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Combined Treatment Of An Organic Chemical Water By Activated Sludge Followed by Activated Carbon EDWARD S.K. CHIAN, Associate Professor YUEH CHANG, Graduate Student FOPPE B. DE WALLE, Research Assistant Professor Department of Civil Engineering University of Illinois Urbana, Illinois 61801 W.B. ROSE, Engineer Daily Associates Engineers, Inc. Champaign, Illinois 61820 INTRODUCTION Pretreated lagoon effluent of an organic chemical industry manufacturing household aerosol products was added to an activated sludge unit receiving municipal sewage to evaluate the effect of the combined municipal and industrial waste on the performance of the unit. The effluent of the activated sludge unit was further treated by activated carbon in the presence of biological growth. The organic chemical industry manufacturing 150 x IO6 units per year of aerosols, liquid packaging of household products, chemical specialities, cosmetics, pharmaceuticals and foods, produces a 50 percent probability waste stream of approximately 60,000 gpd (1). Eleven analyses of 24-hour composite samples of the waste stream showed an average BOD of 3,400 mg/1, a COD of 6,000 and a BOD/ COD ratio of 0.57 indicating that the majority of the organics is biodegradable (1). The waste consists for a large part of petroleum distillates (kerosenes), alcohols (is- opropyl and ethyl alcohol), chlorinated solvents (methylene chloride and chlorothene), aromatic compounds (benzene, toluene and xylene), and glycols, all subject to a variable degree of biological decomposition (2). Ground water polluted by slags and residues from a zinc extraction and processing industry, previously located at the same site, infiltrated to some extent into the industrial sewers and added several heavy metals such as zinc and iron to the waste stream (1). LAGOON TREATMENT OF THE INDUSTRIAL WASTE The industrial waste stream is passed through an aerated lagoon having a 5-day detention time. As the BOD:N:P weight ratio of the raw waste was 566:4:1, N and P were added to the aerated lagoon to improve the nutrient balance. After the aerated lagoon, the waste enters an anaerobic lagoon in which a slow biological degradation occurs. After a nine-month holding period, for example, the BOD decreased from approximately 3,000 to 966
Object Description
Purdue Identification Number | ETRIWC1975083 |
Title | Combined treatment of a organic chemical water by activated sludge followed by activated carbon |
Author |
Chian, Edward S. K. Chang, Yueh DeWalle, Foppe B. Rose, W. B. |
Date of Original | 1975 |
Conference Title | Proceedings of the 30th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,25691 |
Extent of Original | p. 966-972 |
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 | 2009-06-30 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page966 |
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 | Combined Treatment Of An Organic Chemical Water By Activated Sludge Followed by Activated Carbon EDWARD S.K. CHIAN, Associate Professor YUEH CHANG, Graduate Student FOPPE B. DE WALLE, Research Assistant Professor Department of Civil Engineering University of Illinois Urbana, Illinois 61801 W.B. ROSE, Engineer Daily Associates Engineers, Inc. Champaign, Illinois 61820 INTRODUCTION Pretreated lagoon effluent of an organic chemical industry manufacturing household aerosol products was added to an activated sludge unit receiving municipal sewage to evaluate the effect of the combined municipal and industrial waste on the performance of the unit. The effluent of the activated sludge unit was further treated by activated carbon in the presence of biological growth. The organic chemical industry manufacturing 150 x IO6 units per year of aerosols, liquid packaging of household products, chemical specialities, cosmetics, pharmaceuticals and foods, produces a 50 percent probability waste stream of approximately 60,000 gpd (1). Eleven analyses of 24-hour composite samples of the waste stream showed an average BOD of 3,400 mg/1, a COD of 6,000 and a BOD/ COD ratio of 0.57 indicating that the majority of the organics is biodegradable (1). The waste consists for a large part of petroleum distillates (kerosenes), alcohols (is- opropyl and ethyl alcohol), chlorinated solvents (methylene chloride and chlorothene), aromatic compounds (benzene, toluene and xylene), and glycols, all subject to a variable degree of biological decomposition (2). Ground water polluted by slags and residues from a zinc extraction and processing industry, previously located at the same site, infiltrated to some extent into the industrial sewers and added several heavy metals such as zinc and iron to the waste stream (1). LAGOON TREATMENT OF THE INDUSTRIAL WASTE The industrial waste stream is passed through an aerated lagoon having a 5-day detention time. As the BOD:N:P weight ratio of the raw waste was 566:4:1, N and P were added to the aerated lagoon to improve the nutrient balance. After the aerated lagoon, the waste enters an anaerobic lagoon in which a slow biological degradation occurs. After a nine-month holding period, for example, the BOD decreased from approximately 3,000 to 966 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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