Investigation of occurrence, elimination and degradation of pharmaceutical and personal care
Transcript of Investigation of occurrence, elimination and degradation of pharmaceutical and personal care
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Doctoral Dissertations Student Theses and Dissertations
2011
Investigation of occurrence, elimination and degradation of Investigation of occurrence, elimination and degradation of
pharmaceutical and personal care products in drinking water pharmaceutical and personal care products in drinking water
using liquid chromatography-tandem mass spectrometry using liquid chromatography-tandem mass spectrometry
Chuan Wang
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INVESTIGATION OF OCCURRENCE, ELIMINATION AND DEGRADATION
OF PHARMACEUTICAL AND PERSONAL CARE PRODUCTS IN DRINKING
WATER USING LIQUID CHROMATOGRAPHY-TANDEM MASS
SPECTROMETRY
by
CHUANWANG
A DISSERTATION
Presented to the Faculty of the Graduate School of the
MISSOURI UNIVERSITY OF SCIENCE AND TECHNOLOGY
In Partial Fulfillment of the Requirements for the Degree
DOCTOR OF PHILOSOPHY
in
CHEMISTRY
2011
Approved by
Dr. Yinfa Ma, Advisor Dr. Craig D. Adams, Co-advisor
Dr. Philip D. Whitefield Dr. Paul Nam
Dr. Jeffrey G. Winiarz
© 2011
Chuan Wang
All Rights Reserved
PUBLICATION DISSERTATION OPTION
This dissertation consists of the following two m1icles that have been published,
or submitted for publication as follows:
Pages 13-43 were published in WATER RESEARCH
Pages 44-66 were submitted for publication in TOXICOLOGICAL AND
ENVIRONMENTAL CHEMISTRY
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ABSTRACT
Pharmaceutical and personal care products have benefited humans and animals
around the world. However, their presence in natural and treated water system as
emerging contaminates may have potentially adverse effects on the aquatic environment
and cause development of bacterial resistance. In this research project, a comprehensive
liquid chromatography tandem mass spectrometry method has been developed and
validated for the analysis of sixteen pharmaceutical compounds using solid phase
extraction. Treated and untreated water samples collected across Missouri from water
treatment facilities were analyzed to access the distribution of sixteen pharmaceutical
compounds in both winter and summer seasons. The results of the occunence study
indicated that these pharmaceutical compounds in different types of water resources were
usually below 80 ng/L, except caffeine. It was also found that the treatment processes in
water facilities were effective to remove pharmaceutical compounds in most cases. The
study of pharmaceutical elimination is still crucial in providing information for the
disinfection strategy in water treatment facilities. The follow-up study was performed to
investigate both the treatability and elimination of eight detected pharmaceuticals in the
occurrence study as a function of treatment approach, types of disinfections (free chlorine,
monochloramine, ozone and permanganate ), and treatment conditions (e.g., pH, contact
time, etc). The results indicated that the degradation levels of pharmaceutical compounds
varied significantly in different oxidation processes. Chlorination at 1 mg/L was found to
be highly effective in the elimination of the selected pharmaceuticals. The pH conditions
also played an important role in pharmaceutical removal, and its effect was conditional
based on the oxidation system and pharmaceutical involved.
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ACKNOWLEDGEMENTS
I would like to express my sincere gratitude to my advisor Dr. Yinfa Ma for being
an outstanding advisor. The constant support and valuable suggestions from him made
this successful. Besides my advisor, I also want to thank my co-advisor Dr. Craig D.
Adams for his insightful cmru11ents, and my other committee members Dr. Philip D.
Whitefield, Dr. Paul Nam, and Dr. Jeffrey G. Winiarz for their time and effort in
reviewing this work.
My sincere thanks also go to Missouri Department ofNatural Resources for
funding the project I was involved in.
I would also like to thank Dr. Honglan Shi for helping me in the experiments. I
thank my fellow lab mates in Missouri University of Science and Technology for their
kind help and assistance.
At last, I am deeply indebted to my family: my parents and my uncle for their
love, encouragement, and support tlll'oughout my life. I am also grateful to all my friends
in both China and US.
