Research Article
Apr 1968
Effluent Disposal in South San Francisco Bay
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VIEW THE REPLYPublication: Journal of the Sanitary Engineering Division
Volume 94, Issue 2
Abstract
The effects of discharging effluent from a proposed primary treatment plant to the South San Francisco Bay estuary system are evaluated using both the Corps of Engineers' hydraulic model of San Francisco Bay and a specially developed mathematical model. Results obtained from both the hydraulic and mathematical models indicate that the BOD concentration will decrease logarithmically along the deep-water channel in both directions from the point of discharge. Steady-state BOD concentrations over the proposed discharge location were estimated to be 7.0 mg per 1 and 2.0 mg per 1 using the mathematical and hydraulic models respectively. Starting with an initial DO value of 7.6 mg per 1 and using the mathematical model, the steady-state dissolved oxygen concentration directly over the outfall was estimated to be 6.7 mg per 1.
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Information
Published In
Journal of the Sanitary Engineering Division
Volume 94 • Issue 2 • April 1968
Pages: 213 - 236
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Apr 1968
Published online: Feb 12, 2021
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Authors
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John A. Lager, AM.ASCE
Project Engr., Metcalf and Eddy, Engrs., Palo Alto, Calif.
George Tchobanoglous
Acting Asst. Prof., Stanfordf Untiv. Stanford, Calif.
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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.
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