.2». Zinnia ck $9 1 Links ‘ ‘1 as.“ 2 an, . .2 . Manaufi.) 3?“. .. .5 .I‘.. «0 , , .128. Q». {P137} I . Mn...” Vault}, . y 1‘ 4.5.13 . , ., 53.: 2-H 1‘. u. "@qu .. l. v . .. w. . .14: LIBRARY Michigan State University This is to certify that the dissertation entitled Development of an Arsenic Speciation Method for Drinking Water and its Application to Human Health and Risk Assessment presented by Lisveth V. Flores del Pino has been accepted towards fulfillment of the requirements for Ph.D. Environmental Engineering/ Environmental Toxicology Thomas C. Voice Major professor degreein Date 11/28/03 MS U is an Affirmative Action/Equal Opportunity Institution 0-12771 PLACE IN RETURN BOX to remove this checkout from your record. To AVOID FINES return on or before date due. MAY BE RECALLED with earlier due date if requested. DATE DUE DATE DUE DATE DUE 6/01 cJCIRC/DateDue.p65-p.15 DEVELOPMENT OF AN ARSENIC SPECIATION METHOD FOR DRINKING WATER AND ITS APPLICATION TO HUMAN HEALTH AND RISK ASSESSMENT By Lisveth V. Flores del Pino A DISSERTATION Submitted to Michigan Sate University in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY Department of Civil and Environmental Engineering 2003 ABSTRACT DEVELOPMENT OF AN ARSENIC SPECIATION METHOD FOR DRINKING WATER AND ITS APPLICATION TO HUMAN HEALTH AND RISK ASSESSMENT By Lisveth V. Flores del Pino Chemical Speciation is essential in order to understand the toxic and carcinogenic nature of elemental contaminats found in environmental and biological systems. For example, the measurement of total arsenic content does not indicate the levels of the individual species. Analytical data on the individual Species of an element present in a sample provides useful information for studying its toxicity, bioavailability, metabolism, or transport. The risk assessment of the human health associated with the ingestion of such elements via drinking water and food should therefore be based on analytical data of the individual species. The aim of the research described in this thesis was to develop a simple, rapid, sensitive, accurate, and inexpensive on-site Speciation method of the most toxic dissolved arsenic species: As (III), AS (V), monomethylarsonic acid (MMA) and dimethylarsenic acid (DMA). Development criteria included ease of use under field conditions, applicable at levels of concern for drinking water, and analytical performance. The approach is based on selective retention of arsenic species on specific ion-exchange chromatography cartridges followed by selective elution and quantification using graphite furnace atomic absorption spectroscopy. Water samples can be delivered to a set of three cartridges using either syringes or peristaltic pumps. Species distribution is stable at this point, and the cartridges can be transported to the laboratory for elution and quantitative analysis. These results suggest that this method can be used for analysis of the four primary arsenic species of concern in drinking water supplies. The method developed was used to evaluate the stability of arsenic species in groundwater sample over time. It was tested at different temperatures, pH and dissolved oxygen concentrations. To estimate potential health risks of inorganic arsenic the analysis of the sources of inorganic arsenic is critical. Our analysis found that food is the greatest source of inorganic arsenic intake, especially when the arsenic concentration in drinking water is low. Copyright by LISVETH V. FLORES DEL PINO 2003 Acknowledgments I wish to Show my appreciation and give due credit to the people that made the completion of this research and dissertation possible First, I would like to thank to my advisor Dr. Voice for his guidance, support and give the opportunity to develop my own experimental design and to take the project in a direction I felt was best. However, he always places me back to earth if I fell off target from the proper task at hand. I feel very rewarded for having to opportunity to work with Dr. Voice. A Special thanks to Dr. Long, Dr. Chou and Dr. Davis for always being willing to discuss my results and for their valuable comments and suggestions. I would like to thank all my colleagues in Environmental Engineering, Maria, Chris, Shawn, Stephanie, Masanori, Sajaad and many others. I also thank Dr. Laconto, Dr. Zhao, Mrs. Hasse, Mr. Joseph and Pan for their assistance during my studies. I wish to Show my appreciation to my colleagues at “Universidad Nacional Agraria La Molina” in Peru for their support. I also thank my friends of the Latin American Association in East Lansing, Romelia, Irvin, David, Karen , Miguel and many others for helping me during my years here. Finally, I would like to thank my family in Peru, especially my parents who always love me and worry me. Asa’s help was, no doubt the reason, that I have arrived at this point. Table of Contents List of figures List of Tables Chapter 1 Introduction 1. Background 1.1 Sources and Distribution of Arsenic in the Environment 1.2 Chemistry and Geochemistry of Arsenic 1.3 Uses and Production of Arsenic 1.4 Toxicity and Health Effects of Arsenic 1.5 Why Speciation is needed 1.6 Methods of Arsenic Speciation 1.6.1 Separation Techniques 1.6.2 Detection systems 1.7 Arsenic Regulations 1.8 Human Exposure Assessment 1.9 Risk Assessment 1.10 References l l 5 14 15 19 21 21 28 29 32 38 42 Chapter 2 On-Site Method for Arsenic Speciation in Drinking Water 2.1 Introduction 2.2 Experimental Procedure 2.3 Results and Discussion 2.4 References Chapter 3 Stability of Arsenic Species in Groundwater 3.1 Introduction 3.2 Experimental Procedure 3.3 Results and Discussion 3.4 References Chapter 4 Human Exposure and Risk Assessment of Inorganic Arsenic from Food and Drinking Water 4.1 Introduction 4.2 Review of Analytical Data and Analytical Methods 4.3 Evaluation of Analytical Methods 4.4 Human Exposure and Risk Assessment Estimation 4.5 References Chapter 5 General Conclusions and Engineering Significance vi 63 66 70 76 80 83 86 101 104 106 109 115 125 130 List of Figures Figure 1.1 ps-pH diagram for the system AS-S-Fe-HZO Figure 1.2 Distribution of the published works on Speciation in waters Figure 1.3 Proposed pathway for arsenic methylation Figure 2.1 Arsenic Speciation scheme Figure 2.2 Elution curves for As (V)-MMA separation Figure 3.1 Stability of AS (111) concentration at different temperatures and pH Oxygen = 0 mg/L Figure 3.2 Stability of As (HI) concentration at different temperatures and pH Oxygen: 2-3 mg/ Figure 3.3 Stability of As (III) concentration at different temperatures and pH Oxygen: 5-6 mg/L Figure 3.4 Stability of AS (111) concentration at different temperatures and pH Oxygen: saturation Figure 3.5 Stability of Total As and AS (111) concentration at pH=6.98-7.40 Oxygen: 0 mg/L Figure 3.6 Stability of total As and As (HI) concentration at pH=6.98-7.40 Oxygen: 2-3 mg/L Figure 3.7 Stability of total As and As (III) concentration at pH=6.98-7.4O Oxygen: 5-6 mg/L Figure 3.8 Stability of total As and AS (111) concentration at pH=6.98-7.4O Oxygen: saturation Figure 3.9 Fe (II) and total Fe concentration at different temperatures and Oxygen = 0 mg/L Figure 3.10 Fe (II) and total Fe concentration at different temperatures and Oxygen = 2-3 mg/L Figure 3.11 Fe (H) and total Fe concentration at different temperatures and Oxygen = 0 mg/L Figure 3.12 Fe (H) and total Fe concentration at different temperatures and Oxygen = saturation Figure 4.1 Contribution of minimum food and water consumption to total daily intake of inorganic AS Figure 4.2 Contribution of average food and water consumption to total daily intake of inorganic As Figure 4.3 Contribution of maximum food and water consumption to total daily intake of inorganic As Figure 4.4 Risk calculated based on skin cancer (1) and bladder-lung cancer (2) for minimum total intake of inorganic arsenic Figure 4.5 Risk calculated based on Skin cancer (1) and bladder-lung cancer (2) for average total intake of inorganic arsenic Figure 4.6 Risk calculated based on skin cancer (1) and bladder-lung cancer (2) for maximum total intake of inorganic arsenic vii 13 20 37 68 71 88 89 9o 91 92 93 94 95 97 98 99 100 117 118 119 121 122 123 List of Tables Table 1.1 Most common arsenic minerals in nature Table 1.2 Physical and chemical properties of arsenic Table 1.3 Some arsenic species Table 1.4 Arsenic occurrence in groundwater in some countries Table 1.5 Current and past arsenic uses Table 1.6 Standards for arsenic in drinking water Table 1.7 Global arsenic contamination in groundwater Table 1.8 Arsenic distribution in groundwater samples in Michigan by county Table 2.1 Furnace temperature program for arsenic analysis Table 2.2 Interference among four arsenic species Table 2.3 Arsenic Speciation in spiked samples Table 2.4 Results of the arsenic Speciation in groundwater samples Table 3.1 Literature review for the stability of arsenic species Table 4.1 Analytical methods for determining arsenic in food Table 4.2 Arsenic Speciation in food Table 4.3 Dietary intake and water consumption of inorganic arsenic viii 12 15 31 33 35 69 72 74 75 81 110 112 115 Chapter 1 INTRODUCTION 1. Background 1.1 Sources and Distribution of Arsenic in the Environment 1.1.1 Natural Sources Arsenic is a metalloid with a name derived from the Greek word “ arsenikon” meaning "yellow orpiment”. In nature, arsenic exists in the metallic state in 3 allotropic forms (alpha or yellow, beta or black, gamma or gray) and several ionic forms. Arsenic is broadly distributed in the environment. It is the twentieth most abundant element in the earth’s crust with the total amount estimated to be 4.01x1016 kg based on concentrations in rock material with an average concentration of 1.8 mg/kg (1-6) or 3 mg/kg (7). Arsenic occurs free in nature in more than 245 minerals, ranging from a few parts per million to percentage quantities. These are categorized as arsenates (60%), sulphides and sulfosalts (20%) and arsenides, arsenites, oxides, silicates and elemental arsenic the remaining 20% (8). The most important arsenic minerals are mixed sulphides of the M (II) ASS type (arsenopyrite, realgar and orpiment), where M can be Fe, Ni, Co and other two valent metals. Some common arsenicals are shown in Table 1.1. (9-11) Arsenic concentration in various types of igneous rocks ranges from <1-15 mg As/kg and values of < 1-20 mg As/kg have been reported for sedimentary materials. Higher As concentrations, up to 900 mg As/kg have been found in argillaceous sedimentary rocks (1,11-14). It is also present in coal, petroleum and especially in oil shales (3,15-17). In Texas lignite samples, an arsenic range of 1—5.5 mg Ale was reported (15) but the US. National Committee for geochemistry reported 11 mg As/L as an average of around 800 different coals and 44.3 mg As/L for an oil shale (16,17). Table 1.1 Most common arsenic minerals in nature Mineral Composition Occurrence Native arsenic As Hydrothermal veins Proustite Ag3ASS3 Generally one of the late Ag minerals in the sequence of the primary deposition Rammelsbergite NiAsz Mesothermal vein deposits Salflorite (Co, Fe) As; Mesothermal vein deposits Seligmannite PbCuAsS; Hydrothermal veins Smaltite CoAsz Niccolite NiAs Vein deposits and norites Realgar ASS Vein deposits, often associated with orpiment, clays, limestone, also deposits from hot springs Orpiment A52S3 Hidrothermal veins, hot springs, volcanic sublimation product Cobaltite CoAsS High-temperature deposits, metamorphic rocks Arsenopyrite FeAsS The most abundant As mineral, dominantly mineral veIns Tenannite (Cu, Fe) 121154513 Hydrothermal veins Enargite CU3ASS4 Hydrothermal veins Arsenolite A8203 Secondary mineral formed by oxidation of arsenopyrite, native As and other As minerals Claudite A5203 Secondary mineral formed by oxidation of arsenopyrite, native As and other As minerals Scorodite FeAsO4-2H20 Secondary mineral Annabergite (Ni,Co)3(AsO4)2~8H20 Secondary mineral Hoemesite Mg3(AsO4)2-8H20 Secondary mineral, smelter wastes Haemotolite (Mn.Mg)4Al(AsO4)(OH)3 Conichalcite CaCu(AsO4)(OH) Secondary mineral Adamite Zn2(OH)(ASO4) Secondary mineral Domeykite Cu3S Found in vein and replacement deposits formed at moderate temperatures Loellingite FeAsz Found in mesothermal vein deposits Pharmacosiderite Fe3(AsO4)2(OH)3-SH20 Oxidation product of arsenopyrite and other As minerals Arsenic is released to the atmosphere from wind, erosion, and volcanic emissions. The largest natural source of arsenic emissions to the atmosphere seems to be volcanic activity with estimates ranging from 1,100-44,100 metric tons (18,19). The atmosphere accumulates an average of 1.74x106 kg As. This amount is roughly distributed with 1.48x106 kg As in the northern hemisphere and 0.26x106 kg AS in the southern hemisphere. Arsenic retention time in the atmosphere is between 7—10 days and 89-986 % is present as particulate arsenic (20,21). Arsenic is also the tenth most abundant element in seawater with a relatively constant value of about 2 rig/L. However, in estuarine waters arsenic concentrations are more variable due to river inputs, salinity or redox gradients (7,11,22-25). In most seawater samples arsenate is the major arsenic species but arsenite can be found at considerable levels as result of reduction by marine phytoplankton and bacteria (26). Soils contain a broad range of arsenic concentrations. The principal factors affecting the arsenic concentration in soils are the parent rock, climate, redox potential status, organic matter, other inorganic compounds, etc. Typical natural arsenic concentrations in soils range from 0.1 to 40 mg/kg. The estimated global average arsenic concentration is 5 mg/kg (1,21,27). This varies significantly among geographic regions. For example in China the average arsenic concentration in soils is 12 mg/kg (001-626 mg As/kg), in Japan 11 mg As/kg (04-70 mg AS/kg) and USA 7.5 mg As/kg (4.5-13 mg As/kg) (28,29). However, soils near sulfide ore deposits are reported to contain an average of 126 mg As/kg (2-8,000 mg As/kg) (30). In moderate climates retention times for arsenic in soils are from LOGO-3,000 years (27). The arsenic species in soils depend on the type and amounts of sorbing components of the soil, pH and redox potential. Generally, arsenate is present under oxidizing conditions and arsenite under reducing conditions. Arsenic concentrations in fresh water are highly variable. Rainfall and snow in rural areas may contain less than 0.03 ug/L of arsenic (31). Arsenic concentration in unpolluted fresh waters ranges from 1-10 rig/L but in areas of sulfide mineralization, arsenic levels from lOO-5,000 rig/L can be found. At moderate or high redox potential, arsenic can be found pentavalent arsenic oxyanions such as: H3ASO4, HzAs4', HASO42' and As043'. On the other hand, under acid, mildly alkaline and lower redox potential the trivalent arsenite specie (H3ASO3) predominates. High levels of arsenic were found in geothermal waters with concentrations ranging from 80-15,000 rig/L (32). Background concentrations in groundwater in most countries are less than 10 ug/L (32,33). However, arsenic levels reported in the literature Show a very large range from 0.5 to 5,000 rig/L in different parts of the world. Countries with naturally occurring arsenic problems in groundwater are discussed in detail in Section 1.8. 