TECHNICAL PAPERS
Jul 1, 1993

Modeling Soluble Manganese Removal by Oxide‐Coated Filter Media

Publication: Journal of Environmental Engineering
Volume 119, Issue 4

Abstract

Mathematical models were developed to predict design and operational conditions needed to implement oxide‐coated media as a treatment process for soluble manganese removal. Two separate models were developed to predict the continuous removal of soluble manganese in the presence of free chlorine (continuous regeneration model), and the eventual breakthrough of soluble manganese without oxidant addition (intermittent regeneration model). Each model was derived from chemical reaction, mass balance, or isotherm equations and was further developed by a sensitivity analysis and parameter estimation. Model verification involved review of independent research studies regarding soluble manganese removal.

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References

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Edwards, S. E., and McCall, G. B. (1946). Manganese removal by break‐point chlorination.” Water and Sewage Works, 93(8), 303–305.
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Griffin, A. E. (1960). “Significance and removal of manganese in water supplies.” J. Am. Water Works Assoc., 52(10), 1326–1334.
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Hungate, R. W. (1988). “Adsorption kinetics for the removal of soluble manganese by oxide‐coated filter media,” MS thesis, Virginia Polytechnic Institute and State University, Blacksburg, Va.
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Information & Authors

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 119Issue 4July 1993
Pages: 679 - 694

History

Received: Apr 25, 1991
Published online: Jul 1, 1993
Published in print: Jul 1993

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Authors

Affiliations

B. M. Coffey, Member, ASCE
Engr., Water Quality Div., Metropolitan Water District of Southern California, 700 N. Moreno Ave., La Verne, CA 91750
D. L. Gallagher, Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA 24061
W. R. Knocke, Member, ASCE
Prof., Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, VA

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