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TABLE OF CONTENTS
Page
PUBLICATION DISSERTATION OPTION ................................................................... .iii
ABSTRACT ....................................................................................................................... iv
ACKNOWLEDGEMENTS ................................................................................................. v
LIST OF ILLUSTRATIONS .............................................................................................. ix
LIST OF TABLES ............................................................................................................... X
SECTION
1. INTRODUCTION ...................................................................................................... 1
1.1. PHARMACEUTICALS AND PERSONAL CARE PRODUCTS .................... 1
1.2. ANALYTICAL TRENDS .................................................................................. 2
1.3. PHARMACEUTICAL COMPOUND SELECTION ......................................... 3
1.4. ELIMINATION STRATEGIES ......................................................................... 7
REFERENCES .............................................................................................................. 8
PAPER
1. Investigation ofPharmaceutica1s in Missouri Natural and Drinking Water Using High Performance Liquid Chromatography-Tandem Mass Spectrometry ..................... 13
ABSTRACT ................................................................................................................. 13
1. INTRODUCTION .................................................................................................... 14
2. EXPERIMENTAL.. .................................................................................................. 17
2.1. Pharmaceutical standards and reagents ............................................................ 17
2.2. Sample collection and preservation .................................................................. l7
2.3. Solid phase extraction ....................................................................................... 18
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2.4. LC-MS/MS analysis .......................................................................................... 19
2.5. Quality control .................................................................................................. 20
3. RESULTS AND DISCUSSION ............................................................................... 20
3 .1. HPLC separation and mass spectrometty detection .......................................... 20
3.2. Method detection limit and possible interference in water sample matrix ....... 21
3.3. Spike recovery .................................................................................................. 24
3.4. Occurrence of pharmaceuticals in Missouri drinking water systems ............... 25
3.5. The removal efficiency by water treatment facilities ....................................... 35
4. CONCLUSIONS ..................................................................................................... .38
ACKNOWLEDGEMENTS .......................................................................................... 39
REFERENCES ............................................................................................................. 40
2. Investigation of Oxidative and PAC Removal of Selected Pharmaceuticals in Various Oxidation Systems by Using Liquid Chromatography-Tandem Mass Spectrometry .................................................................................................................. 44
ABSTRACT .................................................................................................................. 44
l. INTRODUCTION .................................................................................................... 45
2. EXPERIMENTAL ................................................................................................... .47
2.1. Selection ofphannaceutical standards and reagents ........................................ .47
2.2. Oxidant solution preparations .......................................................................... .47
2.3. Analysis ............................................................................................................. 49
2.4. Treatments ......................................................................................................... 50
3. RESULTS AND DISCUSSION ............................................................................... 5!
3.1. Free chlorine oxidation ..................................................................................... 5!
3.2. Permanganate oxidation .................................................................................... 54
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3.3. Ozone oxidation ................................................................................................ 56
3 .4. Monochloramine oxidation .............................................................................. 59
3.5. Removal of pharmaceutical compounds with powdered active carbon ........... 59
4. CONCLUSIONS ..................................................................................................... 63
ACKNOWLEDGEMENTS .......................................................................................... 63
REFERENCES ............................................................................................................. 64
APPENDICES
A. ADDITIONAL INFORMATION ABOUT PPCP OCCURRENCE ...................... 67
B. PESTICIDE STUDY ............................................................................................... 78
VITA .................................................................................................................................. 96
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LIST OF ILLUSTRATIONS
Page
INTRODUCTION
Figure 1.1 Compound structure of sixteen pharmaceuticals ............................................... 5
PAPER
2. Investigation of Oxidative and PAC removal of Pharmaceuticals in Various Oxidation Systems by Using Liquid Chromatography-Tandem Mass Spectrometry
Figure 1. The oxidation of selected pharmaceutical compounds by free chlorine in
(a) pH 8.6 buffer and (b) pH 6.6 buffer ............................................................. 52
Figure 2. The concentration of detected pharmaceutical compounds in free chlorine
oxidation experiment in pH 8.6 lake water ......................................................... 53
Figure 3. The oxidation of selected pharmaceutical compounds by permanganate in
(a) pH 8.6 buffer and (b) pH 6.6 buffer .............................................................. 55
Figure 4. The oxidation of selected pharmaceutical compounds by permanganate in
pH 8.6 Missouri river water ................................................................................ 56
Figure 5. The oxidation of selected pharmaceutical compounds by ozone in (a) pH 8.6
buffer and (b) pH 6.6 buffer ............................................................................... 58
Figure 6. The oxidation of selected pharmaceutical compounds by monochloramine in
(a) pH 8.6 buffer and (b) pH 6.6 buffer .............................................................. 60
Figure 7. The concentration of detected pharmaceutical compounds in PAC removal
experiment in (a) pH 8.6 buffer and (b) pH 6.6 buffer ....................................... 61
Figure 8. The concentration of detected pharmaceutical compounds in PAC removal
experiment in pH 8.6 Missouri river water matrix ........................................... 62
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LIST OF TABLES
Page
INTRODUCTION
Table l.l Selected pharmaceutical compounds and their general information .................. .4
PAPER
l. Investigation of Pharmaceuticals in Missouri Natural and Drinking Water Using
High Performance Liquid Chromatography-Tandem Mass Spectrometry
Table l. Sixteen pharmaceutical compounds and their general information .................... 16
Table 2. LC-MS/MS experimental conditions of the sixteen pharmaceutical
compounds ........................................................................................................... 22
Table 3. Method detection limits (MDL), spike recovery and relative standard
deviation (RSD) of studied pharmaceuticals in reagent water (Deionized (DI)) water and tap water matrix (n=9) ............................................ 23
Table 4. Pharmaceutical concentration of real water samples in winter season ................ 29
Table 5. Pharmaceutical concentration of real water samples in summer season ............. 32
Table 6. Seasonal monitoring ofPPCPs from February to June 2009 .............................. 37
1. INTRODUCTION
Pharmaceuticals, hormones, and endocrine disruption compounds are widely used
around world for the benefit to humans and animals. Recently, the detection of
pharmaceuticals and personal care products (PPCPs) in various natural environmental
water sources (often a result of municipal wastewater discharge), as well as treated
drinking water (incomplete removal during water treatment process), has been
increasingly reported. The presence of this group of compounds as emerging
contaminates in natural and drinking water systems has attracted increasing public
concerns about their potential adverse ecological effects on aquatic organism at trace
levels, possible estrogenic or androgenic effects on human health, as well as the
development of bacterial resistance.