1.1.2 Anthropogenic Sources Anthropogenic sources of arsenic release to the soil, aquatic environments and to the atmosphere, are reported to exceed natural sources by ratio of 3:1 (3). The anthropogenic inputs vary widely depending on the intensity of human activity, proximity to the source of contamination, pollutant dispersion patterns, and the time Since deposition and fate of the arsenic released (34,35). Anthropogenic inputs are estimated to contribute from 28,230 to 54,270 t/yr to the atmosphere (20, 21). The major current and past anthropogenic sources of arsenic pollution are: mining activities, smelting, copper production, wood preservatives, agricultures uses, animal wastes and coal combustion. Levels as high as 9,300 mg As/kg were found in soil samples collected from gold smelters in Canada (36). Also, levels from 70 to 220 mg/L of arsenic have been found in soil residues in sites contaminated with arsenic from wood treated with chromated copper arsenate (CCA) preservative (12,34). Median concentrations of 130 mg As/kg (range 7-970 mg As/kg) were found in soils near Harz mountains, Germany with long history of mining and smelting activities (37) and average of 10,500 mg As/kg (range 300-21,000 mg As/kg) were reported in sludge from hydrothermal gold processing in Mina Gerais, Brazil (38). 1.2 Chemistry and Geochemistry of Arsenic 1.2.1 Chemistry of Arsenic Arsenic appears in Group 15 on the periodic table in the third period. Albertus Magnus first identified the element in 1250 AD. after obtaining it by heating soap together with orpiment (AS283) (39). Arsenic has an atomic weight of 74.92160 and an atomic number of 33. Silver-gray arsenic has a specific gravity of 5.73; a melting point of 817 °C (28 atm) and sublimes at 613°C. The yellow amorphous form of arsenic has a specific gravity of 1.97. Elemental arsenic can be present as a metalloid, but has an elemental structure similar to non-metals. In the vapor state, arsenic occurs as a tetrameric molecule (AS4). In high oxidation States arsenic displays covalent tendencies, while in low oxidation states it shows ionic tendencies (40). Table 1.2 summarizes the physical and chemical properties of arsenic. Table 1.2 Physical and Chemical Properties of Arsenic Symbol As Atomic Number 33 Atomic Weight 74.92l6(2) Natural Isotope 75As (100 %) Electron Configuration [Ar]4523dm4p3 Valency 3, 5 Oxidation States -3, 0, +3, +5 Coordination number 2, 3.4.5.6 Electronegativity 2.18 (Pauling) Density (at 14 °C) 5.727 g/Ml Melting Point at 28 atm 817 °C Boiling Point 613 °C Heat of Vaporization 34.76 kJ/mol Heat of Fusion 27.7 kJ/mol Specific Heat 0.33 J/g-K Critical Temperature 1,427 °C Critical Pressure 22.3 Mpa Atomic Radius 1.14 °A Covalent Radius 1.19 °A Ionic Radius 2.22 °A Vapor Pressure 1 mm (375 °C) The oxidation states of arsenic are: -3, 0, +1, +3, and +5. Elemental arsenic (valence 0) is rarely found under natural conditions. The +3 and +5 states are found in a variety of minerals and in natural waters. Many of the chemical behaviors of arsenic are linked to the ease of conversion between +3 and +5 valence states. The chemical structures of arsenic Species that are relevant in this work are summarized in Table 1.3 (41). 1.2.2 Geochemistry of Arsenic High concentrations of naturally occurring arsenic are commonly found in groundwater in Bangladesh, China, India, Taiwan, Argentina, Chile, Mexico, Bolivia, Germany. Spain, Greece, Ghana, Nepal, Japan, New Zealand, Hungary, Romania, France, Thailand Canada and USA (1 l). Arsenic in aquatic systems has an unusually complex and Table 1.3 Some Arsenic Species Name Abbreviation Chemical Structure Arsenous acic AS (111) OH I HO—As—OH Arsenic Acid As (V) OH I O=As—OH | OH Monomethylarsonic acid MMAA CH3 | O = As —— OH I OH Monomethylarsonous acid MMAA (III) OH I CH3 — AS — OH Dimethylarsinic acid DMAA CH3 l O = As — OH | CH3 Dimethyarsinous acid DMAA (III) OH I CH3 — AS — CH3 Trimethylarsine TMA CH3 I CH3 —— As —— CH3 Trimethylarsine oxide TMAO C11; | O = A8 — CH3 I CH3 Arsenobetaine ASB CH3 | CH3— As*—CH2COO' | CH3 Arsenocholine ASC CH3 I CH3— As+—CH,_CH20H,X' l CH3 Tetramethylarsonium ion MeAS+ CH3 I CH3 —' AS+ — CH3 | CH3 interesting chemistry due to its multi-oxidation states, oxidation-reduction, ligand- exchange, precipitation, dissolution, adsorption and biological reactions all potentially taking place in the environment. The mechanisms controlling arsenic release is still not fully understood because of arsenic minerals containing in the aquifer sediments, and the associated water chemistry. In aquatic systems arsenic is present in ionic forms of AS all) and As (V) or methylated forms. In groundwaters the methylated forms are not important except when anthropogenic contamination is involved. Arsenic mobility in groundwaters is not fully understood at this time. However, in general arsenic mobilization at a given site could be influenced by variables such as pH, redox conditions (Eh), clay content, presence of other metal ions, salinity, presence of non-metal ions, grain size and composition of the soil and sediment, presence of the anions and complexing ions, groundwater flow rate, nature of aquifer and temporal variations. Arsenic Mobility Processes Arsenic mobility in groundwater is mainly controlled by two types of processes: adsorption/desorption reactions and solid-phase precipitation/dissolution reactions. Adsorption/desorption processes are controlled by changes in pH, occurrence of redox reactions, the presence of competing ions and solid-phase structural changes at the atomic level. Arsenate and arsenite adsorb to surfaces of a variety of minerals, including iron oxides, aluminum and clay minerals (42). Adsorption/desorption reactions between arsenate and iron oxide surfaces are very important because of the abundance of iron oxides on solid particles in the hydrologic environment (43). The adsorption of arsenate to iron oxides is very strong and occurs in acidic to neutral water but desorption becomes preferred as pH values become alkaline (44). The pH dependence of this adsorption is related to the change in net surface charge of the iron oxide from positive to negative as pH increases. Iron oxide surfaces also adsorb arsenite, however the reaction is much weaker than arsenate adsorption. The weaker adsorption reactions are also between both arsenate and arsenite with aluminum oxide and clay mineral surfaces (43). Adsorption/desorption reactions of arsenate and arsenite with other surfaces seem to be more complex than with iron oxides and are not well characterized. (45). Arsenic adsorption can be affected by the presence of competing ions. Phosphates and silicates can compete, in particular, with arsenic for the surface sites, thus increasing the mobility of arsenate and arsenite (46,47). It has been reported that the formation of arseno- carbonate complexes could increase the release of arsenic from sulfide minerals (48). Structural changes in solid phases at the atomic level influence arsenic adsorption/desoprtion. Conversion of phases may happen gradually over time, changing the density of arsenic adsorption sites. A decrease in the density of adsorption sites can result in desorption of adsorbed arsenic (45). The other processes that control arsenic mobility are solid-phase precipitation/dissolution reactions. These reactions are controlled by solution chemistry, pH, redox state and chemical composition. Usually aquifers are composed of various solid phases such as minerals, amorphous oxides, and volcanic glass, organic carbon that exits in a variety of thermodynamic states. Some solid phases in the aquifers will be dissolved and other precipitated from solution. Arsenic contained within solid phases as primary component or as impurity in any of the solid phases is released to groundwater when those solid phases dissolve. Similarly, arsenic is removed from water when solid phases containing arsenic precipitate from aqueous solution (45). For example, arsenic often precipitates with iron oxide (49) so iron oxides act as an arsenic source (case of dissolution) or a sink (case of precipitation for groundwater). Moreover, solid-phase dissolution will contribute not only with arsenic contained in that phase but also any arsenic adsorbed to the solid- phase surface. The release of adsorbed arsenic as a result of solid phase dissolution is different from the process of desorption from stable solid phase (50). The interplay of redox reactions and solid-phase precipitation/dissolution may be particularly important in respect to aqueous arsenic and solid-phase iron oxides and sulfide minerals. High arsenic concentrations often are associated with iron oxides and sulfides minerals. Iron oxides usually dissolve under reducing conditions but often precipitate under oxidizing conditions. On the other hand, sulfide minerals are unstable under oxidizing conditions but may precipitate under reducing conditions. Arsenic Mobilization Mechanisms Several mechanisms are reported in the literature to explain the high arsenic concentration and mobility in groundwaters around the world. Thus, the most common processes that control arsenic concentration and mobility in groundwaters are: a) Oxidation of arsenic-bearing pyrite minerals particularly arsenopyrite (51-55), this takes place in the aquifer sediments as atmospheric oxygen enters the aquifers in response to a lowering of the water level according to the following reactions: (56). FeSz + 15/4 02 + 7/2 H20 2 Fe (OH)3 + 2 3042‘ + 4 Ir FeAsS +13 Fe3+ + 8 H20 "*4— 14 Fe2+ + 8042‘ +13 H+ + H3Aso.(..,, 10 The stoichiometry of the pyrite oxidation reaction gives iron and sulfate in a molar ratio of 1:2. Thus, in groundwaters where this mechanism is predominant a relationship between dissolved arsenic, iron, sulfate and a decrease in pH exists. The concentration of the released arsenic depends on the arsenic contained in the arsenopyrite and arsenic bearing pyrite minerals. b) Reduction of arsenic rich iron oxyhydroxides (57-62), this takes place in anoxic conditions and the reduction is driven by microbial degradation of sedimentary organic matter: 8FeOOH + CH3COOH + 14H2C03 —» 8Fe2+ + 16HCO3' + 12H20 The reduction of FeOOH is very common in aquifers where high concentration of dissolved iron is found and occurs with reduction of arsenate to arsenite and this is shown because dissolved arsenic is mainly present as arsenite (63,64). Table 1.4 shows a summary of the occurrences, concentrations and probable mechanism for the arsenic release in groundwater in different countries. Thermodynamics of Arsenic Species Thermodynamic data allows us to describe equilibrium conditions in environmental sytems and also indicates the direction the non-equilibrium system will move. Thus, it provides useful information about the occurrence, absence, and predominance of dissolved and solid arsenic Species under different environmental conditions. Several Eh- pH or pe-pH diagrams have been reported in the literature (7,22,67). Since arsenic is 11 generally correlated with pyrite minerals Eh-pH or ps-pH diagrams that include arsenic, sulfide and iron are the most complete way to present this information. A pe-pH diagram (Figure1.1) for arsenic-sulfur-iron system including oxygen and water and was constructed based on the thermodynamic data (22,25,66-68). The total arsenic concentration was 10'5 M equivalent to 550 ug/L, which represents similar concentrations observed in natural occurring arsenic in groundwater (33,62). Total concentration of sulfur and iron in the system were 10'5 M. Table 1.4 Arsenic occurrences in groundwater in some countries Country/ Well depth, In As, rig/L Mechanism of contamination regron Bangladesh 8-260 <2 to >900 Fe-oxyhydroxides reduction, sulfide oxidation in alluvial sediments West Bengal 14-132 <1-1300 Fe-oxyhydroxides reduction, sulfide oxidation in alluvial sediments China Shallow/deep <100-18600 Reducing environment in alluvial (Huhhot sediments Basin) Taiwan Deep Up to 1800 Strongly reducing environment Thailand Shallow 120-6700 Oxidation of arsenopyrite in mine wastes Ghana 70-100 2-175 Oxidation of arsenopyrite in mine tailings Argentina Shallow 100-4800 Volcanic ash with 90% rhyolitic glass Chile Shallow/deep 100-1000 Volcanic ash Mexico Shallow/deep 300-1100 Sulfide oxidation in mine wastes USA 53-56 100-500 Fe-oxyhydroxides reduction, sulfide oxidation Canada 8-53 18-146 Sulfides oxidation At high Eh values in oxygenated waters, arsenic acid species (H3ASO4, H2ASO4', HAsO42' and A8043”) are stable. At pH less than 1.5 arsenate can precipitates with Fe (III) to form scorodite (FeAsO4-H20). At high Fe (IH) concentration, scorodite precipitate can 12 be formed at a near neutral pH. Scorodite is commonly found associated with arsenic- bearing minerals as a weathering product of arsenopyrite (FeAsS) (69). At an Eh value characteristic of mildly reducing conditions, arsenious acid species (H3ASO3, HzAsO3‘ and HASO32‘) become stable with H3ASO3 being predominant when pH is less than 9. Neither of the arsenic oxides A8205 and A8203 is insoluble enough to show on Figure 1.2. Arsenite is generally present in anoxic environment such as groundwater, sediment porewater and geothermal water (46.70.71). I I 0 2 4 6 8 10 12 14 Figure 1.1 pe-pH diagram for the system of AS-S-Fe-HZO 13 Under conditions where sulfides are stable, ASS and As2S3 occur as stable solids at pH below 5.5 and p8 approximately 0. Arsenopyrite is stable under more reducing conditions. The dominant Oxidation State in FeAsS is As (-1) and its part of the A832' unit (72). Arsenopyrite and arsenian pyrites are commonly found in arsenic-rich aquifers and natural deposits (48,73). Arsenic content in arsenian pyrite ranges from less than 0.5 to 10 wt% (73). Most of the arsenic content in arsenian pyrite is probably in a structural position similar to that in arsenopyrite, where it substitutes for sulfur in the 822' units yielding ASSZ'. The release of arsenic from arsenian pyrite may be responsible for the contamination of groundwater in some regions of USA (48). At very low p8 values arsine (AsH3) may be formed. Arsine is only slightly soluble in water and is very toxic. The pa- pH diagrams are very useful for predicting many of the complex reactions that involves arsenic but does not take in account a number of important factors such as organic arsenicals, effects of solid surfaces and biological reactions. 