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12 TRANSIENT RESPONSE OF A MULTI-STAGE COUNTER CURRENT WASHING SYSTEM FOR REMOVAL OF METALS FROM CONTAMINATED SOILS Allen Chao, Associate Professor Yi-tang Chang, Graduate Student Department of Civil Engineering North Carolina State University Raleigh, North Carolina 27695-7908 Mark Bricka, Environmental Engineer C. Nelson Neale, Environmental Engineer USAE WES EER Vicksburg, Mississippi 39180 INTRODUCTION Mediation of heavy metal contaminated soils can be carried out in many different ways. The process of chemical extraction using acids or EDTA solutions will be addressed in this paper. Results of limited field and laboratory studies reported in literature provides sufficient evidences to show that the chemical extraction method is promising for mediating heavy metal-contaminated soils. The results presented in available literature are informative but do not provide an insight into system design and operation of this method. For example, a continuous-flow reactor is likely to be used for large field applications. The equilibrium and efficiency data reported on this process1,2,3,4 were mostly obtained with batch reactors. Thus, the results reported cannot be directly used for field applications. Further, the extraction chemical method for remediation of contaminated soils is site and soil specific, there is no rule of thumb for predicting the optimum operational conditions and the maximum treatment efficiency. Hence, treatability studies must be conducted to determine whether the chemical extract method is effective for mediating a soil contaminated with certain types of heavy metals. Additionally, the type of system to be used for conducting the treatability study should be similar to that for full-scale field applications. A counter-current extraction system with the solvent flowing in one direction and the soil slurry flowing in the opposition direction will be used to conduct treatability studies. The concept of counter-current washing is simple and well-known but has not been reported in literature for mediation of contaminated soils. A major advantage of using the counter-current washing is that tremendous savings of chemical reagents can be achieved. Since the consumption of chemical reagent contributes to most of the treatment costs for the extraction method, the counter-current system is more cost-effective than other types of reactors. The proposed soil extraction system consists of a series of 4 stages (Figure 1). Each stage consists of a complete mixing tank and a clarifier. Influents of soil slurry and extraction fluid are mixed in the tank reactor where washing of the soil particles occurs. After a suitable detention time, the mixture is passed on to the clarifier for separating the washed soil particles from the liquid. The supernatant flows by gravitation from the clarifier of a stage to its immediate downstream stage reactor and the underflow solid suspension is pumped back to its immediate upstream stage reactor. TRANSIENT RESPONSE MODELS Full-scale continuous counter-current systems have been widely used in chemical processing industries. Mathematical equations describing the transient behavior of the extraction processes mostly concerns the initial start-up period of the process. The soil washing treatability studies need to be carried out to reach a steady-state for evaluating its system control parameters and efficiency. However, the system dynamic transient response must be evaluated in order to detect when a steady-state is reached. Once the system reaches the steady-state, all pertinent parameters are measured and the 49th Purdue Industrial Waste Conference Proceedings, 1994 Lewis Publishers, Chelsea, Michigan 48118. Printed in U.S.A. 99
Object Description
Purdue Identification Number | ETRIWC199412 |
Title | Transient response of a multi-stage counter-current washing system for removal of mws from contaminated soils |
Author |
Chao, Allen C. Chang, Yi-Tang Bricka, R. Mark Neale, C. Nelson |
Date of Original | 1994 |
Conference Title | Proceedings of the 49th Industrial Waste Conference |
Conference Front Matter (copy and paste) | http://e-archives.lib.purdue.edu/u?/engext,44602 |
Extent of Original | p. 99-110 |
Collection Title | Engineering Technical Reports Collection, Purdue University |
Repository | Purdue University Libraries |
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Description
Title | page 99 |
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 | 12 TRANSIENT RESPONSE OF A MULTI-STAGE COUNTER CURRENT WASHING SYSTEM FOR REMOVAL OF METALS FROM CONTAMINATED SOILS Allen Chao, Associate Professor Yi-tang Chang, Graduate Student Department of Civil Engineering North Carolina State University Raleigh, North Carolina 27695-7908 Mark Bricka, Environmental Engineer C. Nelson Neale, Environmental Engineer USAE WES EER Vicksburg, Mississippi 39180 INTRODUCTION Mediation of heavy metal contaminated soils can be carried out in many different ways. The process of chemical extraction using acids or EDTA solutions will be addressed in this paper. Results of limited field and laboratory studies reported in literature provides sufficient evidences to show that the chemical extraction method is promising for mediating heavy metal-contaminated soils. The results presented in available literature are informative but do not provide an insight into system design and operation of this method. For example, a continuous-flow reactor is likely to be used for large field applications. The equilibrium and efficiency data reported on this process1,2,3,4 were mostly obtained with batch reactors. Thus, the results reported cannot be directly used for field applications. Further, the extraction chemical method for remediation of contaminated soils is site and soil specific, there is no rule of thumb for predicting the optimum operational conditions and the maximum treatment efficiency. Hence, treatability studies must be conducted to determine whether the chemical extract method is effective for mediating a soil contaminated with certain types of heavy metals. Additionally, the type of system to be used for conducting the treatability study should be similar to that for full-scale field applications. A counter-current extraction system with the solvent flowing in one direction and the soil slurry flowing in the opposition direction will be used to conduct treatability studies. The concept of counter-current washing is simple and well-known but has not been reported in literature for mediation of contaminated soils. A major advantage of using the counter-current washing is that tremendous savings of chemical reagents can be achieved. Since the consumption of chemical reagent contributes to most of the treatment costs for the extraction method, the counter-current system is more cost-effective than other types of reactors. The proposed soil extraction system consists of a series of 4 stages (Figure 1). Each stage consists of a complete mixing tank and a clarifier. Influents of soil slurry and extraction fluid are mixed in the tank reactor where washing of the soil particles occurs. After a suitable detention time, the mixture is passed on to the clarifier for separating the washed soil particles from the liquid. The supernatant flows by gravitation from the clarifier of a stage to its immediate downstream stage reactor and the underflow solid suspension is pumped back to its immediate upstream stage reactor. TRANSIENT RESPONSE MODELS Full-scale continuous counter-current systems have been widely used in chemical processing industries. Mathematical equations describing the transient behavior of the extraction processes mostly concerns the initial start-up period of the process. The soil washing treatability studies need to be carried out to reach a steady-state for evaluating its system control parameters and efficiency. However, the system dynamic transient response must be evaluated in order to detect when a steady-state is reached. Once the system reaches the steady-state, all pertinent parameters are measured and the 49th Purdue Industrial Waste Conference Proceedings, 1994 Lewis Publishers, Chelsea, Michigan 48118. Printed in U.S.A. 99 |
Resolution | 300 ppi |
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