Design Considerations and Costs of Advanced Wastewater Treatment, Environmental Systems Engineering Institute, Florida Technological University, Orlando, Florida, 1972.Google Scholar
6 Babbit, Harold E. and Doland, James J., Water Supply Engineering, McGraw-Hill Books Company, New York, 1955.Google Scholar
7 Personal Communication with Smith, Robert, Advanced Wastewater Treatment Research Laboratory, E.P.A., Cincinnati, Ohio.Google Scholar
8 U.S. Department of the Army, Office of the Chief of Engineers, Chicago District U.S. Army Corps of Engineers. Regional Wastewater Management Systems for the Chicago Metropolitan Area: Technical Appendix, March, 1972.Google Scholar