1.3 Uses and Production of Arsenic Arsenic was widely used in the nineteenth century as a pigment as particularly for wallpaper and also was extensively used as a homicidal poison in medieval times until middle of the nineteenth century (74). Some of the past and current agricultural uses of arsenic compounds include pesticides, herbicides, insecticides, defoliants, soil sterilants and animal dips (75). Table 1.5 summarizes the current and past arsenic uses (41,74,75). 14 Table 1.5 Current and past arsenic uses Sector Uses Agriculture Pesticides, insecticides, herbicides, defoliants, desiccants, soil sterilant Electronics Semiconductors, solar cells, optoelectronic devices, light-emiting diodes in digital watches, lasers, integrated circuits Livestock Feed additives, diseases preventatives, animal dips, growth promoters for poultry and swine, algaecides Lumber Wood preservatives Medicine Antisyphilitic drugs, sleeping sickness, psoriasis, asthma, amebiasis, leukemia, spirochetal and protozoa] disease Industry Glassware, electrophotography, catalysts, pyrotechnics, antifoulants paints, dye, soaps, ceramics, pharmaceutical substances, alloys, battery plates Arsenic is generally obtained as a byproduct of the smelting of cooper, lead, cobalt and gold ores. More than 95% consumed is estimated to be arsenic trioxide. The principal arsenic producers are China, Russia, France, Mexico, Germany, Peru, Namibia, Sweden and USA. These countries produce about 90% of the world production (75). The United States is believed to be the world largest arsenic consumer (25,000 metric tons in 2001) and about 90 % of the arsenic is used to produce CCA. High purity arsenic metal (99.9999%) is used in producing gallium arsenide, which is used as a semiconductor in various electronic devices such as wireless telephones and high-Speed computers (74.75). 1.4 Toxicity and Health Effects of Arsenic Arsenic toxicity is a complex phenomenon, which affects humans, animals and plants (76,77). The toxicity of arsenic depends mainly on the concentration of soluble arsenic in the environment and its oxidation states. Other factors that influence the arsenic toxicity 15 are physical state, rate of absorption in the cells, rate of elimination, nature of chemical substituents, etc. The toxicity of arsenic is associated with its oxidation state. It is reported that As (III) is 25 to 60 times more toxic than As (V) and several hundred times more toxic than methylated arsenicals (78). AS (HI) is found to be more water soluble and more mobile in the environment than As (V) (79). The degree of acute toxicity of arsenic species decreases in the following order: arsine > AS (111) >AS (V) >MMA (V)>DMA (V) (80). Recently, it was reported that the LDso for MMA (HI) found in urine was 29.3 mong. This is 3.8 fold lower than the mm for As (HI) of 112 mol/kg in male Golden Syrian hamster, suggesting that the methylation of arsenic is not entirely a detoxification mechanism (81) 1.4.1 Noncarcinogenic effects for humans Oral exposure acute toxicity. The most common symptoms of acute toxicity via oral exposure to inorganic arsenic poisoning are nausea, anorexia, vomiting, epigastric and abdominal pain, diarrhea, dermatitis, muscle cramps, cardiac abnormalities, hepatotoxicity, bone marrow suppression and hematologic anomalies, vascular lesions, and peripheral neuropathy. It has been reported that oral doses as low as 20-60 ug/kg/day have toxic effects in some individuals (82,83). Severe exposures can result in acute encephalOpathy, congestive heart failure, Stupor, convulsions, paralysis, coma, and death. The acute lethal dose to humans has been estimated to be around 0.6 mg As/kg/day (82). The ingestion of 3 16 mg As/day for a 1-2 month period was fatal to 1% of a group of infants receiving milk contaminated with arsenic (83, 84). Oral exposure sub-chronic toxicity, due to exposure to inorganic arsenic may cause toxic effects similar to those caused by acute or chronic exposures depending on the dose and duration. Skin and vascular disorders, neuropathy. gastroenteritis, hepatotoxicity, and hematological abnormalities have been reported in individuals exposed for time periods ranging from less than 6 months to 13 years (83). Central nervous system damage (hearing loss, eye damage, mental retardation, epilepsy), skin abnormalities (melanosis, desquamation, rashes, and hyperkeratosis) occurred in infants who had been fed arsenic contaminated milk for 1-2 months with an estimated daily arsenic intake of about 3 mg/day (84). Oral exposure chronic toxicity, exhibits symptoms such as weakness, general debility and lassitude, loss of appetite and energy, loss of hair, hoarseness of the voice, loss of weight, and mental abnormalities. The most common effects due to long-term exposure are skin, neurological, and vascular disorders. For example skin abnormalities. particularly hyperpigmentation and hyperkeratosis has been reported in populations exposed to arsenic in drinking water (85). For example studies, in Taiwan clearly Shown that arsenic exposure in drinking water was related to Blackfoot disease which is characterized by a progressive circulation loss in the hands and the feet and ultimately leads to severely painful gangrene of the extremities, often requiring amputation of the limb (86,87). The high prevalence and extreme form of Blackfoot disease reported in Taiwan was not observed in other regions with Similar arsenic concentrations. Therefore, other factors in addition to arsenic concentration should be considered to explain this fact (88). 17 Inhalation exposure acute toxicity. Inorganic arsenic dusts can affect respiratory irritation and mucous membrane damage leading to rhinitis, tracheae bronchitis, laryngitis, shortness of breath, nasal congestion and perforation of the septum (87-89). Inhalation exposure chronic toxicity, inhalation toxicity data on inorganic arsenic has mainly been obtained from occupational exposure studies, identifying chronic respiratory diseases such as rhinitis, laryngitis, tracheobronchitis, pulmonary insufficiency and blood disorders in the exposed workers. Arsenic concentration of S 0.5 mg As/m3 has produced neurological disorders in smelter workers (83). Some researchers reported that babies born to women exposed to arsenic dusts during pregnancy have had higher incidence in congenital malformations and below average birth weight (90-92). 1.4.2 Carcinogenicity in Humans Oral exposure, epidemiological studies have shown a relationship between arsenic concentrations in drinking water and increased incidences of skin cancers, which include squamous cell carcinomas and multiple basal cell carcinomas (83.84). More carcinogenic effects will be discussed in detail in Section 1.8. Inhalation exposure, studies of smelter and pesticide workers have Shown a close association between exposure to arsenic and lung cancer mortality (93). The most important studies of arsenic exposure through inhalation are based on studies of three copper smelters [Tacoma (Washington), Anaconda, (Montana) and ROnnsk'ar (Sweden)]. These studies demonstrated a statistically significant increase in the lung cancer risk with increasing exposure. 18 1.5 Why Speciation is needed The concept of speciation dates back to 1954 introduced by Goldberg to improve the understanding of biogeochemical cycling of trace elements in seawater (94). This concept was debated in the scientific community for more than 20 years before the idea was firmly established (95-98). It is important to emphasize that the ecological and toxicological effects like essentiality, bioavailability, toxicity, assessment of health hazards, persistence in the environment and technological properties strongly depend on the form in which the element occurs in the medium under Study rather than on its total concentration. In the literature various meanings of speciation can be found. Florence (99) has defined the term speciation analysis as the determination of the individual physicochemical forms of the element, which together make up its total concentration in the sample. According to Lund (94) speciation analysis involves the use of analytical methods that can provide information about the physicochemical forms of the elements. Schroeder (100) distinguishes physical Speciation, as differentiation of the physical size or the physical properties of the element, and chemical speciation, as the differentiation among the various chemical forms. According to Templenton (101) speciation analysis is “ the analytical activities of identifying and/or measuring the quantities of one or more individual chemical species in a sample “, and the speciation of an element as “ the distribution of an element amongst defined chemical species in a system”. These activities must be clearly distinguished from the activities “of classification of an analyte or a group of analytes from a certain sample according to physical (e. g. size, solubility) or chemical (e.g. bonding, reactivity) properties”. The essential requirement in element speciation is the need to quantify each of the forms of a given element independently 19 without interference from the other forms. Therefore, an ideal element speciation method is one that can provide the desired information without altering the distribution of the different species on the original sample. Thus, speciation can be defined as the occurrence of different forms (chemical and/or physical) of an element in the original samples. The majority of speciation studies have been carried out in water and, this is the most studied environmental sample. Speciation of samples with low concentrations of arsenic has obstacles such as sample handling, species separation methods, detection techniques, losses or nature exchanges of the species present, contamination, etc. Figure 1.2 shows the distribution of the published papers arranged by elementwe (102). It is important to note that the majority of the separation methods and detection techniques have been concentrated on the elemental analysis. Figure 1.2 Distribution of the published works on speciation in waters 20 For the purpose of this study. we focused on the speciation and quantification of As (HI), As (V), MMA (V) and DMA (V) in water samples. Why Speciation is needed and other related questions are summarized below: Why? Environmental risk assessment Food Industry Clinical chemistry and medicine Ecotoxicology Occupational health and hygiene Pharmaceutical industry Petrochemical industry What? Redox states: As (Hl)/As (V), Cr (III)/Cr(V), Se(IV)/Se(VI), Co(H)/Co(III) Alkylelement species: MezHg, EtzMg, MeHg+, methylarsenic acids Compound with c-heteroelement bond: selenoamiacids, organoarsenicals, arsenosugars Metalopeptides: metalloenzimes, metallotioneins Metallodrugs: carboplatin, aurothioglucose Others: cobalarrrines, metalloporphirines Where? Air Water Soil and sediments Biological tissues Food Question of how to speculate will be discussed in detail in Section 1.6 1.6 Methods of Arsenic Speciation Most speciation techniques (schemes) rely on the use of one or more separation steps, followed by element specific detection. 1.6.1 Separation Techniques The separation techniques usually employed are selective chemical oxidation or reduction, size fractionation by filtration or dialysis, liquid-liquid extraction, and ion-exchange chromatography. 21 1.6.1.1 Liquid-Liquid Extraction This technique is mainly used in the inorganic arsenic speciation [separation of inorganic As (III) from inorganic As (V)] and depends on the pH of the solution and the type of extractant. Occasionally, this technique is also used to differentiate between inorganic and organic arsenic. Many extraction procedures have been published to speciate inorganic arsenic. The most common procedure to extract AS (111) uses ammonium pyrrolidine dithiocarbamate (APDC)-organic solvent (103-109). In the APDC system only AS (111) is extracted at pH 4-6.0. Total arsenic is independently determined by extraction with 1M acid or a neutral medium after reduction of As (V) by using KI to As (III). As (V) is obtained by subtracting As (III) from total arsenic. The literature reports similar procedures under varying pH ranges for As (III) extraction, different organic solvents and detection systems. AS (111) extraction has been carried out at pH 4 to 5.6 (103), pH 3.5 to 5.0 using citrate buffer (104), pH 5.0 with acetate buffer (106), pH 4.0 to 4.5 (107), pH 1 to 1.5 with nitric acid (108). With this technique the most popular solvent was chloroform (105,107- 110). Methyl iso-butyl ketone (103,104), chloroform-carbon tetrachloride (106) and nitrobenzene (103) have also been used. Arsenic quantification has been done by direct analysis of the organic extract by graphite furnace atomic absorption spectroscopy (GFAAS) (103-106), neutron activation analysis (NNA) (108,109), after back extraction (105,109), or rrrineralization of the organic extract (109) by GFAAS (105) and hydride generation atomic absorption spectroscopy HGAAS (107). Ethylene diamine tetra-acetic acid (EDTA) was used to prevent metal ion interference in all the cases. 22 A similar extraction procedure for AS (111) uses diethylammonium diethylcarbamate (DDDC) with carbon tetrachloride, however its application is limited because of the narrow range of pH, which can be used for the extraction (110). At pH range of 2 to 6 in aqueous solution As (III) has been reported to form a complex with sodium bis (trifluoroethyl) dithiocarbamate (As-(FDDC)3). The precipitate was extracted with chloroform. The extract was evaporated to dryness and redissolved in a minimal amount of chloroform for arsenic determination by gas chromatographic analysis (111). Another extraction procedure has been reported for the sequential determination of AS (111) and As (V) in waters based on the extraction of As (11]) with ammonium sec-butyl dithiophosphate (ABDP) with hexane (112,113) and chloroform (114). Arsenic quantification in the organic phase was determined using GFAAS directly (113) or by hydride generation of the correspondent arsine resulting from the reduction of the extract from the back extraction of the aqueous phase (112,114). The detection limit was 0.6 —6 ng/L in the three cases was reported. As (III) was extracted as As-thionalide complex in di- isopropil ether (DIPE) using atomic absorption Spectroscopy for detection (AAS) (115). The main advantages of these procedures are: preliminary separation can be done at sampling site avoiding storage, and preservation problems, while acomplising preconcentration. The main disadvantage of these procedures is that only one specie can be directly determined and the other is calculated by difference. 