Research Article
Dec 1977
High-Rate Disinfection: Chlorine Versus Chlorine Dioxide
Publication: Journal of the Environmental Engineering Division
Volume 103, Issue 6
Abstract
High-rate disinfection of combined sewer overflows with chlorine and chlorine dioxide is evaluated. Mathematical methods of both systems are developed and a performance comparison of the two disinfectants is presented. The performance models indicate that disinfection by chlorine is more sensitive to mixing intensity and detention time than is chlorine dioxide. Cost equations and the performance models are used to develop optimum cost effective systems for conditions typical for Rochester, N.Y. The optimizations indicate that, although chlorine dioxide permits the use of lower detention time facilities, chlorine results in lower overall system costs.
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Information
Published In
Journal of the Environmental Engineering Division
Volume 103 • Issue 6 • December 1977
Pages: 1089 - 1103
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Dec 1977
Published online: Feb 11, 2021
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Authors
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Donald F. Geisser
Research Engr.; O'Brien and Gere Engrs., Inc., Syracuse, N.Y.
Steven R. Garver, AM.ASCE
Sr. Project Engr.; O'Brien and Gere Engrs., Inc., Syracuse, N.Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.