1.1. PHARMACEUTICALS AND PERSONAL CARE PRODUCTS
Pharmaceuticals and personal care products (PPCPs) are a group of compounds
consisting of over-the-counter (OTC) drugs, prescription drugs, drugs used exclusively in
hospitals and active drug ingredients used in research area [1]. It is estimated that around
3000 pharmaceutically active compounds are currently used in drug development [2].
PPCPs are generally made for a wide variety of applications to benefit humans
and livestock. Due to their chemical properties, some compounds can be easily broken
down in a human or animal body, or degraded in the environment. However, some
pharmaceuticals are very resistant to disinfection treatment, bacterial or other natural
conditions. Therefore, the pharmaceuticals that are stable in the environment can be
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eventually transferred to drinking water systems and promote possible adverse effects on
human health [3-5]. Even though the risk that trace amount of pharmaceuticals pose to
humans is still under investigation, some studies found that the potential adverse effect
from pharmaceuticals on the aquatic environment still exists [6-8]. For example,
estrogenic effects including alteration of sex ratio and decreased egg fertilization in fish
are quite possible from endocrine disruption compounds (ECDs) [9, 10].
1.2. ANALYTICAL TRENDS
Research on pharmaceuticals has grown exponentially in the last several years
(review 2010). The detection of pharmaceuticals in environmental samples usually
employs liquid cluomatography-tandem mass spectrometry (LC-MS/MS) [4-5, 11-20] or
Liquid cln·omatography-mass spectrometry (LC-MS) [21-23]. LC-MS is a more popular
technique than GC-MS in analysis of pharmaceuticals because these compounds are
usually highly polar [10]. Yet, efficient derivatization followed by gas chromatography
mass spectrometly (GC-MS) or gas chromatography-tandem mass spectrometry (GC
MS/MS) was also used [2, 9-1 0]. The detection limit of pharmaceutical measurement
usually can fall at nanogram per liter levels in environmental samples after solid phase
extraction (SPE) [10]. Most widely used LC interfaces coupled with mass spectrometry
are electro-spray ionizaiotn (ESI) and atmospheric pressure chemical ionization (APCI)
[2].
The presence of pharmaceuticals in many different types of natural surface water
systems including rivers, lakes, and reservoirs has been increasingly repmied
[3, 7, 24-34]. Due to the incomplete removal of pharmaceutical in drinking water
treatment process, detection of pharmaceuticals in treated drinking water was reported as
well [3, 35]. Currently, pharmaceutical compounds and hormones are listed on the US
environmental protection agency's (US EPA) final contaminant candidate list (CCL)- 3
[10, www.epa.gov/safewater/ccl].
1.3. PHARMACEUTICAL COMPOUND SELECTION
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In this study, totaling sixteen pharmaceutical compounds were selected for
occurrence study. The preliminary research indicated that some pharmaceutical
compounds including caffeine, ibuprofen, and acetaminophen were detected in Missouri
river water samples. In addition, these compounds were chosen to represent different
groups of pharmaceutical compounds, including analgesics, antibiotics and antimicrobials,
anticonvulsant/antiepileptics, antidiabetics, antihystamines, anti psychotics,
antidepressants, antianxiety drugs, beta-blockers (~-blockers), cytostatics and
antineoplastics, estrogens and hormonal compounds, lipid-regulators, stimulants, and X
ray contrast media. Table I lists general information about these pharmaceutical
compounds in this study. The structures of these pharmaceuticals are shown in Figure I.
In order to make this study more representative, water sampling location were
also carefully chosen. Water samples were taken from a broad range of resources,
including rivers, reservoirs, lakes, unconsolidated wells, and deep wells. The difference
of distribution among these water sources was also compared.
Table 1.1 Selected phannaceutical compmmds and their general information.
C OJ:q>OUDds Formula CAS# Molecular weight Class acetaminophen C 8H 9N02 103-90-2 15 1.2 analgestts
caffeine CsH1oN402 58- 08- 2 194.2 stinm1ant
carbamazepine C1 5H12N20 298-46- 4 236.3 anticonvulsant
clofibric acid C 10H 11Cl03 8 82 - 09- 07 214.7 lipid-regulator
codeine C1sH21N03 76-57- 3 299.4 analgestts
estradiol C 1sH2402 50- 28-2 272.4 hormone
estriol C1sH2403 50-27- 1 288.4 hormone
estrone C1sH2202 53-16-7 270.4 hormone
ethyny1estradiol C2oH2402 57-63- 6 296.4 hormone
ibuprofen C 13H 180 2 15687-27-1 206.3 analgestts
iopromide C1sH24I3N30s 107793-72-6 791.1 X-ray contrast media
lincomycin C 18H 34N 20 6S 154-21-2 406.5 anttbiotics
sulfamethoxa.znle C 10H 11N 30 3S 723 - 46-6 253.3 annbiotics tri;losan C 12H 7Cl30 2 3380- 34-5 289.5 antibiotics
trimethoprim C14H1sN403 738-70-5 290.3 annbiotics tylosin C46H77N017 1401 - 69-0 916.1 antibiotics
~
Lipid-regulator Stimulant
• Clofibric acid • Caffeine
OH ~ o--l-L Cl~ I "'0
0 II CH3
H3CI(c.__c~ ~c Q I ....:CH o:;:..----. _...,c- # N N
I CH3
0
HO HO
estrone estradiol Figme 1.1 CompOlmd stn1ctlues of sixteen phannaceuticals.