23 1.6.1.2 Selective Hydride Generation This technique has been studied by many researchers (116-129) to isolate arsenic species in different matrixes. It is based on the reduction of the arsenic compounds to the corresponding arsines, depending on pH and changing arsines boiling points. Arsine volatilization was used as one of the earliest techniques in the arsenic test of Marsh (118). This procedure has been continuously improved and still used to determine total arsenic in water. The first procedure for speciation and quantification of As ([11), As (V), MMA (V) and DMA (V) in aqueous samples was published by Braman and Foreback (116). It consisted of reduction of the arsenic compounds to the corresponding gaseous arsines with sodium tetraborohydride (NaBH4) and then collected them, using helium as a carrier gas in liquid nitrogen cooled U-trap hal packed with glass beads. The trapped arsines are separated by slowly warrrring the trap and selective volatilization according to their boiling points and then swept by the carrier gas to the detector. As (H1) is the only species, that can be reduced to arsine by NaBI-l4 at pH 4-9. As (V) must be first reduced to AS (111) before NaBH4 reduction at pH 1-2. The method has been subsequently improved (117) and the authors have successfully determined the four species with detection limit for arsenic of approximately of 0.004-0.02 rig/L. Further improvement of the arsine generation method for arsenic speciation has been carried out by optimization of the reducing process, improved cold traps [such as a dry ice cooled water trap placed between the reaction vessel and nitrogen trap (118-120)], gas collectors, gas-liquid separators and more sensitive detection systems. Particular consideration has been given to the selection of buffer systems, reducing, and masking 24 agents (121). Arsenic species are reduced using different acids and buffers such as citrate buffer pH 5 to avoid interferences form various ions [Co (IH), Fe (IH), Ni (H), etc.] (122), tris buffer at pH 6-7.5 (118,120,123), acetate buffer at pH 5 (124,125), potassium hydrogen phthalate at pH 3.5-4 (126), HCl 6M (127), sodium chloride in sulfuric acid media (128) for arsine generation for As (IH). For the arsines generation of the other arsenic species or total arsenic HCl at pH S 1 (118-120,122-125,127) and oxalic acid at pH 1.3 (126) is commonly used. Determination of the released arsines can then be done by measuring atomic errrission (116,117), gas chromatography with electron capture detector (118), flame atomic absorption spectrometry (FAAS) (119,122,126,127), AAS and inductively coupled plasma atomic emission spectrometry (ICP-AES) (121), atomic absorption Spectrometry with heated quartz atomizer tube (120,123,125), GFAAS (134) and ICP-AES (128). An interesting approach has also been developed (129) based on the selective hydride generation of arsine from As (IH) using the old Fleitman reaction (A1 with NaOH), which is appropriate to be used on-line and applied to direct determination of As (HI) and As (V) after on-line reduction with KI. The advantage of this procedure is the use of low cost, stable and easy to handle reagents, differing from the classical sodium tetraborohydride procedure. Arsenic speciation by selective hydride generation combined with a suitable detection system seems to be a good method. But may have disadvantages when pH ranges are wide and under various buffer systems. MMA and DMA can also interfere with As (IH) determination under this technique. Speciation cannot be carried out at the sampling site with this approach. 25 1.6.1.3 Chromatographic Methods Several chromatographic techniques have been published for arsenic Speciation in environmental samples, such as paper-chromatography (130), gas chromatography (131,132), thin-layer chromatography and electrophoresis (76,133-135). The most popular methods are ion exchange chromatography and high performance liquid chromatography. The last two techniques are discussed below. Ion exchange chromatography has been applied in arsenic speciation of both inorganic and organic Species. This method is based on the dissociation constants (pKa) of As (HI), As (V), MMA and DMA acids since they are weak acids (24). The earliest papers on ion exchange chromatography for arsenic speciation in water were based on using cation exchange resins (136,137). As (V), MMA and DMA were separated using a cation exchange column (Dowex 50 W-X8) and the three fractions then analyzed by the arsine method (136). More reproducible results were later achieved by modifying this technique and using FGAAS with a matrix modifier as the detection system (137). However, the mechanism for the separation is not yet known. The attempt to use cation exchange chromatography for the separation of As (IH) and AS (V) has not been successful (138). All four arsenic species have been determined by combining cation and anion exchange chromatography (139-147). Several stationary phases (resins) used, have been cation Dowex-50-X8, anion AGl-X8, strong cation exchange resin, silica based anion exchange resin and others. Mobile phases (eluents) used, have been acetate buffer, phosphate, 26 perchloric acid, trichloroacetic acid, ammonium hydroxide, acetic acid, and hydrochloric acid. The detection techniques were differential pulse polarography, GFAAS and HGAAS. As (HI) and As (V) separation has been accomplished by using strong anion exchange chromatography (148-160) with stationary phases such as Dowex 1-8 anion exchange, strong anion exchange QMA, silanized diatomite, hydrochloric acid as a mobile phase, and FGAAS and HPLC-ICP-MS detection. This technique was originally reported for separating As (IH) and As (V) in groundwater using a strong anion exchange resin (acetate form). AS (V) was retained in the column, while As (HI) passed trough and As (V) was eluted using hydrochloric acid 0.12 M. Arsenic in each portion was determined by FGAAS (148). The main advantage of these techniques is that arsenic speciation can be performed at the sampling site avoiding any chemical changes in the arsenic species distribution. With the development of HPLC techniques, a variety of separation modes have been published for arsenic speciation coupled with selective detection systems such as ICP-MS, FGAAS and HGAAS (160-182). The HPLC technique is carried out using different commercial columns such as: C13 reversed-phase, BAX-10, Hamilton PRP-X 100, Hamilton PRP-l, Dionex IonPAc AS11, reversed-phase Dionex, C18 bonded silica modified by dioctyldimethylamonium bromide and, various mobile phases such as ethyltrimethylarnmonium bromide-propanol-borate buffer, methanol-water, sulfuric acid 0.1M, phosphate buffer, tetramethylamonium phosphate, methanol-phosphate buffer. The main advantage of this technique is that separation of at least eight of the arsenic species can be accomplished, but this technique is not usable at sampling site. 27 1.6.2 Detection Techniques Trace levels of arsenic speciation in environmental samples require a high-sensitivity of detection. A variety of detection techniques are available for arsenic speciation including AAS (FAAS, HGAAS, GFAAS), ICP (AES, MS), atomic fluorescence spectrometry (AFS), anodic stripping voltametry (ASV), spectrophotometry, and neutron activation analysis. This section briefly describes AAS, ICP- MS techniques. AAS is a highly sensitive and specific single element technique, ideally appropriate for speciation analysis. The most sensitive techniques utilize GFAAS and HGAAS. FAAS has not been found to be satisfactory due to its low sensitivity and matrix interferences (150,183). However, improvement of FAAS has been reported (150,181) by using quartz adapters. The use of electrothermal atomic absorption spectrometry (ETAAS) or GFAA has been used for a long time to determine arsenic in environmental samples and is the most sensitive technique. The performance of this technique depends on the characteristic of the graphite and other parts of the atomizer system. For these reasons a set of conditions must exist which provide reduction or elimination of interferences include: a) fast rise in the atomization temperature (fast thermal equilibrium): b) sample atomization needs to be delayed until the wall and gas phase have reached their final temperature (atomization from platform), integrated platform atomizers control this process better than the old platform types; c) powerful methods of background correction such as Zeeman-effect corrections and d) the use of mixed chemical modifiers. GFAAS needs only small volumes of the sample usually 10 to 50 uL and its detection limits are in rig/L range. 28 The ICP-MS technique combines the atomization and ionization generated in an ICP with MS detection. The advantages of this technique are: high sensitivity (detection limits in ng/L range), multi-element detection capability and the ability to measure isotopes. However, arsenic determination in water samples containing chloride is difficult with this technique because the 75As+ ion (arsenic is monoisotope, 75As) interferes with the molecular ion 40Ar 35Cl+ formed by the combination of the plasma gas and chloride ion. Consequently, sample pretreatment may be necessary to separate out the chloride or the chloride level needs to be monitored simultaneously with the arsenic. Additionally, other factors need be considered in coupling HPLC with ICP-MS are: a) the use of organic solvents as mobile phase can destabilize or may extinguish the plasma resulting in poor precision and accuracy (182), b) organic solvents, carbonates, phosphates can produce many interferences. A desolvation system can be used to reduce the solvent load to the plasma and minirrrize polyatomic interferences, but it requires a special instrumental set-up that can be very complicated for routine analysis (177, 182). On the other hand, using a hexapole collision cell ICP-MS can reduce this problem. Therefore, ICP-MS is the most powerful detector for arsenic speciation when the highest sensitivity is needed or several species have to be determined Simultaneously. But it is very expensive and analysis time can be too long. 1.7 Arsenic Regulations The main goal of guidelines for Drinking Water Quality is to protect public health. It has taken a long time to establish the maximum contaminant level (MCL) in United States for regulating arsenic concentration in public water supplies. In 1942, the US. Public Health 29 Service GJSPHS) established an arsenic drinking water standard for interstate water carriers of 50 [Lg/L. In 1962, USPSH identified 10 rig/L as the goal concentration and sets 50 rig/L as the floor for rejecting a water supply. On December 24, 1975 the United States Environmental Protection Agency (EPA) set National Interim Primary Drinking Water Regulation for arsenic at 50 jig/L under the authority of the Safe Drinking Water Act (SDWA) of 1974. In 1980 the International Agency for Research on Cancer (IARC) determined that arsenic and its compounds are lung and Skin carcinogens in humans on the basis of sufficient evidence for carcinogenecity in humans and limited evidence for carcinogenecity in animals. Scientific studies linked arsenic in drinking water to skin cancer in humans as early as 1898. The first studies reporting dose-dependent effects came from studies published in 1968 and 1977. EPA’s arsenic work has reflected scientific uncertainties about health effects of low concentrations of carcinogens and animal studies suggesting that arsenic may be an essential nutrient. In 1985, EPA proposed a maximum contaminant level goal (MCGL) for arsenic of 50 rig/L. In 1986, United States Congress passes the SDWA, which included arsenic in drinking water among 83 contaminants for which EPA must issue new standards by 1989. In 1988, EPA estimated that arsenic ingestion of 50 jig/L might result in a skin cancer of l in 400 (184). EPA misses the 1989 deadline in the SDWA for issuing a revised National Interim Primary Drinking Water Regulation for Arsenic. In 1993, EPA’S Scientific Advisory Board concluded that available data shows a connection between high levels of arsenic and internal cancers in humans. At that time the World Health 30 Organization (WHO) recommended 10 rig/L as provisional guideline for arsenic in drinking water (185). In 1996, Safe Drinking Water Act Amendments were approved by the US. Congress and signed into law. Congress mandated that EPA must propose a new arsenic regulation based on the current scientific evidence by January 2000 and establish a final rule by January 1, 2002. In 2000, EPA proposed a MCL for arsenic at 5 jig/L in drinking water and asked on comments on levels at 3, 10 and 20 rig/L. In January 2001, a new US standard of 10 rig/L for arsenic was established based on the arsenic level recommended by EPA. Two month later, the Bush administration delayed the implementation of the new arsenic standard challenging the scientific evidence for the regulation and the estimated cost for its implementation. Nevertheless, in October 2001, EPA adopted the 10 pg As/L standard to be effective in February 2002 and January 23, 2006 as the compliance date. The new arsenic standard is intended to protect the consumers against long-term exposure to arsenic in drinking water (186). Some countries have adopted as their standard the WHO provisional guideline of 10 rig/L for arsenic in drinking water. However, many countries have different values as is shown in Table 1.6 (185). Table 1.6 Standards for arsenic in drinking water Standard, [Lg/L Countries 7 Australia (1996) 10 European Union (1998), Japan (1993), Jordan (1991), Laos (1999), Mongolia (1998), Namibia, Syria (1994), United States (2002) 25 Canada 50 Bangladesh, Bolivia (1997), China, Egypt (1995), India, Indonesia (1990), Philippines (1978) 31 Efforts to revise the arsenic standard have been controversial and the debate continues as to what level best reduces health risks at a justifiable cost, particularly in small systems where most violations are expected. The National Research Council (NRC) concluded that studies essential for improving the accuracy of arsenic risk assessment are still needed. The majority of EPA’S Science Advisory Board Panel concluded that, there are uncertainties in the risk estimates, technology (analytical methods and water treatment) and significant implementation costs. The rule and its delay have created a range of policy responses. Whatever the out come, water suppliers and communities are urging Congress to provide more funding to help them comply the arsenic standard and other SDWA mandates. 