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Pure Oxygen Activated Sludge Treatment of a Petrochemical Waste R. E. RIEMER, Process Engineer Chemicals and Plastics Union Carbide Corporation Hahnville, Louisiana R. A. CONWAY, Group Leader Research and Development Department J. F. KUKURA, Project Engineer Engineering Department Union Carbide Corporation South Charleston, West Virginia E. A. WILCOX, Field Operations Manager Linde Division Union Carbide Corporation Tonawanda, New York INTRODUCTION The Taft Plant of Union Carbide Corporation is a petrochemical complex located on the Mississippi River about 30 miles above New Orleans, Louisiana. Over 50 products are made at this plant, including various olefins, several aromatics, ethylene oxide, ethylene glycol, ethyleneamines, alkylamines, acrylic esters, peracetic acid and its derivatives, epoxy resins, and glyoxal. The Taft Plant has a production rate of several 100 million pounds of chemicals per month. Plans are being implemented toward efficient secondary treatment of process wastewaters associated with the production of these petrochemicals. This paper describes the wastewater characteristics, laboratory and pilot treatment studies, and preliminary design of the selected system of anaerobic pretreatment followed by a UNOX System oxygenated activated sludge facility. The use of oxygen was considered for activated sludge treatment of the Taft Plant waste since it would enable carrying higher mixed liquor biomass concentrations and thus achieve the required treatment in a much lower retention time than would be needed with a conventional aerated system, while also providing the many other advantages of a closed, covered aeration system. Laboratory and pilot plant programs were conducted for both air and oxygen systems to determine design conditions for treating the Taft wastewater. The results of these pilot plant studies verified the expected reduction in retention time achievable with the use of oxygen, and, consequently, oxygen was selected for use in the full-scale design. WASTEWATER CHARACTERISTICS The process wastewaters at the Taft Plant are collected in sumps located at each manufacturing unit and are pumped in elevated sewer lines to the waste treatment area. The combined waste stream currently is subjected to pH adjustment, clarification, and equalization/anaerobic lagooning before being discharged to the Mississippi River. By keeping a minimum amount of water from being contaminated with process wastes, the hydraulic load to the sewer has been reduced to approximately 2500 gpm (3.6 mgd). This water conservation results in a relatively concentrated waste stream of 2500 to 3500 mg/1 BOD5. The temperature of the combined wastewater stream before primary treatment is 840
Object Description
Purdue Identification Number | ETRIWC197275 |
Title | Pure oxygen activated sludge treatment of a petrochemical waste |
Author |
Riemer, R. E. Conway, R. A. Kukura, J. F. Wilcox, E. A. |
Date of Original | 1972 |
Conference Title | Proceedings of the 27th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,20246 |
Extent of Original | p. 840-850 |
Series | Engineering extension series no. 141 |
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 | 2009-06-08 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page0840 |
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 | Pure Oxygen Activated Sludge Treatment of a Petrochemical Waste R. E. RIEMER, Process Engineer Chemicals and Plastics Union Carbide Corporation Hahnville, Louisiana R. A. CONWAY, Group Leader Research and Development Department J. F. KUKURA, Project Engineer Engineering Department Union Carbide Corporation South Charleston, West Virginia E. A. WILCOX, Field Operations Manager Linde Division Union Carbide Corporation Tonawanda, New York INTRODUCTION The Taft Plant of Union Carbide Corporation is a petrochemical complex located on the Mississippi River about 30 miles above New Orleans, Louisiana. Over 50 products are made at this plant, including various olefins, several aromatics, ethylene oxide, ethylene glycol, ethyleneamines, alkylamines, acrylic esters, peracetic acid and its derivatives, epoxy resins, and glyoxal. The Taft Plant has a production rate of several 100 million pounds of chemicals per month. Plans are being implemented toward efficient secondary treatment of process wastewaters associated with the production of these petrochemicals. This paper describes the wastewater characteristics, laboratory and pilot treatment studies, and preliminary design of the selected system of anaerobic pretreatment followed by a UNOX System oxygenated activated sludge facility. The use of oxygen was considered for activated sludge treatment of the Taft Plant waste since it would enable carrying higher mixed liquor biomass concentrations and thus achieve the required treatment in a much lower retention time than would be needed with a conventional aerated system, while also providing the many other advantages of a closed, covered aeration system. Laboratory and pilot plant programs were conducted for both air and oxygen systems to determine design conditions for treating the Taft wastewater. The results of these pilot plant studies verified the expected reduction in retention time achievable with the use of oxygen, and, consequently, oxygen was selected for use in the full-scale design. WASTEWATER CHARACTERISTICS The process wastewaters at the Taft Plant are collected in sumps located at each manufacturing unit and are pumped in elevated sewer lines to the waste treatment area. The combined waste stream currently is subjected to pH adjustment, clarification, and equalization/anaerobic lagooning before being discharged to the Mississippi River. By keeping a minimum amount of water from being contaminated with process wastes, the hydraulic load to the sewer has been reduced to approximately 2500 gpm (3.6 mgd). This water conservation results in a relatively concentrated waste stream of 2500 to 3500 mg/1 BOD5. The temperature of the combined wastewater stream before primary treatment is 840 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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