TECHNICAL PAPERS
Nov 1, 1991

Expert Systems for Mixing‐Zone Analysis and Design of Pollutant Discharges

Publication: Journal of Water Resources Planning and Management
Volume 117, Issue 6

Abstract

Water‐quality policy in the United States includes the concept of a mixing zone, a limited area or volume of water where initial dilution of an aqueous pollutant discharge occurs. Given a myriad of possible discharge configurations, ambient environments, and mixing‐zone definitions, the analyst needs considerable training and expertise to conduct accurate and reliable mixing‐zone analysis. The Cornell Mixing Zone Expert System is a series of programs developed to predict the dilution and trajectory of submerged single‐port (CORMIX1), multiport diffusers (CORMIX2), and surface (CORMIX3) discharges of arbitrary‐density (positive, neutral, or negative) into a stratified or uniform‐density ambient environment with or without crossflow. CORMIX gathers the necessary data, checks for data consistency, assembles and executes the appropriate hydrodynamic simulation models, interprets the results of the simulation in terms of the legal requirements including toxic discharge criteria, and suggests design alternatives to improve dilution characteristics. In particular, CORMIX correctly predicts highly complex discharge situations involving boundary interactions, dynamic bottom attachments, internal layer formation, and buoyant intrusions, all features that are beyond the predictive capabilities of other currently available initial mixing models.

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References

1.
Akar, P. J., and Jirka, G. H. (1990). “CORMIX2: An expert system for hydrodynamic mixing zone analysis of conventional and toxic submerged multiport discharges.” Tech. Report, Defrees Hydr. Lab., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.
2.
Doneker, R. L., and Jirka, G. H. (1990). “CORMIX1: An expert system for mixing zone analysis of conventional and toxic single port aquatic discharges.” Report No. 600/600/3‐90/012, Envir. Res. Lab., Envir. Protection Agency, Athens, Ga.
3.
Jirka, G. H., and Doneker, R. L. (1991). “Hydrodynamic classification of submerged single port discharges.” J. Hydr. Engrg., ASCE, 117.
4.
Jones, G. R., and Jirka, G. H. (1990). “CORMIX3: An expert system for the analysis and prediction of buoyant surface discharges.” Tech. Report, DeFrees Hydr. Lab., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.
5.
Lee, J. H. W., and Neville‐Jones, P. (1987). “Initial dilution of horizontal jet in crossflow.” J. Hydr. Engrg., ASCE, 113 (5).
6.
Muellenhoff, W. P., et al. (1985). Initial mixing characteristics of municipal ocean discharges. Envir. Res. Lab., Narragansett, R.I.
7.
“Technical guidance manual for performing waste load allocations.” (1991). Book III: Estuaries, R. A. Ambrose and J. L. Martin, ed., U.S. Envir. Protection Agency, Washington, D.C.
8.
Technical support document for water quality‐based toxics control. (1985). Office of Water, U.S. Envir. Protection Agency, Washington, D.C.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 117Issue 6November 1991
Pages: 679 - 697

History

Published online: Nov 1, 1991
Published in print: Nov 1991

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Authors

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Robert L. Doneker, Member, ASCE
Asst. Prof., Multnomah School of Engrg., Univ. of Portland, Portland, OR 97203
Gerhard H. Jirka, Fellow, ASCE
Prof. and Dir., DeFrees Hydr. Lab., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853

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