MECHANISTIC UNDERSTANDING OF FATE AND TRANSPORT OF SELENIUM, ARSENIC, AND SULFUR IN A PILOT-SCALE CONSTRUCTED WETLAND TREATMENT SYSTEM DESIGNED FOR FLUE-GAS DESULFURIZATION WASTEWATER by MADHUBHASHINI BUDDHIKA GALKADUWA B.S., University of Peradeniya, Sri Lanka, 2006 M.S., Post Graduate Institute of Science, University of Peradeniya, Sri Lanka, 2008 AN ABSTRACT OF A DISSERTATION submitted in partial fulfillment of the requirements for the degree DOCTOR OF PHILOSOPHY Department of Agronomy College of Agriculture KANSAS STATE UNIVERSITY Manhattan, Kansas 2015 Abstract Constructed wetland treatment systems (CWTSs) are an alternative adaptation for flue- gas desulfurization (FGD) wastewater purification. A series of laboratory-based soil column studies mimicking a pilot-scale CWTS was carried out to evaluate the performance of the treatment system in detail. The main objectives of studies were to (1) understand the transport characteristics, retention capacity and transformation of selenium and other FGD constituents in the CWTS, (2) evaluate the effectiveness of soil treatments and influent flow rate on the performance of the CWTS, and (3) develop a mechanistic understanding of the CWTS performance through monitoring interrelationships of selenium (Se), arsenic (As), iron (Fe), and sulfur (S). Ferrihydrite (1% w/w), and labile organic carbon (OC) were used as soil treatments. Different influent flow rates, X (1.42 mL/hour), 2X, or 1/2X were used depending on the objectives of each study. Deoxygenated 1:1 mixture of FGD: raw water was the influent. It was delivered to the saturated columns with an upward flow. Effluent samples were collected continuously, and analyzed for constituents of concern. End of these experiments, soil from sectioned columns were used for total elemental analysis, sequential extraction procedure (SEP) for Se, and synchrotron-based X-ray spectroscopy analyses. Results indicated a complete Se retention by the columns. Boron, and fluorine partially retained whereas sodium, sulfur, and chlorine retention was weak, agreeing with field observations. Some of the initially-retained Se (~ 4 to 5%) was mobilized by changing redox conditions in the soil. Selenium fed with the wastewater accumulated in the bottom 1/3 (inlet) of the soil columns and was mainly sequestrated as stable forms revealed by SEP. Bulk-, and micro-XANES analyses suggested the retention mechanism of Se from the FGD wastewater was via the transformation of Se into reduced/stable forms [Se(IV), organic Se, and Se(0)]. Under wetland conditions, native soil As was mobilized by reductive dissolution of As associated minerals. However, the ferrihydrite amendment suppressed the native soil As mobility. Micro-XRF mapping integrated with As, and Fe-XANES suggested that the mechanism of native soil As retention was the sequestration of released As with newly precipitated secondary Fe minerals. A long-term study carried out with X, 1/2X flow rates, and OC source indicated enhanced S retention by the slow flow rate (1/2X), most likely due to the time dependency of biogenic S reduction. Further, bulk S-, As-, and Fe- XANES revealed that long submergence period and the slow flow rate increased the formation of reduced and/or biogenic S, realgar-like, and greigite-like species. These observations indicated that modified flow rates could have a significant impact on the long-term trace element (such as As) sequestration in the CWTS. Our studies provide useful information to improve the performance, and longevity of a full-scale CWTS for FGD wastewaters. MECHANISTIC UNDERSTANDING OF FATE AND TRANSPORT OF SELENIUM, ARSENIC, AND SULFUR IN A PILOT-SCALE CONSTRUCTED WETLAND TREATMENT SYSTEM DESIGNED FOR FLUE-GAS DESULFURIZATION WASTEWATER by MADHUBHASHINI BUDDHIKA GALKADUWA B.S., University of Peradeniya, Sri Lanka, 2006 M.S., Post Graduate Institute of Science, University of Peradeniya, Sri Lanka, 2008 A DISSERTATION submitted in partial fulfillment of the requirements for the degree DOCTOR OF PHILOSOPHY Department of Agronomy College of Agriculture KANSAS STATE UNIVERSITY Manhattan, Kansas 2015 Approved by: Major Professor Ganga M. Hettiarachchi Copyright MADHUBHASHINI BUDDHIKA GALKADUWA 2015 Abstract Constructed wetland treatment systems (CWTSs) are an alternative adaptation for flue- gas desulfurization (FGD) wastewater purification. A series of laboratory-based soil column studies mimicking a pilot-scale CWTS was carried out to evaluate the performance of the treatment system in detail. The main objectives of studies were to (1) understand the transport characteristics, retention capacity and transformation of selenium and other FGD constituents in the CWTS, (2) evaluate the effectiveness of soil treatments and influent flow rate on the performance of the CWTS, and (3) develop a mechanistic understanding of the CWTS performance through monitoring interrelationships of selenium (Se), arsenic (As), iron (Fe), and sulfur (S). Ferrihydrite (1% w/w), and labile organic carbon (OC) were used as soil treatments. Different influent flow rates, X (1.42 mL/hour), 2X, or 1/2X were used depending on the objectives of each study. Deoxygenated 1:1 mixture of FGD: raw water was the influent. It was delivered to the saturated columns with an upward flow. Effluent samples were collected continuously, and analyzed for constituents of concern. End of these experiments, soil from sectioned columns were used for total elemental analysis, sequential extraction procedure (SEP) for Se, and synchrotron-based X-ray spectroscopy analyses. Results indicated a complete Se retention by the columns. Boron, and fluorine partially retained whereas sodium, sulfur, and chlorine retention was weak, agreeing with field observations. Some of the initially-retained Se (~ 4 to 5%) was mobilized by changing redox conditions in the soil. Selenium fed with the wastewater accumulated in the bottom 1/3 (inlet) of the soil columns and was mainly sequestrated as stable forms revealed by SEP. Bulk-, and micro-XANES analyses suggested the retention mechanism of Se from the FGD wastewater was via the transformation of Se into reduced/stable forms [Se(IV), organic Se, and Se(0)]. Under wetland conditions, native soil As was mobilized by reductive dissolution of