page 501 |
Previous | 1 of 8 | Next |
|
|
Loading content ...
58 APPLICATION OF A PROCESS MODEL CALIBRATED WITH RESPIROMETRY TO PREDICT FULL-SCALE ACTIVATED SLUDGE PERFORMANCE Richard J. Colvin, Project Engineer Alan F. Rozich, President Bioprocess Engineering, Inc. Wilmington, DE 19808 Anthony F. Gaudy, Jr., Chairprofessor of Civil Engineering University of Delaware Newark, DE 19716 John Martin, Operations Engineer City of Baltimore Baltimore, MD 21202 INTRODUCTION Biological systems, such as activated sludge, often comprise the backbone of the process technology which is utilized for treating municipal and industrial wastewaters. With the increasing regulatory constraints and requirements that pollution control managers must face, activated sludge systems in both the public and private sectors will be expected to deliver better effluent quality on a more consistent basis. This will require a control strategy which can react to variations in influent waste characteristics such as changes in waste components, in strength of the waste, or in flow rate. Also, pollution control professionals need to be increasingly concerned with controlling the levels of toxicity and organics in effluent streams. Toxic components of influent waste must be considered from two viewpoints: 1) their effect on the treatment process and its primary function, removal of the influent COD; and 2) pass-through of toxic materials into the plant effluent. As is the case with any process, in order to realize optimal performance, it is necessary to utilize process control models for delineating guidelines for both design and operation. Although several models1,2,3-4 are available for designing fluidized biological processes such as activated sludge, it is rare for these models to be utilized for making specific recommendations for operation or to be used on a frequent basis as a predictive tool by plant management. Part of the reason for this may be the fact that some of the models are primarily suited for use in design. However, another explanation for this is the fact that it is difficult and time-consuming to evaluate the biological constants that must be inserted into the process control models to make them applicable for a particular treatment situation. This paper describes the application of a respirometric protocol that enables practitioners to determine specific operating strategies which are based on character and strength of the influent wastewater and on the biodegradation capability of the plant biomass. The procedure utilizes a proven process control model which is calibrated using biodegradation measurements made with an electrolytic respirometer. Data collection as well as process analysis are computerized and coordinated via a software package. A series of verification studies indicate that the protocol accurately predicts process performance for a full scale activated sludge treatment plant. BACKGROUND Process Control Models Most process control models for activated sludge systems are based on the fact that net specific microbial growth rate , nn, (reciprocal of 6\.) can be described as a function of the concentration, S, of exogenous waste, or substrate. Since engineering controls can be applied to control /.„, and if the relationship between p. and S is defined, then it is feasible to use the model to select the values of these controls that are needed to maintain effluent quality, S. An example of such a predictive modelling 45th Purdue Industrial Waste Conference Proceedings, © 1991 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 501
Object Description
Purdue Identification Number | ETRIWC199058 |
Title | Application of a process model calibrated with respirometry to predict full-scale activated sludge performance |
Author |
Colvin, Richard J. Rozich, Alan F. Gaudy, Anthony F. Martin, John |
Date of Original | 1990 |
Conference Title | Proceedings of the 45th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,41605 |
Extent of Original | p. 501-508 |
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 | 2009-08-20 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page 501 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
Rights Statement | Digital copyright Purdue University. All rights reserved. |
Language | eng |
Type (DCMI) | text |
Format | JP2 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Transcript | 58 APPLICATION OF A PROCESS MODEL CALIBRATED WITH RESPIROMETRY TO PREDICT FULL-SCALE ACTIVATED SLUDGE PERFORMANCE Richard J. Colvin, Project Engineer Alan F. Rozich, President Bioprocess Engineering, Inc. Wilmington, DE 19808 Anthony F. Gaudy, Jr., Chairprofessor of Civil Engineering University of Delaware Newark, DE 19716 John Martin, Operations Engineer City of Baltimore Baltimore, MD 21202 INTRODUCTION Biological systems, such as activated sludge, often comprise the backbone of the process technology which is utilized for treating municipal and industrial wastewaters. With the increasing regulatory constraints and requirements that pollution control managers must face, activated sludge systems in both the public and private sectors will be expected to deliver better effluent quality on a more consistent basis. This will require a control strategy which can react to variations in influent waste characteristics such as changes in waste components, in strength of the waste, or in flow rate. Also, pollution control professionals need to be increasingly concerned with controlling the levels of toxicity and organics in effluent streams. Toxic components of influent waste must be considered from two viewpoints: 1) their effect on the treatment process and its primary function, removal of the influent COD; and 2) pass-through of toxic materials into the plant effluent. As is the case with any process, in order to realize optimal performance, it is necessary to utilize process control models for delineating guidelines for both design and operation. Although several models1,2,3-4 are available for designing fluidized biological processes such as activated sludge, it is rare for these models to be utilized for making specific recommendations for operation or to be used on a frequent basis as a predictive tool by plant management. Part of the reason for this may be the fact that some of the models are primarily suited for use in design. However, another explanation for this is the fact that it is difficult and time-consuming to evaluate the biological constants that must be inserted into the process control models to make them applicable for a particular treatment situation. This paper describes the application of a respirometric protocol that enables practitioners to determine specific operating strategies which are based on character and strength of the influent wastewater and on the biodegradation capability of the plant biomass. The procedure utilizes a proven process control model which is calibrated using biodegradation measurements made with an electrolytic respirometer. Data collection as well as process analysis are computerized and coordinated via a software package. A series of verification studies indicate that the protocol accurately predicts process performance for a full scale activated sludge treatment plant. BACKGROUND Process Control Models Most process control models for activated sludge systems are based on the fact that net specific microbial growth rate , nn, (reciprocal of 6\.) can be described as a function of the concentration, S, of exogenous waste, or substrate. Since engineering controls can be applied to control /.„, and if the relationship between p. and S is defined, then it is feasible to use the model to select the values of these controls that are needed to maintain effluent quality, S. An example of such a predictive modelling 45th Purdue Industrial Waste Conference Proceedings, © 1991 Lewis Publishers, Inc., Chelsea, Michigan 48118. Printed in U.S.A. 501 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Tags
Comments
Post a Comment for page 501