X-ray Contrast Media
• lopromide
I 0 OH
Antiepileptic
• Carbamazepine
~C~OH
H,CO~ ~H I 0
OH
.... o()H
~-<~_CH t_____J__;,~
HO~
estriol ethynylestradiol
l.n
0
_,]'(J•' ·<,
i \ - Co, •t :j . ~ o--c~o\ o~ o•.(.. ··o~1 I
~ lu. ~> I o;>., . ....,_ A/·. c~"" oc-, ( 0 ()<
o-, c•,
Tylosin
~N-H::-:.• O OH
HO~;:"' HO--c_)>
o~ /Jo ~-o\_ (Ys,~)V -
H2NN HO$ ~S--
Lincomycin
Cl OH
b o1i ,~
Cl .o Cl
Triclosan
Figme 1.1 (continued).
Sulfamethoxazole
:.:H,
CO:H, ~
~:.:-:-~, I o:r:.,
Trimethoprim
H y J ~
0
Acetaminophen
.0
Ibuprofen
,....Me
Codeine
0'1
7
1.4. ELIMINATION STRATEGIES
It is known that pharmaceutical compounds are introduced to the environment as
a result from incomplete removal in wastewater treatment. Reliable information for
pharmaceutical elimination from source water is crucial to water treatment facilities. Free
chlorine, ozone, and permanganate are very commonly used oxidants in the drinking
water process. Monochloramine is a disinfectant often used in water treatment plants to
prevent the growth of bacterial. Free chlorine and ozone were found to effectively
remove pharmaceutical compounds [36-40]. Hydrogen peroxide was usually combined
with ozone to work as an advanced oxidation method for pharmaceutical decomposition
in some studies [ 41, 42]. Other chemical oxidations (permanganate, and chloramine)
were reported [43, 44], however, not all pharmaceutical compounds were included.
In this study, a LC-MS/MS method was developed and validated in tap and lab
reagent water for analysis of sixteen pharmaceutical compounds in environmental water
samples collected in the state of Missouri. Validation results indicated that this high
throughput approach was accurate. The distribution of pharmaceutical compounds were
obtained and compared in both cold and hot seasons. The results indicated that reliable
information was needed for elimination of these compounds from drinking water.
Treatability and elimination of pharmaceutical compounds that were found in the
occurrence study by oxidation and PAC was then investigated.
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11. Asperger, A., Efer, J., Koal, T., Engewald, W., 2001. On the signal response of various pesticides in electrospray and atmospheric pressure chemical ionization depending on the flow-rate of eluent applied in liquid chromatography-tandem mass spectrometry. J. Chromatogr., A 937,65-72.
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12. Baronti, C., Curini, R., D'Ascenzo, G., Di C01·cia, A., Gentili, A., Samperi, R., 2000. Monitoring natural and synthetic estrogens at activated sludge sewage treatment plants and in a receiving river water. Environ. Sci. Techno!. 34, 5059-5066.
13. Bossi, R., Vejrup, K.V., Mogensen, B.B., Asman, W.A.H., 2002. Analysis of polar pesticides in rainwater in Denmark by liquid chromatography-tandem mass spectrometry. J. Chromatogr., A 957,27-36.
14. Croley, T.R., Hughes, R.J., Koenig, B.G., Metcalfe, C.D., March, R.E., 2000. Mass spectrometry applied to the analysis of estrogens in the environment. Rapid Commun. Mass Spectrom. 14, 1087-1093.
15. Hirsch, R., Ternes, T.A., Haberer, K., Mehlich, A., Ballwanz, F., Kratz, K.-L., 1998. Determination of antibiotics in different water compartments via liquid chromatography-electrospray tandem mass spectrometty. J. Chromatogr., A 815, 213-223.
16. Jeannot, R., Sabik, H., Sauvard, E., Genin, E., 2000. Application of liquid chromatography with mass spectrometry combined with photodiode array detection and tandem mass spectrometry for monitoring pesticides in surface waters. J. Chromatogr., A 879, 51-71.
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18. Sacher, F., Lange, F.T., Brauch, H.-J., Blankenhorn, I., 2001. Pharmaceuticals in groundwaters. Analytical methods and results of a monitoring program in BadenWurttemberg, Germany. J. Chromatogr., A 938, 199-210.
19. Ternes, T., Bonerz, M., Schmidt, T., 2001. Determination of neutral pharmaceuticals in wastewater and rivers by liquid chromatography-electrospray tandem mass spectrometry. J. Chromatogr., A 938, 175-185.
20. Ternes, T.A., Hirsch, R., Mueller, J., Haberer, K., 1998. Methods for the determination of neutral dmgs as well as beta blockers and beta 2-sympathomimetics in aqueous matrixes using GC/MS and LC/MS/MS. Fresenius' J. Anal. Chern. 362, 329-340.
21. Farre, M., Ferrer, I., Ginebreda, A., Figueras, M., Olivella, L., Tirapu, L., Vilanova, M., Barcelo, D., 2001. Determination of drugs in surface water and wastewater samples by liquid chromatography-mass spectrometty: methods and preliminary results including toxicity studies with Vibrio fischeri. J. Chromatogr., A 938, 187-197.
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22. Lindsey, M.E., Meyer, M., Thurman, E.M., 2001. Analysis of trace levels of sulfonamide and tetracycline antimicrobials in groundwater and surface water using solid-phase extraction and liquid chromatography/mass spectrometry. Anal. Chern. 73, 4640-4646.
