Page 33 |
Previous | 33 of 247 | Next |
|
small (250x250 max)
medium (500x500 max)
Large
Extra Large
large ( > 500x500)
Full Resolution
All (PDF)
|
This page
All
|
1/5
Inspection of Figure 1/1 indicates that wastewater flow increased at a
rate greater than water plant pumpage from 1963 to 1971, and this fact
is reflected in the flow projections. The difference in the projected
demands for water and wastewater treatment recognizes that the additional
sewers result in added infiltration burden. Flow projections indicate an
annual average flow of 60 HGD will occur in the period between 1985 and
1990. Dry weather month projections (Figure 1/2) also indicate that,
for the month of September, 60 HGD will be realized in the period between
1985 and 1990. While September flows admittedly represent the
most liberal interpretation of the data plotted, this projection coupled
with that of Figure 1/1 indicate it is ~ealistic to anticipate a flow
of 60 HGD will be realized between 1985 and 1990.
It is our opinion that 60 HGD represents the best design value for the
immediately required plant expansion.
The Master Plan prediction of total \V'astewater flow in the year 2020
at the existing plant is appr~ximately 120 MGD. Any prediction of conditions
so far in the future is quite speculative, but, as with the
population projection, the accuracy of this long range forecast is not
of great importance to this study.
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 33 |
| Transcript | 1/5 Inspection of Figure 1/1 indicates that wastewater flow increased at a rate greater than water plant pumpage from 1963 to 1971, and this fact is reflected in the flow projections. The difference in the projected demands for water and wastewater treatment recognizes that the additional sewers result in added infiltration burden. Flow projections indicate an annual average flow of 60 HGD will occur in the period between 1985 and 1990. Dry weather month projections (Figure 1/2) also indicate that, for the month of September, 60 HGD will be realized in the period between 1985 and 1990. While September flows admittedly represent the most liberal interpretation of the data plotted, this projection coupled with that of Figure 1/1 indicate it is ~ealistic to anticipate a flow of 60 HGD will be realized between 1985 and 1990. It is our opinion that 60 HGD represents the best design value for the immediately required plant expansion. The Master Plan prediction of total \V'astewater flow in the year 2020 at the existing plant is appr~ximately 120 MGD. Any prediction of conditions so far in the future is quite speculative, but, as with the population projection, the accuracy of this long range forecast is not of great importance to this study. |
