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1/18
of the basic required knowledge have been lacking. It is necessary
to approach the problem on a regional or river basin scale, to examine
all of the real or potential waste sources in relation to each other,
and to analyze not only the engineering problems, but also those pertaining
to aquatic chemistry and biology, economics, and the social
sciences.
Although this field of 'vater quality management is developing rapidly,
it is still in its infancy and few areas have adequate water quality
management plans as yet. There is no plan in existence for the Maumee
River Basin or the Allen County portion of it. ~~ile the development
of such a plan is nmv possible, it would require many months of study
and, in itself, would comprise a volume more lengthy than this Report.
mlile the need for such planning exists, it is far beyond the scope
of this Report.
Since there is no water quality management plan setting forth acceptable
discharge levels for the Fort Wayne Plant, the problem remains one of
analyzing all available information concerning existing and desired
water quality, regulations, treatment processes, and costs.
The conclusions of this analysis for the Fort Wayne 'vater Pollution
Control Plant are: .
1. The BOD of the final effluent should not cause the average
dissolved oxygen concentr~tion of the Haumee River to fall
below five mg/l, nor belmv four mg/l at any time.
Object Description
| Title | Master plan for sewers (pt. 3) |
| Alternative Title | Water pollution control plant |
| Contributor |
Henry B. Steeg & Associates Fort Wayne (Ind.). Board of Public Works |
| Topic | Public Utilities |
| Subject | Sewage disposal--Indiana--Fort Wayne |
| Geographical Coverage | Fort Wayne, Indiana |
| Date of Original | January 1972 |
| Time Period | 1900-1999 |
| Source | Print version: Master plan for sewers. Pt. 3: Water pollution control plant. (Indianapolis, Ind.: Henry B. Steeg & Associates, 1972), 1 v. |
| Additional Availability | Print version might be available at IPFW Helmke Library. See online catalog. |
| Relation | Third of three parts of Master plan for sewer. Pt. 1, Relief sewers, digital barcode is 30000126499916; Pt. 2, Sanitary sewers, digital barcode is 30000126499924; |
| Rights | Copyright Indiana University-Purdue University Fort Wayne, 2006- . All rights reserved. May not be reproduced without permission. For information regarding reproduction and use see: http://cdm16776.contentdm.oclc.org/cdm/about/collection/p16776coll1/ |
| Date Digitally Created | April 17 2012 |
| Digital Publisher | Walter E. Helmke Library, Indiana University-Purdue University Fort Wayne |
| Digitization Specifications | This pdf file was derived from 400 dpi, 1-bit, uncompressed TIFF images that were scanned from the originals using a Fujitsu 5750C scanner with Adobe Acrobat 9.0 Professional scanning software, black and white configuration. |
| Content Type | Text |
| Digital Format | text/pdf |
| Collection | Fort Wayne Area Government Information |
| Identifier | 30000126499932 |
| File Name | 30000126499932.pdf |
Description
| Title | Page 46 |
| Transcript | 1/18 of the basic required knowledge have been lacking. It is necessary to approach the problem on a regional or river basin scale, to examine all of the real or potential waste sources in relation to each other, and to analyze not only the engineering problems, but also those pertaining to aquatic chemistry and biology, economics, and the social sciences. Although this field of 'vater quality management is developing rapidly, it is still in its infancy and few areas have adequate water quality management plans as yet. There is no plan in existence for the Maumee River Basin or the Allen County portion of it. ~~ile the development of such a plan is nmv possible, it would require many months of study and, in itself, would comprise a volume more lengthy than this Report. mlile the need for such planning exists, it is far beyond the scope of this Report. Since there is no water quality management plan setting forth acceptable discharge levels for the Fort Wayne Plant, the problem remains one of analyzing all available information concerning existing and desired water quality, regulations, treatment processes, and costs. The conclusions of this analysis for the Fort Wayne 'vater Pollution Control Plant are: . 1. The BOD of the final effluent should not cause the average dissolved oxygen concentr~tion of the Haumee River to fall below five mg/l, nor belmv four mg/l at any time. |