23. Ahrer, W., Scherwenk, E., Buchberger, W., 2001. Determination of drug residues in water by the combination of liquid chromatography or capillary electrophoresis with electrospray mass spectrometry. J. Chromatogr., A 910,69-78.
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26. Jones, O.A.H., Voulvoulis, N., Lester, J.N., 2001. Human pharmaceuticals in the aquatic environment. A review. Environ. Techno!. 22, 1383-1394.
27. Kim, J.-W., Jang, H.-S., Kim, J.-G., Ishibashi, H., Hirano, M., Nasu, K., Ichikawa, N., Takao, Y., Shinohara, R., Arizono, K., 2009. OccmTence of pharmaceutical and personal care products (PPCPs) in surface water from Mankyung River, South Korea. J. Health Sci. 55, 249-258.
28. Kolpin, D.W., Furlong, E.T., Meyer, M.T., Thurman, E.M., Zaugg, S.D., Barber, L.B., Buxton, H.T., 2002. Pharmaceuticals, Hotmones, and Other Organic Wastewater Contaminants in U .. S. Streams, 1999-2000: A National Reconnaissance. Environ. Sci. Techno!. 36, 1202-1211.
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32. Yu, C.-P., Chu, K.-H., 2009. Occurrence of pharmaceuticals and personal care products along the West Prong Little Pigeon River in east Tennessee, USA. Chemosphere 75, 1281-1286.
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33. Snyder, S.A., Kelly, K.L., Grange, A.H., Sovocool, G.W., Snyder, E.M., Giesy, J.P., 2001a. Pharmaceuticals and personal care products in the waters of Lake Mead, Nevada. ACS Symp. Ser. 791, 116-139.
34. Snyder, S.A., Villeneuve, D.L., Snyder, E.M., Giesy, J.P., 2001b. Identification and Quantification of Estrogen Receptor Agonists in Wastewater Effluents. Environ. Sci. Techno!. 35, 3620-3625.
35. Wang, C., H. Shi, C.D. Adams, S. Gamagedara, I. Stayton, T. Timmons, and Y. Ma. 2011. Investigation of Pharmaceuticals in Missouri Natural and Drinking water Using High Performance Liquid Chromatography-Tandem Mass Spectrometry. Water Res. 45, 1818-1828.
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PAPER
1. Investigation of Phannaceuticals in Missouri Natural and Drinking Water Using High Performance Liquid Chromatography-Tandem Mass
Spectrometry
ABSTRACT
A comprehensive method has been developed and validated in two different water
matrices for the analysis of 16 pharmaceutical compounds using solid phase extraction
(SPE) of water samples, followed by liquid chromatography coupled with tandem mass
spectrometry. These 16 compounds include antibiotics, hormones, analgesics, stimulants,
antiepileptics, and X-ray contrast media. Method detection limits (MDLs) that were
determined in both reagent water and municipal tap water ranged from 0.1 to 9.9 ng/L.
Recoveries for most of the compounds were comparable to those obtained using U.S.
EPA methods. Treated and untreated water samples were collected from 3 1 different
water treatment facilities across Missouri, in both winter and summer seasons, and
analyzed to assess the 16 pharmaceutical compounds. The results showed that the highest
pharmaceutical concentrations in untreated water were caffeine, ibuprofen, and
acetaminophen, at concentrations of 224, 77.2, and 70 ng/L, respect ively. Concentrations
of pharmaceuticals were generally higher during the winter months, as compared to those
in the summer due, presumably, to smaller water quantities in the winter, even though
pharmaceutical loadings into the receiving waters were similar for both seasons.
14
Keywords:
Pharmaceuticals, natural and drinking water, LC-MS/MS
1. INTRODUCTION
Many types of pharmaceuticals are used in this country for a wide variety of
applications to benefit humans and animals. Impmtant classes of human pharmaceuticals
include: analgesics, antibiotics and antimicrobials, anticonvulsant/antiepileptics,
anti diabetics, antihystamines, anti psychotics, antidepressants, antianxiety drugs, beta
blockers CP-blockers), cytostatics and antineoplastics, estrogens and hormonal
compounds, lipid-regulators, stimulants, and X-ray contrast media. These compounds
may be excreted unmetabolized or partially metabolized, resulting in their eventual
passage into the environment.
Pharmaceuticals and personal care products (PPCPs) have been detected globally
in many natural water systems including rivers, lakes, and reservoirs (Benotti et al., 2009;
Daughton and Ternes, 1999; Halling-Sorensen et al., 1997; Jobling et al., 1998; Jones et
al., 2001; Kim et al., 2009; Kolpin et al., 2002; Loraine and Pettigrove, 2006; Moldovan,
2006; Nakada et al., 2007; Snyder et al., 2001a; Snyder et al., 2001b; Yu and Chu, 2009).
The trace amounts of pharmaceuticals that have been detected in natural waters have
attracted more public attention and serious concern because of their potentially adverse
effects on the aquatic environment (Jobling et al., 1998; Keith et al., 2000; Snyder et al.,
1999). Moreover, the pharmaceuticals that enter natural waters can ultimately transfer to
our drinking water and promote unknown, but disastrous impacts on human health
(Benotti et al., 2009; Vanderford and Snyder, 2006; Ye et al., 2007). While the risk that
15
low concentrations of pharmaceuticals pose to humans is still not being adequately
investigated (due to their biologically-active nature), it is important to identify the
concentrations of these compounds in natural and treated drinking waters.