1.8 Human Exposure Assessment Exposure to arsenic occurs in several forms and from different sources. The general population is exposed to arsenic through water, food, air and soils. People are mainly exposed via ingestion of food and drinking water. The typical Canadian intake of the total arsenic from all sources for adults was estimated at 38.5 jig/day (187,188). The intake of inorganic arsenic from food was estimated to be 12.5 ug/day for males and 8.1ug/day for females in Canada (189). Intake of arsenic via inhalation is negligible. Exposure to arsenic in drinking water presents the greatest risk to public health Since the most toxic arsenic species are inorganic As (IH) and AS (V), and. these two species are found predominantly in groundwater. Arsenic has been found to occur naturally in drinking water supplies at numerous locations around the world (11,190) as Shown in Table 1.7. 32 Table 1.7 Global Arsenic Contamination in Groundwater Country/region Potential Concentra- Environmental conditions exposed tion pulation (pg/L) Bangladesh 30,000,000 <1 - 2,500 Natural; alluvial/deltaic sediments with high phosphate, organics West Bengal, 6,000,000 <10 —3,200 Similar to Bangladesh India Vietnam >1,000,000 1 -3,050 Natural; alluvial sediments Thailand 15,000 lto —5,000 Anthropogenic; mining and dredged alluvium Taiwan 100,000- 10 - 1,820 Natural; coastal zones, black shales 200,000 Inner 100,000 <1 - 2,400 Natural; alluvial and lake sediments; Mongolia 600,000 high alkalinigL Xinjiang, >500 40 —750 Natural; alluvial sediments Shanxi Argentina 2,000,000 >1 - 9,900 Natural; loess and volcanic rocks, thermal springs; high alkalinity Chile 400,000 100 - 1,000 Natural and anthropogenic volcanogenic sediments; closed basin; lakes, thermal springs, mining Bolivia 50,000 - Natural; similar to Chile and parts of Argentina Brazil - 0.4 —350 Gold mining Mexico 400,000 8 —620 Natural and anthropogenic; volcanic sediments, mining Germany <10 —150 Natural: mineralized sandstone Hungary, 400,000 <2 —176 N atural; alluvial sediments; organics Romania Spain >50,000 <1 —100 Natural; alluvial sediments Greece 150,000 Natural and anthropogenic; thermal springs and mining United <1 —80 Mining; southwest England Kingdom Ghana <100,000 <1 - Anthropogenic and natural; gold 175 mining USA and <1- Natural and anthropogenic; nrining, Canada >100,000 pesticides, As203 stockpiles, thermal springs, alluvial, closed basin lakes, various rocks 33 Arsenic levels vary among different geographic areas. The majority of Canadian ground waters have less than 50 ug/L. But natural arsenic concentration was found to range up to 9,100 rig/L in regions of Ontario, Quebec, New Brunswick and Nova Scotia and up to 11,000 rig/L in groundwater in the proximity of an abandoned arsenical wood preservative facility (191). High arsenic concentrations have also found in groundwater in Southwestern regions of California, Nevada and Arizona and Midwestern regions of Utah, South Dakota, Oklahoma, Minnesota, Wisconsin, and Michigan in the United States. Arsenic concentrations of up to 2,600 rig/L were found in the groundwater in Joaquin Valley of California, in the C080 Hot Springs of California of up to 7,500 ug/L and in Imperial Valley of California of up to 15,000 ug/L (192,193). EPA data have reported that an estimated 5.7 millions of Americans may be exposed to drinking water with arsenic levels above 10 ug/L (194). In the case of Michigan the EPA data indicates that 367,000 citizens may be drinking water with arsenic levels that exceed the 10 ug/L standard and 169,000 citizens may be drinking water with arsenic concentration of 20 ug/L or more. Since 1981, high arsenic levels have been reported in 11 counties in Michigan as shown in Table 1.8. Total arsenic concentrations in groundwater samples in nine counties in Southeast Michigan (Huron, Tuscola, Sanilac, Lapeer, Genesee, Shiwassee, Livingston, Oakland and Washtenaw) were found to vary between 0.5 and 278 rig/L. As (HI) specie makes up 53-98% of the total arsenic (195). 34 Table 1.8 Arsenic distribution in groundwater samples of Michigan by countya County Samples As As As As (<10 lug/L) ( “-20 ug/L) (21-50 lug/L) (>50 rig/L) Genesee 363 43 % 21% 29% 7% Huron 180 71 % 9% 12% 9% In gham 120 87% 8% 5% 0% Jackson 104 86% 9% 1% 5% Lapeer 340 45% 22% 20% 12% Livingston 289 85% 12% 3% 0% Oakland 492 71% 14% 13% 1% Sanilac 53 77% 13% 8% 2% Shiawassee 246 79% 1 1% 10% 0% Tuscola 68 74% 18% 7% 1% Washtenaw 79 87% 6% 4% 3% aMichigan Department of Environmental Quality (MDEQ, Arsenic Database, 2001). Samples analyzed from 1983-1996. Numerous studies have reported adverse human health effects associated with arsenic ingested from groundwater sources (196-216). Further, many studies carried out in countries outside of USA have shown a relationship between skin and internal cancers and high concentrations of arsenic in drinking water (several hundred rig/L) (196, 201,205,215). These epidemiological studies establish a strong case that exposure to high levels of arsenic in drinking water contributes to an increased risk of skin and bladder cancer. However, no epidemiological studies have been done to assess cancer risks at low arsenic exposure levels (215,216). Chronic arsenic ingestion usually produces Skin lesions such as hyperpigmentation and hyperkeratoses. Hyperpigmentation has been observed at exposure levels of 10 ug As/kg body weight per day. This dose that would correspond to about 500 ug As/L in drinking 35 water at average consumption levels (216). Adverse effects on the gastrointestinal system, cardiovascular, and nervous systems have been observed in humans as a result of acute or sub-acute exposure to inorganic arsenic in the range of several milligrams to grams per day. Even though, there is general agreement about the health risk posed by arsenic in drinking water at the very high levels, there is no direct evidence to base risk estimation for levels of arsenic at or below current drinking water guidelines or standards. This is an area of a great interest in the scientific community and research is ongoing to better understand the risks at lower levels of arsenic exposure. Methylation is the main human metabolic pathway for inorganic arsenic (216, 217-232). The inorganic arsenic AS (111) and As (V) is metabolized to DMA" and MMAV which are less acutely toxic and more readily excreted in the urine than the inorganic species. It has been suggested by many researchers that methylation of arsenic in the body is a detoxification pathway (217,221). However, recent studies suggest that MMA‘" and DMA"1 may be more toxic than inorganic arsenic As (IH) and As (V) (221, 225-232). The proposed reduction and oxidative addition sequence of arsenic methylation is summarized in Figure 1.3 (217, 233-238). Recent studies indicate that methylation intermediates are more toxic to mammalian specie cells in vitro than are inorganic species (228,229,231,238,239). It has been found that the methylated trivalent arsenic Species are approximately 77-386 times more DNA-damaging agents in the Single-cell Gel Assay than inorganic As (HI) and As (V) (240). Monomethylarsenous acid and dimethylarsinous have been found in human urine along with the metabolites of inorganic arsenic (235,238). 36 coca—.388 2:83 c8 .3353 3885 NA Semi 9536. EH £0. .mol emlmmo 4 mmul 2L5 _ - __ £0 0 <22 <35 .mmu A .4 m 2533 moi 9.1.5 I Eula/sing UVCI 3L5 .ED __ _ 8m a 0 saw ouwcomu A>NAWVEE oumcomhd‘ -MV < _ A I_I EOI m <35 32m w A h. <20 mo>oaom ”m omsEau 2-3 we 9 “cos—to “mamas. /2 /r’% 7/////% 22 wannabe—cm mo>oEom a awesome 68 The four fractions were analyzed using graphite furnace atomic absorption spectroscopy (GFAAS). A matrix modifier solution containing palladium chloride. bidistilled hydrochloric acid, ammonium paratungstate, and citric acid was employed. An electrodeless discharge lamp (EDL) was used with Zeeman-effect background correction. Ultra-clean graphite tubes with integrated platforms tube were with the furnace temperature program shown in Table 2.1. Table 2.1 Furnace temperature program for As analysis. Step Temp, ° C Ramp, 8 Hold, s Read Flow, milan 1 1 10 1 30 250 2 130 15 30 250 3 1200 10 20 250 4 2000 0 5 x 0 5 2400 1 3 250 To evaluate the method, water samples were spiked with various concentrations and combinations of the four arsenic species by adding the appropriate stock solution to water and immediately passing the solution through the series of cartridges. Solutions containing the four compounds individually were analyzed over the concentration range 10 — 100 ug as As/L. Ten replicates of twelve different combinations of the four species at levels up to 100 ug as total AS were also analyzed. Finally, a comparison between spiked samples using deionized water and very hard groundwater was performed. 69 2.3 Results and Discussion Seven-point calibration curves for the each of the four arsenic species were established for the concentration range of 1 to 10 rig/L and 5-100 [Lg/L using peak areas. Correlation coefficients were higher than 0.998 for all species and the relative standard deviations for the points of the calibration graphs were between 5-10 % for 1-10 ppb and 1-6% from 5- 100 rig/L. Previous studies have reported different response factors, or slopes of the calibration curves, for different As species (32,66). We found no significant differences. Three replicates of the calibration procedure were performed on each of three different days. The relative standard deviation did not exceed 8 % for 1-10 rig/L and 5 % for the concentration range of 5-100 rig/L. A detection limit of 0.37 rig/L was determined using the criterion 3 x O'/ S, where O' is the standard deviation of the ten replicates of background signal and S is the slope of the calibration curve (67,68). Optimization studies for extraction pH indicated that complete retention of DMA occurred in the pH range 1.0-1.5. Similarly, complete retention of As (V) and MMA was achieved in the pH range 2.5-3.5. The effect of the flow rate for extraction by cartridges 2 and 3 was evaluated over the range 0.5-4 mL/min using peristaltic pumps in place of syringes that would normally be employed under field conditions. The best results were obtained in the range 3-4 mL/min for cartridge 2 and 0.5- 1 mL/min for cartridge 3. Elution flow rate was evaluated over the same range with the result that 0.5-1 mUmin was best for cartridge 2 and lmL/min for cartridge 3. The elution curve for cartridge 3 shown in Figure 2.2 demonstrates excellent resolution of As (V) and MA. 70 81 7 l r 6 e I I I,“ :‘e c I I E 5 _ 1’ 'll\\\\ 'I g. ' \‘n l"‘ \ E 4 I .l/ ‘\\ "' ‘ I E n 0" \‘ I'll. \" \ 8 3 - ' / E I" " \ o n ,/ ‘ , , . U , , \ I. \ \ , Asw) k \ ‘I .- 2 ' I ~ ~ ‘I \ .1 ~ 5‘ 5' MMA \. ‘ 1- "1' ‘ ~ \1 - \ 5 '.‘ . C \ . § O--——l . . . . fl . -. -¥i=h-,"l f . kt-LE'L. l 2 3 4 5 6 7 8 9 10 ll 12 13 Volume. mL Figure 2.2 Elution curves for As (V)-MMA separation Table 2.2 shows the results obtained using deionized water spiked with each of the four arsenic Species individually at concentrations from 10 to 100 rig/L. It can be seen that in all cases except for the higher levels of As (V), recovery is essentially complete (98 — 102%). Recovery of As (V) drops to 82% and 67% in the 80 and 100 ug/L samples, respectively. An amount of As similar to that not recovered appears as a “false positive” amount of AS (HI). This suggests that the capacity of cartridge 3 for As (V) is between 50 and 80 rig/L (1.25-2 ug) such that the As (V) introduced to the column above this amount is not retained, and appears in the column effluent, which is where we would expect to find As (IH). This could be easily addressed by using a smaller volume of sample, or in future designs, by either using more sorbent material or higher loading of dioctyltindichloride on the sorbent. 71 Table 2.2 Interference among four arsenic species (concentration in rig/L) As (HI) As (V) MMA DMA Spiked 10 - -. - % recovery 99.5 % SD. 6.4 Spiked 50 - - % recovery 98.6 % SD. 1.4 Spiked 80 % recovery 100.9 % SD. 1.8 Spiked 100 % recovery 101.9 % SD. 2.5 Spiked - 10 - % recovery 102.5 % SD. 6.1 Spiked - 50 - % recovery 1.83 98.16 SD. 5.4 2.4 Spiked - 80 % recovery 15.8 81.7 % SD. 4.8 2.6 Spiked - 100 % recovery 39.5 67 % SD. 2.7 1.8 Spiked - - 10 - % recovery 1.9 98.0 % SD. 3.4 6.0 Spiked 50 % recovery 100.1 % SD. 3.4 Spiked - 80 % recovery 1.8 98.7 % SD. 2.4 2.2 Spiked - 100 % recovery 0.76 100.4 % SD. 6.8 1.5 Spiked 10 % recovery 1.7 98.5 % SD. 5 .6 4.9 Spiked 50 % recovery 103.3 % SD. 1.1 Spiked 80 % recovery 0.96 98.9 % SD. 5.6 2.4 Spiked 100 % recovery 2.4 97.9 % SD. 4.5 1.9 72 It was of interest to evaluate whether the cartridges could be reused after elution. Cartridges 1 and 2 utilize commercial materials that are designed to be regenerated so this was not tested further. Cartridge 3 was subjected to 50 extraction/elution cycles. Analytical performance remained constant over this period of use. The stability of extracted materials on the cartridge 3 was also evaluated by comparison of cartridges eluted immediately and after one month of storage at room temperature covered with aluminum foil. No differences were found. The performance of the method for samples containing multiple As species is shown in Table 2.3. Ten replicated of various combinations and concentrations of the four species ranging from 1 to 60 rig/L were prepared in deionized water. It can be seen that recoveries were all greater than 80%. Precision is seen to be very good, with relative standard deviations generally less than 5% except for when concentrations were less than 10 rig/L, where slightly higher values were found. Two groundwater samples with different hardness levels were spiked with different concentrations of the four arsenic species to evaluate whether the presence of other ions that would normally be present affect recovery. The results from 5 replicates of each water sample are shown in Table 2.4. It can be seen that acceptable recoveries and comparable precision was found for the groundwater samples. 