As associated minerals. However, the ferrihydrite amendment suppressed the native soil As mobility. Micro-XRF mapping integrated with As, and Fe-XANES suggested that the mechanism of native soil As retention was the sequestration of released As with newly precipitated secondary Fe minerals. A long-term study carried out with X, 1/2X flow rates, and OC source indicated enhanced S retention by the slow flow rate (1/2X), most likely due to the time dependency of biogenic S reduction. Further, bulk S-, As-, and Fe- XANES revealed that long submergence period and the slow flow rate increased the formation of reduced and/or biogenic S, realgar-like, and greigite-like species. These observations indicated that modified flow rates could have a significant impact on the long-term trace element (such as As) sequestration in the CWTS. Our studies provide useful information to improve the performance, and longevity of a full-scale CWTS for FGD wastewaters. Table of Contents List of Figures .......................................................................................................................... xii List of Tables ............................................................................................................................ xx Abbreviations ......................................................................................................................... xxii Acknowledgements ............................................................................................................... xxiii Dedication .............................................................................................................................. xxiv Chapter 1 - Introduction ..............................................................................................................1 References ..................................................................................................................................7 Chapter 2 - Literature review ..................................................................................................... 14 Coal-fired power plants ......................................................................................................... 14 Flue-gas desulfurization (FGD) systems ................................................................................ 15 Flue-gas desulfurization wastewater ...................................................................................... 17 FGD wastewater treatment strategies ..................................................................................... 20 Constructed wetland treatment systems (CWTSs) ................................................................. 22 Selenium ............................................................................................................................... 32 Selenium in the environment ............................................................................................. 32 Selenium and health .......................................................................................................... 36 Selenium adsorption in soil ................................................................................................ 37 Selenium precipitation ....................................................................................................... 42 Selenium in wetlands ......................................................................................................... 42 Arsenic .................................................................................................................................. 44 Arsenic in the environment ................................................................................................ 44 Arsenic and health ............................................................................................................. 47 Arsenic adsorption in soils ................................................................................................. 48 Arsenic precipitation ......................................................................................................... 51 Reductive dissolution of arsenic ........................................................................................ 52 Biogeochemical cycling of sulfur, and iron............................................................................ 54 Sulfur cycling .................................................................................................................... 54 Iron cycling ....................................................................................................................... 55 References ................................................................................................................................ 58 viii Chapter 3 - Transport and transformation of selenium and other constituents of flue-gas desulfurization wastewater in a constructed wetland treatment system ................................ 71 Abstract................................................................................................................................. 71 Introduction........................................................................................................................... 72 Materials and Methods .......................................................................................................... 75 Collection of soil and FGD wastewater .............................................................................. 75 Set-up of column study ...................................................................................................... 76 Analysis of influent and effluent ........................................................................................ 77 Soil sampling and analysis ................................................................................................. 78 Sequential extractions procedure ....................................................................................... 78 Selenium bulk-XANES analysis ........................................................................................ 79 Selenium micro-XRF and micro-XANES analysis ............................................................. 