Liquid chromatography-mass spectrometry (LC-MS) (Ahrer et al., 2001; FatTe et
al., 2001; Lindsey et al., 2001) and liquid chromatography-tandem mass spectrometry
(LC-MS/MS) (Asperger et al., 2001; Baronti et al., 2000; Bossi et al., 2002; Croley et al.,
2000; Hirsch et al., 1998; Jeannot et al., 2000; Lagana et al., 2000; Sacher et al., 2001;
Ternes et al., 2001; Ternes et al., 1998; Vanderford and Snyder, 2006; Ye et al., 2007) are
popular techniques currently being used in pharmaceutical analyses. Several published
reviews have discussed various methods for analyzing pharmaceutical compounds that
are found in water resources (Lopez de Aida and Barcelo, 2001; Richardson, 2008;
Richardson, 2010; Ternes, 2001). Since most of pharmaceuticals are present in low
concentrations in surface waters, an extraction process (e.g., solid phase extraction (SPE))
is often needed to concentrate target pharmaceutical compounds for analysis.
Comprehensive studies that focus on PPCPs in Missouri's water resources and finished
drinking water have not been conducted and reported.
In this study, a LC-MS/MS method was developed and applied for simultaneous
analysis of 16 pharmaceutical compounds obtained from 31 treated and untreated
drinking water resources in the state of Missouri during both the winter and summer
seasons. General information about the 16 pharmaceutical compounds is listed in Table 1.
Water samples were taken from a broad range of sources, including the Mississippi River,
Missouri River, reservoirs, lakes, unconsolidated wells, and deep wells.
Table 1. Sixteen phannaceutical compounds and their general infonnation.
Compounds Formula CAS# Molecular weight acetaminophen CgH9N02 103-90-2 1512
caffeine CgH10N402 58-08-2 194_2
carbamazepine C1sH12N20 298-46-4 236.3
clo:fibric acid C10HuCl03 882-09-07 214.7
codeine C18H21N03 76-57-3 299.4
estradiol c18H2402 50-28-2 272.4
estriol c18H2403 50-27-1 288.4
estrone C1sH2202 53-16-7 270.4
ethynylestradio 1 C 2oH240 2 57-63-6 296.4
ibuprofen C13H1s02 15687-27-1 206.3
iopromide C18H24l3N 308 107793-72-6 791.1
lincomycin C18H34N206S 154-21-2 406.5
sulfumethoxazo le CIOH11N303S 723-46-6 253.3
triclosan C12H1Cl302 3380-34-5 289.5
trimethoprim C14H18N403 738-70-5 290.3
tylosin C46H77N011 1401-69-0 916. 1
...... 0"1
17
2. EXPERIMENTAL
2.1. Pharmaceutical standards and reagents
All pharmaceutical standards were purchased from Sigma-Aldrich (St. Louis,
MO), except lincomycin (purchased from MP Biomedicals, Aurora, OH)) and iopromide
(purchased from United States Pharmacopeia, Rockville, MD). Labeled pharmaceutical
standards (i.e., 13C3-caffeine, 13C3-Trimethoprim, 13C2-Estrone and 13C3-Ibuprofen) were
purchased from Cambridge Isotope Laboratories (Andover, MA). Oasis HLB extraction
cartridges were obtained from Waters Corp. (Milford, MA), and extraction was
performed using a vacuum manifold (Supelco, C01p., Bellefonte, P A). All solvents
(methanol, acetonitrile, etc.) were LC-MS grade from Fisher Scientific (Fairlawn, NJ,
USA). Formic acid (MS grade) and ammonium acetate (99.99+%) were purchased from
Sigma-Aldrich (St. Louis, MO). Lab reagent water was purified by the Millipore Elix 3
water purification system (Millipore, Bierica, MA).
2.2. Sample collection and preservation
Sample collection, preservation, and storage were accomplished by following the
US EPA Method Guideline (US EPA method 1694, 2007). Sample bottles used to collect
water samples were new 500-mL amber glass bottles with Teflon® liner screw caps.
Prior to use, bottles were pre-cleaned with Mill-Q water, methanol, acetone, and Mill-Q
water, and then baked at 105°C for at least 2 hr. Forty mg of sodium thiosulfate were
added to each bottle to reduce any residual chlorine that had been added as a disinfectant.
To collect treated tap water samples, the water was allowed to flow from the tap without
an aerator for about 5 min, prior to completely filling the sample bottle, with no
18
headspace. To collect raw (untreated) water, a large pre-cleaned wide-mouth bottle or
beaker was used, and then the water was carefully transfened from the original container
to a sample bottle that was completely filled with no headspace remaining. Sodium
thiosulfate should not be flushed out during the collection of either treated or untreated
water. The bottles were then sealed and agitated by hand for about one minute. Two
bottles of untreated source water sample and two bottles of treated water samples were
collected from each water treatment facility. The samples were kept on ice and shipped
overnight to the laboratory for analysis. Upon arrival, the samples were immediately
preserved by adjusting the pH to 5 with sulfuric acid, and then stored at 4°C until
extraction (normally, within 2 days after an·ival).
