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Aerated Lagoon Treatment of Wastes from the Dow Chemical Company, Zionsville, Indiana GEORGE W. MANN, Waste Control Engineer Dow Chemical Company Zionsville, Indiana INTRODUCTION The facilities at Zionsville were originally known as Pitman-Moore Biological Laboratories from 1913 until 1968. During part of this interim most wastes were handled by open drainage (1913-1915), septic tanks (1915-1944), or collection tanks known as "kill pits" (for infectious wastes) and septic tanks (1944-1953). When the facilities were purchased by The Dow Chemical Company in 1962, wastes were treated by four methods: 1) imhoff tank; 2) septic tanks; 3) kill pits; and 4) activated sludge system. Effluent samples collected during the spring of 1963 from the above existing treatment plants indicated these facilities to be inadequate (Tablel). Date 3/21/63 4/03/63 4/11/63 5/02/63 5/09/63 A review of the above data and similar information from the other treatment plants indicated a need for either repair or replacement of these facilities. To provide the best solution, a study was initiated to find waste treatment facilities which would meet the following criteria: 1) extreme flexible hydraulic capacity; 2) immediate dilution of high organic concentrations; 3) continuous maintenance of aerobic conditions; 4) sludge disposal capacity; 5) maximum degree of portability; and 6) effluent of less than 30 mg/BOD. After considerable study, the most practical method was considered an aerated lagoon due to the location of the plant and the availability of land. This plan was submitted to the Indiana State Board of Health and was approved May 14, 1963. The wastes requiring treatment include: 1) laundry wastes; 2) domestic sewage; 3) blood and blood-by-products; 4) bacterial and viral fermentation by-products; 5) animal wastes; and 6) chemical solutions. -543- TABLE I IMHOFF EFFLUENT DATA COD/mg/liter BOD/mg/liter 1302 1200 656 300 1189 750 1521 1800 1509 1590
Object Description
Purdue Identification Number | ETRIWC197056 |
Title | Aerated lagoon treatment of wastes from the Dow Chemical Company, Zionsville, Indiana |
Author | Mann, George W. |
Date of Original | 1970 |
Conference Title | Proceedings of the 25th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,18196 |
Extent of Original | p. 543-550 |
Series | Engineering extension series no. 137 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Date Digitized | 2009-06-09 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page543 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital object copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | Aerated Lagoon Treatment of Wastes from the Dow Chemical Company, Zionsville, Indiana GEORGE W. MANN, Waste Control Engineer Dow Chemical Company Zionsville, Indiana INTRODUCTION The facilities at Zionsville were originally known as Pitman-Moore Biological Laboratories from 1913 until 1968. During part of this interim most wastes were handled by open drainage (1913-1915), septic tanks (1915-1944), or collection tanks known as "kill pits" (for infectious wastes) and septic tanks (1944-1953). When the facilities were purchased by The Dow Chemical Company in 1962, wastes were treated by four methods: 1) imhoff tank; 2) septic tanks; 3) kill pits; and 4) activated sludge system. Effluent samples collected during the spring of 1963 from the above existing treatment plants indicated these facilities to be inadequate (Tablel). Date 3/21/63 4/03/63 4/11/63 5/02/63 5/09/63 A review of the above data and similar information from the other treatment plants indicated a need for either repair or replacement of these facilities. To provide the best solution, a study was initiated to find waste treatment facilities which would meet the following criteria: 1) extreme flexible hydraulic capacity; 2) immediate dilution of high organic concentrations; 3) continuous maintenance of aerobic conditions; 4) sludge disposal capacity; 5) maximum degree of portability; and 6) effluent of less than 30 mg/BOD. After considerable study, the most practical method was considered an aerated lagoon due to the location of the plant and the availability of land. This plan was submitted to the Indiana State Board of Health and was approved May 14, 1963. The wastes requiring treatment include: 1) laundry wastes; 2) domestic sewage; 3) blood and blood-by-products; 4) bacterial and viral fermentation by-products; 5) animal wastes; and 6) chemical solutions. -543- TABLE I IMHOFF EFFLUENT DATA COD/mg/liter BOD/mg/liter 1302 1200 656 300 1189 750 1521 1800 1509 1590 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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