page 275 |
Previous | 1 of 9 | Next |
|
|
Loading content ...
Anaerobic and Aerobic Lagoon Treatment of Packing Plant Wastes DONALD R. STANLEY, Consulting Engineer Stanley Associates Engineering, Ltd. Edmonton, Alberta, Canada INTRODUCTION As population and industrialization increase the complexity and magnitude of waste treatment problems grow. In the past, the planning for many industrial plants has not taken into consideration the future requirements for waste treatment. When many older plants were built the requirements may have been such that waste discharge required little, if any, treatment. As areas developed these conditions changed and the industry had to build costly facilities to meet the requirements of reasonable water sanitation. In many of these cases consideration of the problem in the first instance may have resulted in a plant location which would allow the industry to solve it's problem much more economically. Waste from most industries located within developed urban areas is usually discharged to community sewer systems and treated along with domestic sewage. As the need develops for higher degrees of treatment municipalities have to find means to finance the capital and operating costs of the treatment facilities required. In order to do this, many communities have instituted sewer service charges designed to assess the cost of the facilities against the users of the systems on an equitable basis. Where industrial waste is a problem, a sewer service by-law may put certain restrictions on the quality of the effluent allowed to be discharged to the system and in some cases may provide for surcharges based on the concentration of such characteristics as BOD, suspended solids, grease and chlorine demand, depending upon how these effect the cost of treatment. In a case where there is a highly concentrated waste and a sewer charge based on quality, the industry has to analyze the problem to determine whether it is more economical to pay the community for treating its waste or to construct its own pretteatment facilities in order to reduce the surcharge. In some cases it may even be advantageous for the industry to construct treatment and disposal facilities to the extent necessary for direct discharge into a receiving body of water. In the case where an industry's location is such that it is almost impossible to treat and dispose of its waste independently, the cost of treating to meet the municipality's requirements or to pay an equitable share of the cost for the municipality to treat the waste may have a significant effect on the economics of the plant operation. The type of treatment facility operated by the municipality may be efficient to handle the community waste as a whole, but very inefficient and costly for treating particular types of industrial waste. Such a situation existed in the City of Edmonton, Canada, where the payments by three meat packing plants to the City for waste treatment indicated that the construction and operation of separate treatment and disposal facilities would result in substantial savings. After considering several possible solutions to the problem, the one which appeared to have the best potential involved the use of - 275 -
Object Description
Purdue Identification Number | ETRIWC196626 |
Title | Anaerobic and aerobic lagoon treatment of packing plant wastes |
Author | Stanley, Donald R. |
Date of Original | 1966 |
Conference Title | Proceedings of the 21st Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,12965 |
Extent of Original | p. 275-283 |
Series |
Engineering extension series no. 121 Engineering bulletin v. 50, no. 2 |
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 | 2009-05-20 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 275 |
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 | Anaerobic and Aerobic Lagoon Treatment of Packing Plant Wastes DONALD R. STANLEY, Consulting Engineer Stanley Associates Engineering, Ltd. Edmonton, Alberta, Canada INTRODUCTION As population and industrialization increase the complexity and magnitude of waste treatment problems grow. In the past, the planning for many industrial plants has not taken into consideration the future requirements for waste treatment. When many older plants were built the requirements may have been such that waste discharge required little, if any, treatment. As areas developed these conditions changed and the industry had to build costly facilities to meet the requirements of reasonable water sanitation. In many of these cases consideration of the problem in the first instance may have resulted in a plant location which would allow the industry to solve it's problem much more economically. Waste from most industries located within developed urban areas is usually discharged to community sewer systems and treated along with domestic sewage. As the need develops for higher degrees of treatment municipalities have to find means to finance the capital and operating costs of the treatment facilities required. In order to do this, many communities have instituted sewer service charges designed to assess the cost of the facilities against the users of the systems on an equitable basis. Where industrial waste is a problem, a sewer service by-law may put certain restrictions on the quality of the effluent allowed to be discharged to the system and in some cases may provide for surcharges based on the concentration of such characteristics as BOD, suspended solids, grease and chlorine demand, depending upon how these effect the cost of treatment. In a case where there is a highly concentrated waste and a sewer charge based on quality, the industry has to analyze the problem to determine whether it is more economical to pay the community for treating its waste or to construct its own pretteatment facilities in order to reduce the surcharge. In some cases it may even be advantageous for the industry to construct treatment and disposal facilities to the extent necessary for direct discharge into a receiving body of water. In the case where an industry's location is such that it is almost impossible to treat and dispose of its waste independently, the cost of treating to meet the municipality's requirements or to pay an equitable share of the cost for the municipality to treat the waste may have a significant effect on the economics of the plant operation. The type of treatment facility operated by the municipality may be efficient to handle the community waste as a whole, but very inefficient and costly for treating particular types of industrial waste. Such a situation existed in the City of Edmonton, Canada, where the payments by three meat packing plants to the City for waste treatment indicated that the construction and operation of separate treatment and disposal facilities would result in substantial savings. After considering several possible solutions to the problem, the one which appeared to have the best potential involved the use of - 275 - |
Resolution | 300 ppi |
Color Depth | 8 bit |
Tags
Comments
Post a Comment for page 275