2.3. Solid phase extraction
Solid phase extraction was performed by following US EPA method 1694 (US
EPA, 2007), with some modification and validation. Water samples were first filtered
using 0.45-!.tm nylon membrane filters (Whatman, England), and then acidified to pH
2.0±0.2 using HCI. One hundred twenty-five mg ofN84EDTA·2H20 were then added for
each 250 mL of water sample. 50 !.!L internal standard mixture (concentration 1 !.lg/mL )
was spiked in the water. Solid phase extraction was conducted using Oasis HLB 6cc (200
mg) cartridges conditioned with 6 ml of methanol, 2 ml of Milli-Q water, 2 ml of pH 2.0
Milli-Q water, and 6 ml of Milli-Q water. Next, 250 ml of each water sample was
extracted, at a flow rate of 1-2 drops per second. After extraction of the sample, each
cartridge was washed with Sml Milli-Q water to remove any EDT A residue. The
cartridges were dried under vacuum for 5 minutes. Analytes were eluted from the
19
cartridge by using 5ml of methanol and then 3 ml of an acetone-methanol (1: 1) mixture
were placed into a clean test tube. The combined eluent was evaporated to 100 J.lL by
using a Turbovap LV evaporator at 50±5°C. Nine hundred J.lL of 20% acetonitrile in MQ
water with 0.1% formic acid was then added to each sample tube and the contents were
vo1tex mixed. Finally, the samples were transfe1Ted to 2-mL amber glass sample vials,
and stored in a refrigerator until LC/MS/MS analysis.
2.4. LC-MS/MS analysis
A 4000Q TRAP mass spectrometer (AB SCIEX, Concord, ON, CA), equipped
with an Agilent 1100 series HPLC system (Agilent Technologies, Inc.,Santa Clara, CA,
USA), was used for all analyses. A sample volume of 10 J.ll was injected. The HPLC
column was a Supelco C-18 column (150x2.1 mm, 5-J.lm pmticle size, Sigma-Aldrich, St.
Louis, MO). Different mobile phase additives were used for positive electrospray
ionization (ESI+) and negative electrospray ionization (ESI-) mode analyses. The mobile
phase for ESI+ compounds consisted of 0.1% formic acid (v/v) in water (A) and 0.1%
formic acid (v/v) in acetonitrile (B). Elution flow rate was 0.25 mL!min. The mobile
phase for ESI- mode compounds consisted of 5 mM of ammonium acetate in water (C)
and 100% acetonitrile (D). Elution flow rate was 0.25 mL!min. For both ESI+ and EST
mode compounds, the gradient began with 5% solvent B or D for 1.5 min, ramping to
75% B or D at 2.5 min, 15% B or D at 13.5 min, and 100% B or D at 15 min, where it
was held for 1.5 min. Mass spectrometry utilized both ESI+ and ESI- modes in multiple
reaction monitoring (MRM). Mass spectrometers, including mass calibration, polarity of
each compound, compound-dependent parameters, and source-dependent parameters
20
were all optimized for each compound. After optimization, the ion transition with the
most intense signal was selected as the quantification ion pair of the conesponding
compound, while the ion transition with the second highest signal was selected as the
confirmation ion pair of the corresponding compound. In positive mode, the ion source
temperature was set at 650°C with an ion spray voltage of 5000 V. The nebulizer gas, auxiliary
gas, and cmtain gas were 50, 65, and 25 psi, respectively. In negative mode, the ion source
temperature was set at 550°C with an ion spray voltage of -4500 V. The nebulizer gas, auxiliaty
gas, and cmtain gas were 50, 60, and 30 psi, respectively.
2.5. Quality control
During the method development, the liner range of calibration for each compound,
method detection limit, reagent blank, reproducibility, spike recoveries of each
compound in reagent water and in drinking water matrices were all performed. During
the analysis of water samples, at least one blank, one duplicate, and one spike were
proceeded with sample preparation and LC-MS detection for each batch (there were
generally 8 water treatment facilities in each batch). The choices of these sample matrices
represented river water, lake water, well water, and reservoir water.
3. RESULTS AND DISCUSSION
3.1. HPLC separation and mass spectrometry detection
Each sample was injected for both ESI+ and ESI- analyses. Ten of the 16
compounds were detected with ESI+ and six of the compounds were detected with the
ESI- mode. The retention times and compound dependent mass spectrometry parameters
21
of the target pharmaceuticals are listed in Table 2. Most compounds were well separated
chromatographically. Several analytes, that were not well separated chromatographically,
were monitored at different MRM ion pairs. All pharmaceuticals were optimized
individually for maximum sensitivity. The dwell time for each compound was also
optimized, depending on their peak width thereby allowing the peaks to be integrated
accurately and with high sensitivity.
3.2. Method detection limit and possible interference in water sample matrix
The method detection limit (MDL) for each compound was determined by
following U.S. EPA method (EPA-821-R-03-005), spiking 9 replicates of 2-5 times
concentration of the estimated instrumental detection limits (IDL) (before 250x
concentrated by SPE) (The IDL of each PPCP compound was determined based on the
PPCP concentration at signal-to-noise ratio of 3-5). The spiked PPCP standards were
proceeded by SPE and then analyzed by LC-MS/MS. The MDL of each compound was
calculated by multiplying the standard deviation(s) of the replicate analyses by the
Student's T value for eight degrees of freedom at the 99 percent confident level. The
MDL in both reagent water and tap drinking water were determined separately. A sample
matrix was analyzed first to assess the concentrations of the target pharmaceutical
compounds. For the tap water matrix, since some target analytes were found to be
present in the water, each pharmaceutical standard was spiked individually to make the
concentrations of pharmaceuticals fall to 2-5 times the estimated IDL and proceeded to
determine MDL. The method detection limits of studied pharmaceuticals are listed in
Table 3.