73 Table 2.3 Arsenic speciation in Spiked samples As(HI) As(V) MMA DMA Spiked (pg/L) I0 40 10 0 % recovery 86.45 92.34 % RSD* 1.2 2.1 Spiked 0 40 10 10 % recovery 89.45 94.35 105.45 % RSD 1.8 4.9 6.4 Spiked 40 40 10 10 % recovery 98.56 84.89 93.56 101.45 % RSD 2.0 1.4 3.8 5.2 Spiked 40 0 10 10 % recovery 112.34 98.89 99.78 % RSD 2.1 3.8 2.9 Spiked 40 40 10 10 % recovery 108.32 90.45 110.23 % RSD 2.1 1.9 4.6 Spiked 40 20 0 0 % recovery 97.34 83.57 % RSD 3.9 2.6 Spiked 40 40 0 10 % recovery 106.34 82.45 95.64 % RSD 3.0 2.1 5.3 Spiked 5 5 l 1 % recovery 87.45 78.68 0.86 108.25 % RSD 9.1 9.4 11.3 10.6 Spiked 20 10 5 5 % recovery 91.32 77.45 92.6 96.74 % RSD 3.7 6.7 6.9 6.6 Spiked 60 30 5 5 % recovery 93.83 84.42 93.42 97.50 % RSD 1.3 4.4 5.4 5.1 Spiked 30 60 5 5 % recovery 91.50 84.43 89.95 102.35 % RSD 3.5 6.4 7.4 5.6 Spiked 60 40 0 0 % recovery 90.34 88.54 % RSD 3.6 4.5 74 Table 2.4 Results of the Arsenic Speciation in groundwater samples Sample Total Hardness As (IH) As (V) MMA DMA as CaCO3, mg/L Well 250 0.22 0.67 Spiked 50 30 10 10 % recovery 98.45 86.85 97.42 105.23 % RSD 1.3 2.4 5.1 6.4 MSU tapwater 450 0.3 1.9 Spiked 50 30 10 10 % recovery 95.45 84.35 98.87 101.45 % RSD 1.6 2.2 7.2 8.2 75 2.4 References (1) Tseng, W.P., Chu,H.M., How,S.W., Fong,J.M., Lin,C.S., Yeh,S., J. Nat. Cancer Institute, 1968. 40,453-463. (2).Wu, M., Kuo,T.L., Hwang,Y.H., Chen,C.J., Am. J. Epidem, 1989, 130,1123-1132. (3) Chen, C.J., Wang,C.J.,Cancer Research, 1990, 5,5470-5474. (4) Guo, H.R., Chiang,H.S., Hu,H., Lipsitz,S.R., Monson,R.R.Epidemiology, 1997, 8, 545-550. (5) Hopenhayn-Rich, C., Biggs,M.L., Smith,A.H. International Journal of Epidemiology, 1998, 2,561-569. (6) World Health Organization (WHO), Drinking Water Guidelines and Standard, 1996. (7) Kim, M.J., Nriagu,J., Haack,S., Environ. Sci. Techno,2000, 34,3094-3100. (8) Simon,G., Huang,H., Penner-Hann,J.E., Kesler,S.E., Kao,L.S., Am. Mineralogis, 1999, 84,1071-1079. (9) National Research Council (NRC), Arsenic in drinking water. Washington: National Academy Press, 2001. (10) Jain, C., Ali,l., Water Research, 2000, 34,4304-4312. (11) Pumedu,B., Sharma,A., Water Research 2002, 36,4916-4926. (12) Jeckel, M. In Arsenic in the Environment Part I; Nriagu,J., ED. John Wiley & Sons, New York, 1994, pp. 119-132. (13) Korte, N., Femando,Q. Critical Reviews in Environmental Control 1991, 21, 1-39. (14) Shiomi,K. In Arsenic in the Environment Part I; Nriagu,J., ED. John Wiley & Sons, New York, 1994, pp. 261-293. (15) Philips, D.J.,Aquat. Toxicol, 1990, 16,151-186. (16) Braman, R., Johnson,D., Foreback,C., Ammons,J., Bricker,J. Anal. Chem, 1977, 49, 621-625. (17) Carvalho, M., Hercules,D. Anal. Chem. 1978, 50, 2030-2034. (18) Heinrichs, H., Keltsch,H. Anal. Chem. 1982, 54, 1211-1214. 76 (19) Tesfalidet, S., Irgum, K. Anal. Chem. 1988, 60, 2031-2035. (20) Galban, J ., Marcos, E., Lamana,J., Castillo,J. Spectr. Acta PartB-Atomic Spectr. 1993, 48, 53-63. (21) Moller, A., Scholz,F. Anal. Proceedings 1995, 32, 495-497. (22) Frankenberger, W. Soil Biol. Biochem. 1998, 30, 269-274. (23) Anderson, K., Thompson.M., Culbard,E. Analyst 1986, 111, 1443. (24) Lopez-Molinero, A., Villareal,A., Aznar,Y.,Benito,M., Castillo,J. App. Spectr. 2001, 55, 1277-1282. (25) Lopez-Molinero, A., Castillo,J.Chamorro,P., Callizo,A. Mikrochimica Acta 1999, 131, 225-230. (26) Kalyanaraman, S., Khopkar,S. Talanta 1977, 24, 63-65. (27) Chakraborti, D., De Jonche,W., Adams,F. Anal. Chim. Acta 1980, 120, 121- 127. (28) Puttermans, F., Vandenwinkel,P., Massart, D. Anal. Chim. Acta 1983, 149, 123-128. (29) Bohr, U., Meckel,L. F res. J. Anal. Chem. 1992, 342, 370-375. (30) Narsito, H., Agterdenbos,J. Anal. Chim. Acta 1987, 197, 315-321. (31) Masscheleyn, P., Delaune,R., Patrick,W. Environ. Sci. Technol. 1991, 25, 1414- 1419. (32) Masscheleyn, P., Delaune,R., Patrick,W. Environ. Sci. Technol.1991, 20, 96-100. (33) Michel, P., Averty,B., Colandini,V. Mikrochimica Acta 1992, 109, 35-38. (34) Howard, A., Comber,S. Mikrochimica Acta 1992, 109, 27-33. (35) Cabreros Pinillos, S., Sanz Asensio,J., Galban Bemal,J. Anal. Chim. Acta 1995, 300, 321-327. (36) Burguera, M., Burguera,]. Talanta 1997, 44, 1581-1604. (37) Henry, F., Thorpe,T. Anal. Chem. 1980, 52, 80-83. 77 (38) Pacey, G., Ford,J. Talanta 1981, 28, 935-938. (39) Ficklin, W. Talanta 1983, 30, 371-373. (40) Aggett, J ., Kadwani,R. Analyst 1983, 108, 1495-1499. (41) Gomez, M., Camara,C., PAlacios,M. F res. J. Anal. Chem.1997, 357, 844-849. (42) Edwards, M., Patel,S., McNeill,L., Chen,H., Frey,M., Eaton,A., Antweller,R., Taylor,H. J.A. W. WA. 1998, 90, 104-113. (43) Miller, G., Norman,D., Frisch,P. Water Research 2000, 34, 1397-1400. (44) Le, X., Yalcin,S., Ma,M. Environ. Sci. Technol. 2000, 34, 2342- 2347. (45) Kim, M. Bull. Environ. Contam. Toxicol. 2001, 67, 46-51. (46) Grabinski. A. Anal. Chem. 1981, 53, 966-968. (47) Ding, H., Wang,J., Dorsey,J.,Caruso,J. J. Chromat. A 1995, 694, 425-432. (48) Yalcin, S., Le,X. Talanta 1998, 47, 787-796. (49) Le, X., Ma,M. Anal. Chem. 1998, 70, 1926-1933. (50) Mattusch, J., Wennrich,R. Anal. Chem. 1998, 70, 3649-3655. (51) Spuznar, J., McSheehy,S.,Polee,K., Vacchina,V., Mounicou,S., Rodriguez,l., Lobinski,R. Spectrochim. Acta B 2000, 55 , 779-793. (52) Brinckman, F., Jewett,K., Iverson,W., Irgolic,K., Ehrhardt,K., Stockton,R. J. Chrom. 1980, 191, 31—46. (53) Tye, C., Haswell.S., O'neill,P. Bancroft,K. Anal. Chim. Acta 1985, 169, 195- 200. (54) Ebdon, L., Hill,S., Walton,A. Ward,R. Analyst 1988. 113, 1159-1165. (55) Bohari, Y., Astruc,A.M., Astruc,M., Cloud,J. J. Anal. Atomic Spec. 2001, 16, 774- 778. (56) Martin, I., Lopez-Gonzalves,M., Gomez,M., Camara,C., Palacios,M. J. ChromB: Biom. Appl. 1995, 66, 101-109. 78 (57) Le, X., Ma,M., Wong,N. Anal. Chem. 1996, 68, 4501-4506. (58) Larsen, E. Spect. Acta Part B 1998, 53, 253-265. (59) Londesborough, S., Mattusch,J., Wennrich,R. F res.J. Anal. Chem. 1999, 363, 577- 581. (60) Borho, M., Wilderer,P. J. Water Supply Research and Technology-Aqua 1997, 46, 138-143. (61) Volke, P., merkel,B. Acta Hydrochimica 1999, 27, 230-238. (62) Russeva, E., Havezov, I., Detcheva,A., F res. J. Anal. Chem. 1993, 347, 320-323 (63) Davies, A. Organotin Chemistry; VCH: New York, 1997. (64) Shkinev, V., Spivakov, S., Shkinev,V., Vorob'eva,G., Zolotov,Y. Analytica Chimica Acta 1985, 167, 145-160. (65) Spivakov, S., Shkinev,V., Vorob'eva,G., Zolotov,Y. 1983, 716-720. (66) Ochsenkuhn-Petropolu, M., Ochsenkuhn,K., Millonas,I., Parassakis,G. Canadian Journal of Applied Spectroscopy 1995, 40, 61-65. (67) IUPAC Pure and Applied Chemistry 1995, 67, 1699-1723. (68) Jaganathan, J. Atomic Spectrometry 2001, 22, 280-283. 79 Chapter 3 Stability of Arsenic Species in Groundwater 3.1 Introduction The stability of arsenic species in aquatic systems is limited due to chemical and biochemical reactions. The conversion of arsenic species in aqueous samples can be affected by redox reactions, precipitation, adsorption or changes by microbial activities. Changes in redox potential or pH often take place in environmental systems by mixing waters from different sources, due to contact with the atmosphere or the reduction of the oxygen concentration through various processes. The time between on-site sampling and analysis in the laboratory is normally at least one day. However, within this period significant changes in the chemical composition of the sample may occur. Preservation conditions to maintain integrity and stability of environmental samples are a prerequisite to the successful implementation of the analytical method. Changes in species composition need be to avoided in order to provide reproducible results between the time of sampling and the time of the analysis. If this is not possible, suitable procedures should be accomplished for the preservation of the Species. The preservation of AS (111) and As (V) in natural waters has been investigated by a number of scientists (1-17) in an effort to stabilize the original distribution of arsenic species during Shipment to the laboratory. Among the variables studied have been temperature, presence of light, darkness, and different chemicals (HCl, I'INO3, H2804, ascorbic acid, EDTA, etc.). A summary of these studies is shown in Table 3.1. 80 Table 3.1 Literature Review for the stability of arsenic species Sample As Container Tempe- Chemical Results Refe- concentra- light/dark rature PH rence tion Spiked 1; 10; Glass Room Ascorbic As(HD-) As (V) 10 ug/L 1 100; 1,000 temperatu acid in 4 d; 100 rig/L in 7 d; rig/L re 1mg/mL 1,000 rig/L in 18d. As(III), No changes occur using As(V) ascorbic acid Spiked 20 mg/L Borosilica Total As constant for 56 2 As (III). te days. Container does not As (V) Soda glass absorb As. 50 % As (HI) Polyethyle -) As (V) in 33 days. No ne difference in light and dark Spiked 1-10 rig/L Pyrex Room 2%v/v No losses in polyethylene 3 Hamilton AS (111), Polyethyle tempera- Sulfuric acid bottles Harbor As(V) ne ture 1.5 Substantial losses in water pyrex bottles at pH) 5.4 No As losses over 125 d at pH 1.5. Algal growth after 6 weeks Spiked 0.02 — 2 -15 ° C HC10.05N AS (111) 9 As (V) after 1 4 Natural rig/L Room week . At -15 ° C initial Water AS (111), tempera- 0.02 rig/L loss of AS (111) AS (V) ture but remains constant after MMA,D prolonged storage MA Spiked 50 rig/L Room 2-10.5 No oxidation As (III) in 5 Groundwa AS (111) tempera- three weeks 6 ter and As(V) ture 5-7% As(HI) -) As(V) in 2.5 months Spiked As(III), 20 °C Solution of four As 7 As(V). 40 °C species at pH adjusted in MMA, 4 °C the dark are stable for 1 DMA, AC year. After 4 m As (HI)-) As(V) at 20 °C (light). But only slight ox. At 40 °C (dark). Mixtures DMA, AC, As (V) after 2 m and 4 m MMA and As (III) present at 20 °C. At 40° C MMA and As (III) present after 2 m but disappear after 4 m. At 4° C no changes of As. In presence of ions As (IH)-)As(V) at three temperatures Spiked 0.001-10 Room MMA,DDMA stable at 8 mg/L tempera- room temp. for 5-6 m but As(III), Ture As(III) and As(V). At 4 As(V),M 4 °C °C all species stable for MA,DMA 21 d. after 29 days As 81 (HI)-)As(V) (0.5-1mg/L) at room temperature Ground As(III)/As EDTA As(III)/As(V) stable for 9 water Fe- (V) 500 mg/L 10 (1. Change of 2 rig/L (ppt) 19-38 As (IH)-9A8 (V) over 30 rig/L d. With no EDTA As (HI) As(total) oxidation in less 1 d Spiked 60 rig/L Room Fe (11) As (III) stable up to 7 d 10 AS (111) tempera- HCl with 500 mg/l Fe(II) and ture pH<2 HCl Ground 41.5-278 Poly- Room As(t) stable up to 1 y at Water rig/L As ethylene tempera- pH<2 and up to 6 m at 4 11 (total) 90 darkness ture °C in darkness (no acid.). rig/L As 4 °C As (HI) oxidation in 3 m (111) up to 70% Spiked 0.5-20 5 °C 0.1-0.4% As(V) -)As(III) (1-5 12 and river rig/L 22 °C HCl jig/L) in 2 d at 22 °C and water As(III), HNO; no reverse reaction after As(V 10 d in spiked water, in river water reverse reaction after 2 d .No changes at 5 °C in both waters. In river water samples As(III) oxidation with HNO; and HCI Spiked 6-24 rig/L Teflon 20 °C HCl Teflon and Borisilicate 13 Natural AS (111). Borosilica 4 °C bottles-9 complete As water As (V) te (III) conversion in 7 d. No Polyethyle AS (111) oxidation in 30 at ne pH=2. After 30 d 72 and 4% AS (111) is left at 4 °C and 20 °C Distilled 50 jig/L Polyethyle Room HCI No changes in distilled 14 water As(III) , ne tempera H2804 and de-ionized water at 4 Deionizid As(V) Light Ture Ascorbic °C and H2804 after 40 d. water Darkness 4 °C acid Reduction of As (V) in Tap water de-ionized water in presence of light after 40 (1. At room temperature. light and chemicals As reduction and oxidation were found after 40 d. Sterile 100 rig/L Glass Room No AS (111) oxidation in 15 water AS (111), temperatu 14 d at 4 C. Groundwa As(V) re AS (111) oxidation in 3 d at ter 30-ug/L 4 °C room temp., no AS (111) id. left after 14 d in groundwater Natural 1.3-10 Polyethyle As(V) -)AS(III) after 7 d 16 water rig/L ne 7-83 ug/L Opaque Room EDTA As species stable up to 3 17 As(IlI) Polyethyle tempera- HCl months with EDTA 13-220 ne ture (0.06M) At 10 rig/L As species 82 rig/L H2804 stable for 120 h using As(V) (0.09M) EDTA, 100 h using 10 rig/L HNO; H2804. HNO3 preserved As(IH),As 0.08M) As species in darkness. (V) HCl changes the As species in 2 d (light, darkness) The literature is not in complete agreement with respect on how to preserve As (HI) and AS (V), although some type of acidification and low temperature is usually recommend. However, no paper has been published with on site arsenic speciation. The aim of this study was to evaluate the stability of arsenic species As (IH) and As (V) in groundwater samples under, a) different temperatures (4 °C. room temperature and 40 °C), b) pH (< 2 using hydrochloric acid and water natural pH), c) oxygen concentrations (0, 2-3 mg/l, 5-6 mg/l and saturation), and (1) length of storage (24 hours, 48 hours, 7 days and 14 days). Losses and species transformations were also investigated. The initial arsenic species distribution was determined on site using arsenic Speciation methodology developed in our laboratory, so comparisons could be done. 3.2 Experimental Procedure Standards and reagents A stock solution containing 1 mg/mL of arsenic was prepared utilizing Arsenic trioxide AS203 (As (IH)), arsenic pentoxide Asz05 (As(V)). As (V) was dissolved in distilled water. As (IH) was dissolved in a minimal volume 1M NaOH and neutralized with 1M HCl using the appropriate indicator and diluted with distilled water up to 1L. Stock 83 solutions were stored at 4 °C in darkness. A second As (HI) Stock solution was prepared containing 10 mg/L and stored at 4 °C. It remained stable at least for four months when checked against freshly prepared stock solution and oxidation redox potential measurements weekly. Standard solutions, which were used for the calibration and spiked samples, were prepared daily by dilution of the stock solutions. Palladium chloride (PdClz), bidistilled hydrochloric acid 6M, citric acid, ammonium paratungstate (N114)10HZW12024.H20, were used to prepare the matrix modifier. All reagents were analytical grade of high purity. Sampling Procedure The groundwater sampling procedure was designed to assure that the samples reflected the in-situ conditions of the arsenic species distribution. The pumping rate was kept very low to prevent detachment of colloidal materials. All samples were filtered using 0.2-um membrane syringe filter to minimize any contamination. Since 20-30 mL of the filtrate is required for the arsenic speciation, filtration should not represent further problem. Groundwater samples were taken from East Lansing. Samples were collected in 160 mL glass containers (previously cleaned with 5% nitric acid and rinsed with ultrapure water) and then placed into a temperature controlled environment. Oxygen was removed from glass containers by bubbling with inert nitrogen gas until oxygen could no longer be detected. Field measurements included temperature, pH, Eh, Fe (H), dissolved oxygen, specific conductance and alkalinity. Samples were also collected for anions (Cl', NO3’, NO;‘, 3042') and metals (As, Fe, Ca2+,Mg2+, Nat, K+, Mn) for later analysis in the laboratory. 