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Of course, these inorganic sludges will remain relatively unaltered
and still require final disposal.
111/10
Changes in wastewater characteristics are produced by the addition of
certain chemicals for phosphate removal. }Ietallic ion contamination
of return activated sludge and pH fluctuations are two possible problems
which require attention. Also, introduction of various salts
may adversely affect the quality of the final effluent.
Area Usage
Land for additional treatment facilities is available adjacent to the
original treatment facilities south of t~e river. This acreage is,
for the most part, between the river and the treatment facilities.
Some open space is also located south and west of the primary tanks
and between the primary and aeration tanks and the control building.
Land east of the existing aeration tanks is being considered for future
aeration tanks.
Additional land (nearly 120 acres) is available on the north side of
the river. Separate or advanced wastewater treatment facilities
could be constructed in this area.
REHOVAL 'PROCESSES
State of the Art .
Treatment of domestic waste~'later specifically for the removal of
phosphorus is a relatively new requirement. Consequently, present
day applications' have not been completely proven in the wastewater
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 91 |
| Transcript | Of course, these inorganic sludges will remain relatively unaltered and still require final disposal. 111/10 Changes in wastewater characteristics are produced by the addition of certain chemicals for phosphate removal. }Ietallic ion contamination of return activated sludge and pH fluctuations are two possible problems which require attention. Also, introduction of various salts may adversely affect the quality of the final effluent. Area Usage Land for additional treatment facilities is available adjacent to the original treatment facilities south of t~e river. This acreage is, for the most part, between the river and the treatment facilities. Some open space is also located south and west of the primary tanks and between the primary and aeration tanks and the control building. Land east of the existing aeration tanks is being considered for future aeration tanks. Additional land (nearly 120 acres) is available on the north side of the river. Separate or advanced wastewater treatment facilities could be constructed in this area. REHOVAL 'PROCESSES State of the Art . Treatment of domestic waste~'later specifically for the removal of phosphorus is a relatively new requirement. Consequently, present day applications' have not been completely proven in the wastewater |
