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The Determination of Bacterial Kinetics in A Powdered Activated Carbon Reactor BRIAN P. FLYNN, Environmental Engineer Environmental Control Division E.I. Du Pont de Nemours & Co. Deepwater, New Jersey 08023 INTRODUCTION One of the most recent approaches to operating an activated sludge process is on the basis of the sludge age concept (1). However, this approach was developed for biological systems and has not been applied to a biological system with powdered carbon addition (Du Pont PACT process). In order to design and operate a 30MM gpd waste treatment plant based on the PACT process, a procedure for analyzing data to produce the required sludge age was needed. The procedure developed is outlined along with laboratory-scale and pilot plant data. Dependence of BOD removal on temperature and sludge age is illustrated. The effects of carbon and biomass on COD, TOC, and color removal are separated. Du Pont Chambers Works is a diverse organic chemicals plant producing many types of dyes, organic intermediates, fluorocarbons, and lead alkyl compounds. The acidic wastewater is colored and contains heavy metals, with biodegradable and nonbiodegradable organics. It is difficult to treat by the conventional activated sludge process with any high degree of reliability. It has been discovered at this location by other investigators(2) that the most reliable and economical treatment process is the addition of powdered activated carbon to an activated sludge system. Figure 1 illustrates the process. Figure 1 — Carbon addition to activated sludge. Primary clarified effluent is fed to a complete mixed activated sludge reactor with fresh (or regenerated) powdered activated carbon. The carbon is used to adsorb high molecular weight organics and toxic compounds while the bacteria in the process degrade the lower molecular weight materials. Carbon and bacteria form a fine, dark sludge which settles well in the final clarifier where overflow effluent of tertiary quality is obtained. The system is capable of being run on the conventional sludge age concept by wasting sludge either from the aerator or clarifier underflow. The wasted sludge can be regenerated to recover reusable powdered activated carbon. The sludge age approach has been formally derived in terms of Monod biological kinetics. A brief synopsis based on Lawrence's paper (1) with modifications for carbon addition follows. The sludge age is defined as the total activated microbial mass in the treatment system (Xy) divided by the total active microbial mass wasted daily (AX/At)T. This wasting is both deliberate and inadvertent. 302
Object Description
Purdue Identification Number | ETRIWC197431 |
Title | Determination of bacterial kinetics in a powdered activated carbon reactor |
Author | Flynn, Brian P. |
Date of Original | 1974 |
Conference Title | Proceedings of the 29th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://earchives.lib.purdue.edu/u?/engext,24462 |
Extent of Original | p. 302-318 |
Series | Engineering extension series no. 145 |
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 | 2009-06-05 |
Capture Device | Fujitsu fi-5650C |
Capture Details | ScandAll 21 |
Resolution | 300 ppi |
Color Depth | 8 bit |
Description
Title | page302 |
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 | The Determination of Bacterial Kinetics in A Powdered Activated Carbon Reactor BRIAN P. FLYNN, Environmental Engineer Environmental Control Division E.I. Du Pont de Nemours & Co. Deepwater, New Jersey 08023 INTRODUCTION One of the most recent approaches to operating an activated sludge process is on the basis of the sludge age concept (1). However, this approach was developed for biological systems and has not been applied to a biological system with powdered carbon addition (Du Pont PACT process). In order to design and operate a 30MM gpd waste treatment plant based on the PACT process, a procedure for analyzing data to produce the required sludge age was needed. The procedure developed is outlined along with laboratory-scale and pilot plant data. Dependence of BOD removal on temperature and sludge age is illustrated. The effects of carbon and biomass on COD, TOC, and color removal are separated. Du Pont Chambers Works is a diverse organic chemicals plant producing many types of dyes, organic intermediates, fluorocarbons, and lead alkyl compounds. The acidic wastewater is colored and contains heavy metals, with biodegradable and nonbiodegradable organics. It is difficult to treat by the conventional activated sludge process with any high degree of reliability. It has been discovered at this location by other investigators(2) that the most reliable and economical treatment process is the addition of powdered activated carbon to an activated sludge system. Figure 1 illustrates the process. Figure 1 — Carbon addition to activated sludge. Primary clarified effluent is fed to a complete mixed activated sludge reactor with fresh (or regenerated) powdered activated carbon. The carbon is used to adsorb high molecular weight organics and toxic compounds while the bacteria in the process degrade the lower molecular weight materials. Carbon and bacteria form a fine, dark sludge which settles well in the final clarifier where overflow effluent of tertiary quality is obtained. The system is capable of being run on the conventional sludge age concept by wasting sludge either from the aerator or clarifier underflow. The wasted sludge can be regenerated to recover reusable powdered activated carbon. The sludge age approach has been formally derived in terms of Monod biological kinetics. A brief synopsis based on Lawrence's paper (1) with modifications for carbon addition follows. The sludge age is defined as the total activated microbial mass in the treatment system (Xy) divided by the total active microbial mass wasted daily (AX/At)T. This wasting is both deliberate and inadvertent. 302 |
Resolution | 300 ppi |
Color Depth | 8 bit |
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