84 Experiments in the laboratory The following set of experiments was carried out to study arsenic species stability. Samples were storage for 24, 48, 168, and 336 hours under four oxygen concentrations (0, 2-3 mg/L, 5-6 mg/L and saturation), three temperatures (4 °C, 20 °C and 40 °C) and two pHS (<2 and natural pH of the sample). Arsenic Speciation, pH, Fe (H), total Fe and total As analysis were carried out at 24, 48, 168 and 336 hours. Analytical Methods Specific conductance, pH, temperature, dissolved oxygen (DO) and Eh were measured with a flow cell (Yellow Springs Instruments). Fe (II) was determined by the phenanthroline colorimetric method (18,19) and alkalinity by titration with sulfuric acid (19). Anions and cations concentrations were quantified by ion chromatography and atomic absorption spectroscopy respectively. Arsenic speciation was done using the method developed in our laboratory (20). The basic strategy involves three columns and a selective elution procedure. The first cartridge used a cation exchange resin to remove interfering cations. The pH of the sample was then reduced to less than 1.5, which resulted in formation of the protonated cation of DMA. This was then extracted in a second cartridge containing a cation exchange resin, and later eluted with acid. The pH of the effluent was increased to a range of 2.5 to 3.5. This effuent was then passed through a third cartridge utilizing a silanized diatomaceous earth modified with dioctyltin dichloride to retain the As (V) and MMA. These were then eluted with different strength acids. As (HI) was not retained in any of the cartridges so remains as the effluent from the third cartridge. The whole 85 procedure was carried out at the field site. It was found that DMA and MMA concentrations were negligible, so for this study arsenic speciation was done using the first and the third cartridges. 3.3 Results and Discussion Initial values for the East Lansing groundwater were: pH, 6.98; specific conductance, 0.816 um S; temperature, 11.26 °C; dissolved oxygen, 1.02mg/L; Eh, -24.5 mV; As (HI), 12.1 p. g/L; total A8, 14.3 rig/L; Fe (II), 980 rig/L and total Fe,1150 rig/L. In order to understand the natural processes of arsenic in water and its toxicological effects, it is important to be able to speciate arsenic on-site as the species may change under storage conditions. This set of experiments provides information relative to the effects of pH, oxygen concentration and temperature effects on As (IH) stability over time. Figures 3.1, 3.2, 3.3 and 3.4 indicate, that As (HI) was stable over the period of the study at pH<2, independently of oxygen concentration with only slight variation found due to a change in temperature. Similar observations have been reported in (12,21). However, at a natural pH of the sample, a loss of AS (111) was observed at all three temperatures tested, ranging from 22 to 58%, after 48 hours. Additionally, in this set of experiments, a pale yellow color change was observed in the water samples in the form of a precipitate after 48 hours. It may be assumed that the color changes were probably due to coprecipitation with or adsorption on the iron oxyhydroxide present (see section 1.2.2). Figures 3.5, 3.6, 3.7 and 3.8 Show AS (111) and total As variations at the natural pH. From 86 these results it can be concluded that As (HI) losses were due to an oxidation reaction to AS (V), but, decrease of the total As concentration was probably related to As (V) adsorption on the iron oxyhydroxide. These results are in agreement with previous papers (22,23,24). Dissolved oxygen was not able to oxidize As (IH) significantly under these conditions. 87 ARE o .aombno was In 6.288888 “about? 3 2.3355250 EU m< we bmzpflm fin 05mm , 9:5: .85. 8m 8 com 8m 8F 8* on o. 91. .oieeeumalel 0.. Bus .8583qu .x. . u. is .oeseoeuma. 0.9.8. .33. 0.. Sue .03... .II o. in. .Nvmalel I’i‘ I 8 IIIII '- I II I .... r?/ x. I. I.I. // It, excl / III, III / ill-IIILHU/ nrHruvrum mm mm... ...... l... I. Rm?! 0 ,- 3. *1/811 ‘uolienuaouoo (111) SV 88 ARE m-~ .comzxo can in . Shannon—:8 Bonfire cm :osabcoocoo GE m< .8 5:3.ch Nd Semi 950: .08; omm com 0mm 8N one cow om C. San 53-88% 19 l 0.. Sue 55-88% 1 a. l 0.. any 5383qu um .. D. 9th .Nvma 1.— l o. cane. .2: l! .. OI . I: 0.4"... ~va 19.. III XI III I I I I I I In, If, I I I I I, II I III I: I I I, / I, I I I I II. .X/ / I, I, I II I / I, I, I I. I: / .mll II I III’I I’ll lrrnu m .l'll'lluuuunn llll aluuuufluuuuul*l O P "yfirl ‘uonenuaouoo ([11) SV .3. v— 89 ARE c-m .5»sz new In Jean-confine Echo-mac 8 Q5 m< we chm—33m Om oBmE muse: .259 can con 8m 8m om. SF 8 024nm- dense-e ma .0 . 6.. 8L. .8. Ea. sums. .xl 0.4-e.o4.e-ms.eume I 0.9.4.33 .1 . o. emu-w .mvma. .II .l. a Q n... UequNVIlT xll II!!! II 'l". LI 1: I III III II II III II / Jr .. III I. II I, II I .:..l..l "Ml-ff! all ll. III-“4.4+- uflr Ill-"IIJIUIIWQA O P 1/811 ‘uopenuaouoo (111) SV .3. VP 90 00¢ grandam 5&sz Ba ma $838388 E20454 3 EU 2 .8 £98m 44m pawfi .92 .95- omm com 0mm 8N om _. oow om 033954634qu . 0| Pang-546-36% . xl vine 5463.0qu - I. - veal-.mvmg - 0| 0.. cans .Nvmg . S... 93... god 920: 8.8% 2 .2 8:82.. .22. 2.2.8.3: .N 87% . 82 we»... 26 £4.62 8 2.. .2 :28»... .22. 2.22 8.2 SC 8 32. oz 2% oz 32. $2.8 92% 8.... 8:82.. 228 053225228222 02. 8280 .550 :. Eon 22:: 5:33 .03 E .32. oz 1%.. 2-86 8 ”<13... SEA $2-8. 8:222... .82.”: sass 2.8". e 2.. 33 mm... :.-...o E a... mu... 3 8 m.... u 8... 22.2.3»... 2.2.8.3.. an 38 8 2 32. N 3... mm... 82: M... 920: 8 ...< .8 8:82.. no.2 2.8". 9. A8 w< Eon 25:333.: :05» 6 casein 3 m< 28 Bow omEofioagéoco—fiougm e E .... 8.-. 8 2.. Z 8% oz 2% oz 33 min #4006 m<“: 3... 5.8809 0052: 5:530an x52: oEEmm woo“ E 2:83 wESEBon 28 £552: 3232.5. 3‘ 230. 110 2383 a: "a: £203 83 u 33 2:83 .89 u 89:. 2:83 2.3905 u 32 2:3» 2 853.5588 2:83 2:3».82 6:3 :39 owfiog u n 02.. :_ 5235:0280 2:83 23902 23 :39 09203 n 3 $2-8: cm Z. 04% E28388 2:028 33.—283x :mE am 2 32 w: w: 2 $1 $2.75.: 92.0: 8 2 .8 83:88 8.28.8 83322: 888m 3 3% oz 6 $13.: a 3.5-23 £82 828% 2 a: 28,832 :8: 84:2 8 $2. 3% oz mu: 33-3 3:: 8 3 .8 8:228 8:2 3880 @982 33:58 8:823— Eoohom 2:5 5:085 22,2 2 5:369 3508 E23335 5:38 295% 3V 2an won—5:00 111 a»: _. E23289: 32 2:082:32: 282: 23 mm~-w 9N6 2.2 2-3 223-3 02% mmminm 02.2 28280 2: 8:83 22 m: a: 8: as: 22 2 082 :32» 539$ N2 2 20022 mmm ANV 02.x ma :22mow22U 223 933922 En 22V 022 a: «3 No 22: a 2 2 2 3m CV 022 28.33 ma 2:: m2 :2 2 N2~ 52022 5:822. 28 2838 v2 :3 5223920 223502 32 v: 82 we awn 23 022 m2 22 o2 2 on 2 333.2. 022 mm om2 22333.5 322 2223032: 223 «28% m< Nd man 022. 0920 mm 522.8%:U 93: 92 2o 2 5.2. mom 2mg 02% :ozmowfi 223 22 2x3 E22398 2835032 82 82 gm Ema 02¢ flu: .232 25502 2923. <20 <22 253. £62 2222232 32 noon 258 :2 E23283 2:33. N28 23,: 112 The toxicity of inorganic As (III) is assumed to be due to of its binding to thiol groups (- SH) of cytosolic proteins and macromolecular constituents (43,44). Therefore, in order to carry out a quantitative extraction of inorganic AS (111) in samples, a hydrolysis of the proteins to break the S-As bond must be accomplished. The most common procedure mentioned uses acid digestion. However, a legitimate concern may be raised for using acid digestion in arsenic speciation due to the potential breakdown of organic compounds in digestions used. This problem may be present in any analytical method used to speciate arsenic. Quantitative recovery of inorganic As (III) has been reported using acid digestion, base digestion, microwave assisted distillation for arsenic speciation in food. Most of the reported studies show a 70-120 % of recovery of total arsenic (see Table 4.1). In addition, arsenic speciation in oyster tissues using hydrochloric acid digestion reported 101 % recovery of AsB showing that there is no breakdown of organic compounds (17). Liquid chromatography is the most popular technique for the separation of arsenic species, since in general they are readily soluble in an aqueous solution. The most commonly used technique is HPLC because of the ease of coupling it with element- specific detectors such as ICP-MS or HGAAS. However, the volume of sample that can be injected is sometimes insufficient to detect minor species. Off-line preparative work should be done for the injection and separation in large quantities of samples. The eluent can be monitored by analysis of the eluting fractions. Liquid chromatography of the collected fractions may be used to isolate and purify the specie of interest. 113 A comparison of techniques indicates that HPLC-HG-ICP-MS can be used for multielement studies while HPLC-HG-FAAS can be used for more routine studies (45). The advantage of AAS is that is simple to use and well understood. On the other hand, HPLC-ICP-MS is more commonly used as a speciation technique, for identification and determination because of the separation achievable by HPLC and the sensitivity and selectivity of ICP-MS. However, if structural information on the species extracted is needed Electrospray Mass Spectrometry (ESMS) is the instrument of choice as it provides both quantitative and qualitative information (45). The disadvantages of using HPLC-ICP—MS are: a) organic solvents present in the eluent form HPLC may produce carbon built-up in the plasma region. To prevent carbon deposits it is imporant to use a mimimal amount of organic solvent or use oxygen, b) the most obvious interference is caused by the formation of 40Ar35Cl+ in the plasma and it is related to the chloride presence in the samples. Since arsenic is monoisotopic it is not possible to avoid this isobaric interference with a conventional quadrupole instrument. However, this problem can be reduced by adding nitrogen into the plasma or using an anion exchange column that will retain the chloride, thereby preventing its entering into the plasma. The disadvantages of using HG-ICP-MS are: a) interference due to the chloride presence that can be eliminated because arsenic compounds are converted to their volatile arsines which can subsequently be separated from the liquid eluent and introduced in the IPC- MS without interference, b) AsB and arsenosugars do not form volatile hydrides so HG 114 can not be used to separate them. However, HG can be useful as a screening method to separate inorganic arsenic, which is the greatest risk to the environment. 4.4 Human Exposure Estimates and Risk Assessment Estimation Consumption of drinking water is a route of exposure to inorganic arsenic and the level of exposure depends on the arsenic concentration in the water. However, dietary intake of inorganic arsenic is more difficult to assess. A study carried out in Canada recently provided an estimate for the daily intake of total arsenic. The mean value reported for males and females age 12 and above was 40 ug/d (8). This value is very close to 38 jig/d reported for Dutch 18 years old males (46). Also 34 ug/d has been reported in a study in the USA for males and females age 14 and above (23). The Canadian evaluation of the health risks from exposure to inorganic arsenic estimated that the daily intake through food was approximately equal to intake through drinking water consumption for the general population (47). In the same study arsenic exposure from air was also evaluated and was considered to be negligible. The relative contribution of food and water consumption to inorganic arsenic exposure can be calculated as a function of the concentration of arsenic in drinking water, if a reasonable value for dietary intake of inorganic arsenic can be estimated. In terms of risk assessment, arsenic speciation in rice is particularly interesting because rice forms a major dietary staple for many populations and may contain a relatively high concentration of total and inorganic arsenic when compared with other foods (21-24,48). To calculate the risk associated with food and water consumption, data on dietary 115 inorganic arsenic in Taiwan reported by Schoof et al (21) was used. Minimum, average and maximun values found in the rice and yams analysis reported in Taiwan were considered to obtain dietary intake of inorganic arsenic (21). Table 4.3 shows the concentration of arsenic in drinking water and dietary intake of inorganic arsenic. Table 4.3 Dietary intake and water consumption of inorganic arsenic Dietary intake Inorganic As in water, pg/L Total dietary intake of of inorganic As, inorganic As (food and _Eg/d water), jig/d Minimum 15 1 17 2.8 20.6 7.6 28.2 50 l 15 75 165 Average 50 l 52 2.8 55.6 7.6 65.2 50 150 75 200 Maximum 21 l l 213 2.8 216.6 7.6 226.2 50 261 75 361 Figures 4.1, 4.2 and 4.3 show the contribution of food and water consumption to the total daily intake of inorganic arsenic as a function of the arsenic concentration in drinking water. In the Figures 4.1 and 4.2 the contribution to the daily intaike of inorganic arsenic from food and water are the same at 7.5 and 25 jig/L of inorganic As concentration. Below these values food becomes more important than the contribution from drinking water consumption. Figure 4.3 shows that a very low arsenic concentration in drinking water is insignificant when compared with food consumption. 116 2 e588? £55 3% 252 9 cages as; 9a 8a Egg: 58 535:8 3. page 12%: .2883 :2 m< gamma: 8.8 8.3 8.8 8.8 8.8 8.8 8.8 8.8 8.2 88 88 . . . . r t . . . 8.0 \O \O. \ \ 4. ....................................... V‘i . - If r“ 8o”. \\ Rt .88 “ \\ .. . \ ..u. \\ es. \ .. \ t. r8.9. \\ .. O \ t. \ .. \ t. \ .. \ s . \ .8. .88 \ . 523$ \ .s \\ ... .98 \ .. \ .. \\ ... .88 \ ... \ \ ... \ ... \ .. t t. 8.82 an ‘sv otuefirour anew; Kneq 117 coda m< oEamSE 20 823222 22222222 288 awash“ 8 28222222232228 22223 2252 250.2 80222 2.222022252222200 Nd o2=w2n2 AR: .2883 222 3.. o2caw2o222 00.0% 8.0m 8.8 8.8 00.00 oodN 00.0? 8.0 2 2 p 2 2 2 2 O‘§8.O .9.. “ II. ‘ ‘ ‘ ‘ ‘ .l IIIIIIIIIII ‘I IIIIIIIII I‘LIIIIIIII+II18.S 282 \\ r l\\ \\\ \\ |\ \ ‘ \.\‘ \\\ ‘0‘. \ -882 ... \\ |||| \ ... \\ \I\ 20253 \\ \| \ O. \l‘ .882 \\ \ \\ \\ 230.2. \ l\ 8.8m 00.0mm p/Sfi ‘sv oruefirour own; [(1320 118 coda m< Hemw2922 2228.2. 825:2 2222822 2238 2232222322 9 220223222828 28.23 52 2282 882 282222225200 mé 932m 8.0m 8.0m 2%: .2883 :2 2288222088 .94 320222 I. ‘ ... .‘ .‘ ' “ ‘ " “ \ \ r00.000 . 