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Application of Computerized Analysis to Comparative Costs of Sludge Dewatering by Vacuum Filter and Centrifuge THOMAS P. QUIRK, Parmer Quirk, Lawler, and Matusky Engineers 505 Fifth Avenue New York, New York DEWATERING SYSTEM AND ANALYTICAL APPROACH Dewatering operations follow sludge concentration and precede final disposal of dewatered cake. The degree of solids concentration achieved prior to dewatering will control dewatering performances for a given sludge. Similarly, the final disposal operation will exert a major influence on the definition of dewatered sludge. The analyses used in this paper recognize the intermediate nature of the dewatering operation and provide for acceptance of the various limitations and controls imposed by upstream pretreatment and downstream final disposal. For broad appeal, cost and performance data require generalization. However, generalization without recognition of specific process limitations can lead to misleading information. Similarly, cost and performance information for specific process conditions, while of local interest, cannot supply enough relationships for broad, general appeal. The use of the system analysis approach allows for both generalization and specificity needs to be served. The system analysis procedure employed (Table I) involves the following steps: 1) Development of performance model for the unit operation and/or the equipment under study; 2) Use of field performance data to define the constants in the performance model; 3) Development of a cost model for the unit operation and/or equipment under study; 4) Relation of cost and performance parameters so that cost effects of changes in performance requirements can be determined for each component of total cost; and 5) Use of computer facilities to execute the cost of performance relationships for any condition desired. TABLE I CENTRIFUGE VERSUS VACUUM FILTER SYSTEMS ANALYSIS APPROACH Develop Models for Equipment Performance Determine Performance Constants from Field Data Develop Models for Capital and Operating Costs Determine Cost Constants from Bids, Take-Offs and Analysis of Operation Program Performance and Cost Models for Computer Solution Compare Centrifuge and Vacuum Filter Costs - In General - For Specific Installation - 691 -
Object Description
Purdue Identification Number | ETRIWC196858 |
Title | Application of computerized analysis to comparative costs of sludge dewatering by vacuum filter and centrifuge |
Author | Quirk, T. P. (Thomas P.) |
Date of Original | 1968 |
Conference Title | Proceedings of the 23rd Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,15314 |
Extent of Original | p. 691-709 |
Series |
Engineering extension series no. 132 Engineering bulletin v. 53, 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 691 |
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 | Application of Computerized Analysis to Comparative Costs of Sludge Dewatering by Vacuum Filter and Centrifuge THOMAS P. QUIRK, Parmer Quirk, Lawler, and Matusky Engineers 505 Fifth Avenue New York, New York DEWATERING SYSTEM AND ANALYTICAL APPROACH Dewatering operations follow sludge concentration and precede final disposal of dewatered cake. The degree of solids concentration achieved prior to dewatering will control dewatering performances for a given sludge. Similarly, the final disposal operation will exert a major influence on the definition of dewatered sludge. The analyses used in this paper recognize the intermediate nature of the dewatering operation and provide for acceptance of the various limitations and controls imposed by upstream pretreatment and downstream final disposal. For broad appeal, cost and performance data require generalization. However, generalization without recognition of specific process limitations can lead to misleading information. Similarly, cost and performance information for specific process conditions, while of local interest, cannot supply enough relationships for broad, general appeal. The use of the system analysis approach allows for both generalization and specificity needs to be served. The system analysis procedure employed (Table I) involves the following steps: 1) Development of performance model for the unit operation and/or the equipment under study; 2) Use of field performance data to define the constants in the performance model; 3) Development of a cost model for the unit operation and/or equipment under study; 4) Relation of cost and performance parameters so that cost effects of changes in performance requirements can be determined for each component of total cost; and 5) Use of computer facilities to execute the cost of performance relationships for any condition desired. TABLE I CENTRIFUGE VERSUS VACUUM FILTER SYSTEMS ANALYSIS APPROACH Develop Models for Equipment Performance Determine Performance Constants from Field Data Develop Models for Capital and Operating Costs Determine Cost Constants from Bids, Take-Offs and Analysis of Operation Program Performance and Cost Models for Computer Solution Compare Centrifuge and Vacuum Filter Costs - In General - For Specific Installation - 691 - |
Resolution | 300 ppi |
Color Depth | 8 bit |
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