80 Results and Discussion .......................................................................................................... 81 Characterization of FGD influent ....................................................................................... 81 pH of effluents and soils .................................................................................................... 82 Breakthrough curves (BTCs) ............................................................................................. 82 Distribution of Se in the soil columns ................................................................................ 86 Selenium fractionation ....................................................................................................... 87 Selenium solid state speciation using synchrotron-based XANES ...................................... 89 Conclusions........................................................................................................................... 92 Acknowledgements ............................................................................................................... 93 References ................................................................................................................................ 95 Chapter 4 - Minimizing arsenic mobility using ferrihydrite in a pilot-scale constructed wetland treatment system designed for flue-gas desulfurization wastewater ................................... 122 Abstract............................................................................................................................... 122 Introduction......................................................................................................................... 123 Materials and Methods ........................................................................................................ 126 Collection of soil and FGD wastewater ............................................................................ 126 Synthesis of 2-line ferrihydrite......................................................................................... 127 Setting-up of soil column study ....................................................................................... 127 Drying and re-wetting experiment ................................................................................... 128 ix Analysis of influent and effluent ...................................................................................... 128 Soil sampling and analysis ............................................................................................... 129 Arsenic micro-XRF mapping and micro-XANES analysis ............................................... 129 Arsenic bulk-XANES analysis ......................................................................................... 130 Iron bulk-XANES analysis .............................................................................................. 130 Statistical Analysis .......................................................................................................... 131 Results and Discussion ........................................................................................................ 131 pH of effluent and soil ..................................................................................................... 131 Behavior of selenium ....................................................................................................... 132 Behavior of arsenic .......................................................................................................... 133 Behavior of iron .............................................................................................................. 135 Behavior of sulfate .......................................................................................................... 136 Behavior of Se and As in drying and re-wetting soils ....................................................... 136 Results from soil analysis ................................................................................................ 137 Selenium distribution within the soil columns .............................................................. 137 Arsenic distribution within soil columns ...................................................................... 138 Spatial distribution of As, Fe, and Mn in the soil ............................................................. 139 Soil arsenic speciation ..................................................................................................... 140 Soil iron speciation .......................................................................................................... 143 Conclusions......................................................................................................................... 144 Acknowledgements ............................................................................................................. 144 References .............................................................................................................................. 146 Chapter 5 - Understanding of the retention of trace elements by sulfate reduction in a pilot-scale constructed wetland treatment system designed for flue-gas desulfurization wastewater ... 180 Abstract............................................................................................................................... 180 Introduction......................................................................................................................... 181 Materials and Methods ........................................................................................................ 184 Soil and FGD wastewater collection ................................................................................ 184 Packing of soil columns and FGD wastewater feeding ..................................................... 185 Analysis of influent and effluent ...................................................................................... 186 Long-term soil column study ........................................................................................... 187 x
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