8.0mm oodov Bfl‘sv oruefiroul anew; Anna 119 Figures 4.4, 4.5 and 4.6 shows the calculated excess risk using the following formulas: 1. Excess risk calculation based on skin cancer (49). R = (C)(W)(CI)/BW where: R = excess risk C = arsenic concentration in rig/L (for food was calculated based in W) q = cancer potency factor (5.3 x10'3 (p.g/kg-d)'l W: daily water consumption (2 L/d) BW = body weight (70 kg) 2. Estimation Risk based in the EPA new regulation, which considers bladder and lung risk cancers (50,51): R = (C)(LERF)(Rumt> R: Risk C: arsenic concentration in ug/L LREF =Lifetime relative Exposure Factor (eo'73 , considering average male total water consumption) Rumm = unit risk factor for the specific end point of concern (bladder cancer or lung cancer), in this case an average for both cases was considered (2.64x10'S cases/person per Pig/L) 120 2 02283922 .20 823222 238 2222282222222 $228288 28 28223 w§22o22282n 222222 A: 2853 no: 220 220822 2232222623 82mg 218 onE raw: dougcoucoo 2 022890222 8.9 8.2 02.0 _ . _oo.o 28228952322285 um \ s r u .. r cod. Haggu— O “‘ \ \ 282.8282". ..... \\ xmtuoadkz"; ‘OXOO \\ \ Jar—auOuHM—F g ||l| o \\ \ 8V- . .X.. \\9 I ‘6 ‘6 | \“ fig aw i \ . \ U. ¥I*IIIII.I."I|0 I“ I IIIII ill ”swim out o I‘.‘ ( .II . IIIIII o ‘ IIIII I IIIIIIIII .n»... H x. S22. :22 2E . 8a- 121 9292.2 259 ”was“ 38:88 8 .2828 @5888 2.5 2: 2028 622. 8 was 3828 2.222 2. 2.222222 2 022828220 9.0 28223 m§_-2u22282m "N 2858 222cm "2 22.222 258 "E 27.22 22.23 "~23 222 228 n 22.2. 2%: 25222222228228 m< £59922 8.2 8.2 0.x. 0 g Otto. - ex... 0 ||X|0 utIott. .9.. EB v 8.mn 2 8*- 1 8.”. NSF) 301 122 2 02523922 .20 828222 22222222 2.38 82282me $220288 28 2853 w§22o22282n 222222 222 232228 2222222 no 2283 2282222823 22mg 0% 03$ .22»: 60222222228228 2 02222290222 8.00.. 00.0.. 8% 2.6 . t 8.22 \I* ... 28.2.. ““. oI\\ e’omv 28:8 m§2eo§2m um r s a \ .3553 .x. . .. 22.22 2.82 "222 . . . . -82.- 22:28 ".223 S23 . . . t . . I .X .. 0 222222223: .... ... 8 ‘6‘ I.‘ 18.m® ..x :23 m 0|. ‘0. S ‘O‘\‘ ..‘O. 18.0IMo C“ 0“ S .... o... m ..x I‘\00 fi8.Nu x .... $2.2 . XII I‘lhllllIIIliiEillllll‘lvl lllll ‘SN NE 2% 'l"'lll|l|ll'f I l . F8.F 123 From Figures 4.4, 4.5 and 4.6 it my be concluded that the new risk assessment based on bladder-lung cancers compared with the old skin cancer risk assessment in all cases the risks below 10 ug/L concentration of inorganic As gives almost the same risk. However, at higher arsenic levels the risk based on bladder-lung cancers is 2 times lower than the risk based on skin cancer. Food consumption is a very important component of risk assesment and should include the dietary intake for various scenarios. 124 4.5 References 10. . Le, X.C., Cullen,W.R., Reimer,K.J., Human Urinary Asrenic Excretion Afetr One- Time Ingestion of Seaweed, Crab and Shrimp. Clinical Chemistry, 1994. 40: p. 617- 624. Tseng, W.P., Chu,H.M., How,S.W., Fong,J.M., Lin,C.S., Yeh,S., Prevalence of Skin Cancer in an Endemic Area of Chronic Arsenicism in Taiwan. Journal of the National Cancer Institute, 1968. 40: p. 453-463. Guo, H.R., Tseng,Y.C., Arsenic in drinking Water and Bladder Cancer: Comparison Between Studies Based on Cancer Registry and death Certificates. Environmental Geochemistry and Health, 2000. 22: p. 83-91. Hopenhayn-Rich, C., Biggs,M.L., Smith,A.H., Lung and Kidney Cancer Mortality Associated with Arsenic in Drinking Water in Cordoba, Argentina. International Journal of Epidemiology, 1998. 27: p. 561-569. Hopenhayn-Rich, C., Biggs,M.L., Fuchs,A., Bergolio,R., Tello,E.E., Nicolli,H., Smith,A.H., Bladder Cancer Mortality Associated with Arsenic in Drinking Water in Argentina. Epidemiology, 1996. 7(2): p. 117-124. Braman, R.S., Environmental reaction analysis methods, in Topics in Environmental Health, Biological and Environmental Effects of Arsenic, B.A. Fowler, Editor. 1983, Elsevier: New York. p. 141-146. Thomas, P., Sniatecki, Inductively-Coupled Plasma-Mass Spectrometry, Applications to the Determination of Arsenic species. Fresnius Journal of Analytical Chemistry, 1995.351: p. 410-414. Dabeka, R.W., McKenzie, A.D.,Lacroix,G.M.,Cleroux,C., Bowe,S., Graham,R.A., Conacher,B.S., Verdier,P., Survey of Arsenic in Total Diet Food Composites and Estimation of the Dietary Intake of Arsenic by Canadian Adults and Children. Journal of AOAC International, 1993. 76(1): p. 14-25. Bae, M., Watanabe,C., Tsukasa,I., Sekiyama,M., Sudo,N., Bokul,M.H., Ohtsuka,R., Arsenic in cooked rice in Bangladesh. The Lancet, 2002. 360: p. 1839-1840. Tsuda, T., Inque,T.,Kojima,M., Aoki,S., Market Basket and Duplicate Portion Estimation of Dietary Intakes of Cadmium, mercury, Arsenic, Copper, Manganese and Zinc by Japanese Adults. Journal of AOAC International, 1995. 78: p. 1363-13- 67. 125 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. Del Razo, L.M., Garcia-Vargas,G.G., Garcia-Salcedo,J., Sanmiguel,M.F., Rivera,M., Hemadez,M.C., Cebrian,M.E., Arsenic levels in cooked food and assessment of adult dietary intake of arsenic in the region Lagunera, Mexico. Food and Chemical Toxicology, 2002. 40: p. 12-23-1241. Benramdame, L., Bresolle,F., Vallon,J.J., Arsenic Speciation in Humans and Food Products: A Review. Journal of Chromatographic Science, 1999. 37. Velez, D., Ibanez,N., Montoro,R., Optimization of the Extraction and Determination of Monomotheylarsonic and Dimethylarsinic Acids in Seafood Products by Coupling Liquid Chromatography with Hydride Generation Atomic Absorption Spectrometry. Journal of Analytical Atomic Spectrometry, 1996. 11: p. 271-277. Zbinden, P., Andrey,D., Blake,C., A Routine Ion Chromatography ICP-MS Method for the Analysis of Arsenic Species Applicable in the Food Industry. Atomic Spectroscopy, 2000. 21: p. 205-215. Carusso, J ., Heitkemper,D.T., B'Hymer,C.B., An evaluation of extraction techniques for arsenic species from freeze-dried apple samples. Analyst, 2001. 126: p. 136-140. Slejkovec, 2., van Elteren,].T., Byrne,A.R., A dual asrenic speciation system combining liquid chromatography and purge and trap gas chromatographic separation with atomic fluorescence spectrometric detection. Analytica Chimica Acta, 1998. 358: p. 51-50. Beauchemin, D., Bednas,M.E., Berrnan,S.S., McLaren,J.W., Siu,K.W., Sturgeon,R.E., Identification and Quatitation of Arsenic Species in a Dogfish Muscle Reference Material for Trace Elements. Analytical Chemistry, 1988. 60: p. 2209- 2212. Branch, 8., Ebdon,L., O'Neil,P., Determination of arsenic species in fish by directly coupled High _perfomance Liquid Chromatography-Inductively Coupled Plasma-Mas Spectrometry. Journal of Analytical Atomic Spectrometry, 1994. 9: p. 33-37. Velez, D., Ibanez,N., Montoro,R., Determination of arsenobetaine in manufactured seafood products by liquid chromatography , microwave-assited oxidation and by hydride generation atomic absorption spectrometry. Journal of Analytical Atomic Spectrometry, 1997. 12: p. 91-96. McKierman, J .W., Creed,J.T., Brockhoff,C.A., Carusso,].A., Lorenzana,R.M., A comparison of automated and traditional methods for the extraction arsenicals from fish. Journal of Analytical Atomic Spectrometry, 1999. 14: p. 607-613. Schoof, R.A., Yost,L.J., Crecelius,E.A., Irgolic,K., Goessler,W., Guo,H.R., Greene,H., Dietary Arsenic Intake in Taiwanese Districts with Elevated Arsenic in Drinking Water. Human and Ecological Risk Assessment, 1998. 4: p. 117-135. 126 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. Schoof, R.A., Yost,L.J., Eickhoff,J., Crecelius,E.A., Cragin,D.W., Meacher,D.M., Menzel,D.B., A Market Basket Survey of Inorganic Arsenic. Food and Chemical Toxicology, 1999. 37: p. 839-846. Schoof, R.A., Yost,L.J., Eickhoff,J., Crecelius,E.A., Cragin,D.W., Meacher,D.M., Menzel,D.B., Dietary Exposure to Inorganic Arsenic, in Arsenic Exposure and health Effects, W.R. Chappell, Abemathy,C.O., Calderon, R.L., Editor. 1999, Elsevier Science: New York. p. 81-88. Yost, L.J., Schoof,R.A., Aucoin,R., Intake of Inorganic Arsenic in the North American Diet. Human and Ecological Risk Assessment, 1998. 4(1): p. 137-152. Heitkemper, D.T., Vela,N.P., Stewart,K.R., Westphal,C.S., Determination of total and speciated arsenic in rice by ion chromatography and inductively coupled plasma mass spectrometry. Journal of Analytical Atomic Spectrometry, 2001. 16: p. 299-306. Mohri, T., Hisanaga,A., Ishinishi,N., Arsenic Intake and excretion by Japanese Adults: A 7-Day Duplicate Diet Study. Food and Chemical Toxicology, 1990. 28: p. 521-529. Helgensen, H., Larsen,E.H., Bioavailability and speciation of arsenic in acrrots grown in contaminated soil. Analyst, 1998. 123: p. 791-796. Roychowdhury, T., Uchino,T., Tokunaga,H., Ando,M., Survey of arsenic in food composites from an arsenic-afiected area of West Bengal, India. Food and Chemical Toxicology, 2002. 40: p. 1611-1621. Munoz, 0., Velez,D., Cervera,M.L., Montoro,R., Rapid and quantitative release, separation and determination of inorganic arsenic [As(III)+AS(V)] in seafood products by microwave-assisted distillation and hydride generation atomic absorption spectrometry. Journal of Analytical Atomic Spectrometry, 1999. 14: p. 1607-1613. Lopez, J.C., Reija,C., Montoro,R., Determination of Inorganic Arsenic in Seafood Products by Microwave-assisted Distillation and Atomic Absorption Spectrometry. Journal of Analytical Atomic Spectrometry, 1993. Pardo-Martinez, M., Vinas,P., Fisher,A., Hill,S.J., Comparison of enzimatic extraction procedures for use with directly couple high perfomance liquid chromatography-inductively coupled plasma mass spectrometry for the speciation of arsenic in baby foods. Analytica Chimica Acta, 2001. 441: p. 29-36. Gallagher, P.A., Shoemake,J.A., Wei,X., Brockhoof-Schwegel,C, Creed,J.T., Extraction and detection of asreniclas in seaweed via accelerated solvent extraction with ion chromatographic separtion and ICP-MS detection. Fresnius Journal of Analytical Chemistry, 2001. 369: p. 369-371. 127 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. McSheehy, S., Pohl,P.L., Lobinski,R., Szpunar,J., Investigation of arsenic speciation in oyster test reference material by multidimensional HPLC-ICP-MS and eleoctrospray tandem mass spectrometry (ES-MS). Analyst, 2001. 126: p. 1055-1062. McSheehy, S., Marcinek,M., Chasssaigne,H., Szpunar,J., Identification of dimethylarsinol-riboside derivatives in seaweed by pneumatically assisted electrospray tandem mass spectrometry. 2000: p. 71-84. Mattusch, J ., Wennrich,R., Determination of Anionic, Neutral,, and Cationic Species of Arsenic by [on Chromatography with ICPMS Detection in Environmental Samples. Analytical Chemistry, 1998. 70: p. 3649-3655. Van den Broeck, K., VAndecasteele,C., Geuns,J.M., Speciation by liquid chromatography-inductively coupled plasma-mass spectrometry of arsenic in mung bean seedlings used as bio-indicator for the arsenic contamination. Analytica Chimica Acta, 1998.361: p. 101-111. Demesmay, C., Olle,M., Porthault,M., Arsenic speciation by coupling high- perfomance liquid-chromatography with inductively-coupled plasma-mass spectrometry. Fresenius Journal of Analytical Chemistry, 1994. 348: p. 205-210. Magnuson, M.L., Creed,J.T., Brockhoof,C.A., Speciation of arsenic compounds by ion chromatography with inductively coupled plasma mas spectrometry dtection utilizing hydride genenration with membrane separator. Journal of Analytical Atomic Spectrometry, 1996. 11: p. 893-898. Styblo, M., Yamauchi,H., Thomas,D.J., Comparative in vitro methylation of trivalent and pentavalent arsenicals. Toxicology adn Applied Pharmacology, 1995. 135: p. 172-178. Styblo, M., Del Razo,L.M., LeCluyse,E.L., Hamilton,G.A., Wang,C.Q., Cullen,W.R., Thomas,D.J., Metabolism of arsenic in primary cultures of human and rat hepatocytes. Chemical Research in Toxicology, 1999. 12: p. 560-565. Le, X.C., Cullen,W.R., Reimer,K.J., Speciation of arsenic compounds in some marine organisms. Environmental Science and Technology, 1994. 28: p. 1598-1604. van Elteren, J .T., Slejkovec,Z., Ion-exchange separation of eight arsenic compounds by high-perfomance liquid chromatography UV decomposition hydride generation atomic fluoresence spectrometry and stability tests for food treatment procedures. Journal of Chromatography A, 1997. 789: p. 339-348. Liebl, B., Muckter,H., Nguyen,P.T., Doklea,E., Islambouli,S., Fichtl,B., Forth,W., Dijferential-efiects of various trivalent and pentavalent organic and inorganic 128 arsenic-species on glucose-metabolism in isolated kidney cells. Applied Organometallic Chemistry, 1995. 9: p. 531-540. 44. Styblo, M., Hughes,M.F., Thomas,D.J., Liberation and analysis of protein-bound arsenicals. Journal of Chromatography B, 1996. 677: p. 161-166. 45. Stewart, I.I., Electrospray mass spectrometry: a tool for elemental speciation. Spectrochimica Acta Part B, 1999. 54: p. 1649-1695. 46. Vaessen, H., van Ooik,A., Speciation of arsenic in Ducth total diets: methodology and results. Z.Lebensm Unters Forcsh, 1989. 189: p. 232-235. 47. Hughes, K., Mek, M.E., Burnett,R., Inorganic Arsenic: Evaluation of Risks to health from Environmental Exposure in Canada. Environmental, Carcinogenesis and Ecotoxicology Rewievs, 1994. C12: p. 145-159. 48. Tao, S.H., Bolger,P.M., Dietary arsenic intakes in the United States: FDA total diet study, September I991-december 1996. Food Additives and Contaminants, 1999. 16: p. 465-472. 50. EPA 815-R-00-026, Arsenic in Drinking Water Rule Economic Analysis, 2000. 51. Morales,K.H., Ryan,L., Kuo,T.L.,Wu,M.M., Chen,C.J., Risk of Internal cancers from Arsenic in Drinking Water. Environmental Health Perspectives, 2000. 108: 129 Chapter 5 General Conclusions and Engineering Significance The results from this study conclude that the method developed to speciate arsenic in water can be easily used on-site and it is applicable at arsenic levels of concern for drinking water. The arsenic species stability study suggest that to maintain the original integrity of a water sample it should be stored at pH<2 since As (IH) and As (V) are stable a different temperatures and is not affected by the dissolved oxygen present. Placing arsenic speciation information into the health risk assessment procedure is crucial to reduce uncertainty because biochemical and toxicological behavior of arsenic are strongly dependent upon the chemical species. In addition, processes for the removal of arsenic from drinking water can be optimized according to the actual arsenic species present in the water (arsenite or arsenate). Simple determination of total arsenic concentrations in environmental samples does not reflect the level of hazard of this element, and it is becoming increasingly important that the concentrations of various species of arsenic be determined to provide a much clearer view of the risk associated with exposure to arsenic in the environment 130 ulimitijinmijilimit