Table 2. LC-MS/MS e::q>erimental conditions of the sixteenphannaceutical compotmds.
Compounds Retention ESI
mode Precursor Product Dedustering Collision
time (min) mode ion ion potential (V) energy
~ acetaminophen 5.7 positive 151.8 110 66 25
caffeine 8.2 positive 194.9 138 51 31
carbamazepine 11.7 positive 236.9 194 71 31
clofibric acid 8.1 negative 212.9 126.8 -40 -24
codeine 7.9 positive 300 215 81 37
estradiol 13.1 positive 255 159 76 29
estriol 8.8 negative 286.7 171.1 - 100 -50
estrone 12 negative 268.9 144.8 - 110 -54
ethynylestradiol 13.8 positive 279 133.2 61 27
ibuprofen 9.5 negative 204 .9 159 -55 -10
iopromide 3.5 negative 789.9 126.7 -85 -48
lincomycin 8 positive 407.1 126.2 76 39
sulfumet:OOxazole 10.2 positive 253.9 156 61 25
trick> san 15.8 negative 286.7 35 -50 -110
trimet:OOprim 8.3 positive 291 230.2 81 35
tylosin 10.6 positive 916.5 174.1 136 55
CoUision cell
exit potential (V)
6
8
12
-7
14
10
-9
-7
8
-10
-5
6
10
-3
14
10
Internal standard
--1-3 c affi . 3-c eme
13C3-ca1feine
13c3-~t:OOprim 13C3-ibuprofen
13c . t:OO . 3-trnre pnm
13C 3-caffeine 13C6-estrone 13C6-estrone t3c affe . 3-c me
13 C3-ibuprofen 13C3-ibuprofen
t3cr~t:OOprim t3c . t:OO .
3-trnre pnm 13 C6-estrone
13c3-~t:OOprim 13Crca1feine
N N
Table 3. Method detection limits (MDL), spike recovery and relative standard deviation (RSD) of studied phannaceuticals in reagent water (Deionized (DI)) water and tap water mat:ri~ (n=9).
:\IDL (ng/L) Higb-le,·el spike Low-Je,·el spike
DI water Tap Water Dl \\'liter I~ Water Componnd
DI Tap Spike Recore~· RSD Spike Recorery· RSD Spike Recorery RSD Spike Recovel)· RSD
Water Water (ng/L) (%) (%) (ng/L) (%) (%) (ngiL) (%) (%) (ng/L) (%) (%)
acetamincphen 2.7 1.4 200 95.8 10.4 200 IOO 6.9 IO 106 8.8 10 73.9 6.4 caffeine 0.8 l.l 400 109 9.1 400 ll5 8.5 2 46.4 29 2 50.7 37.4
carOOma.zepae 0.5 01 200 104 4.9 200 I2I 'i ~ .. ) I I25 13 I 125 5.9 clofibric acid 1.3 0.6 400 122 12.9 400 157 7.4 I 72.6 28.1 I 56.7 37.5
codeine 1.0 1.5 400 104 2.6 400 122 4.5 5 I45 4.7 5 I 50 6.7 estradiol 0.8 I1 400 95.6 5 400 106 4.4 5 I02 5.3 5 97.9 8.7 estriol 4.3 5.2 200 I28 4.9 200 115 2.4 20 I20 6.2 20 121 7.4 estrooe 1.4 1.0 200 116 2.6 200 109 1.9 2 891 26 2 123 13.9
ethynylestradid 0.1 0.5 200 92.3 6.2 200 102 2.8 1 108 4.4 1 75.8 22 ibuprofen 1.0 1.6 400 119 1.9 400 110 2.2 20 106 3.5 20 85.9 ' ' :u
ioprooride 3.5 9.9 200 98.1 8.8 200 90.6 7.8 20 136 4.4 20 153 111 lincomycin 0.1 0.1 200 103 9.9 200 97.5 5.6 1 12.6 32.8 1 7.1 55.2
sulfamethoxazole 0.4 0.3 400 90 11.5 400 102 4.7 1 90.5 14.8 1 92.7 9.3 tricbsan 1.0 1.2 400 32 14.1 400 33.6 15.7 10 39.3 8.7 10 29.8 131
trimethoprim 0.3 0.4 400 123 11.3 400 125 4.9 1 91.2 121 1 91.2 14 tylosin 0.3 0.2 200 44.6 14.8 200 48.6 30.8 I 181 511 I 15.1 37.8
N w
24
3.3. Spike recovery
Spike recoveries in both reagent water and tap water were determined separately.
For each type of water, two concentrations (low and high) and nine replicates of each
concentration were performed discretely. High and low concentrations were selected to
cover the most likely range of pharmaceutical concentrations that would be expected to
be observed in actual treated and untreated water samples. Recoveries of all compounds
were determined by adding an appropriate amount of standard solutions of the target
pharmaceutical compounds to 250 ml of reagent and real water samples. The recovery
study consisted of four experiments. For each experiment involved, known
concentrations of target pharmaceutical compounds were prepared in nine replicate water
samples (250 ml water each). The samples were proceeded by SPE and then analyzed by
LC-MS/MS. The relative percent recoveries and relative standard deviations were
calculated, and are reported in Table 3.
Recoveries of most of the high concentration pharmaceutical compounds (200-
400 ng/L) in reagent and tap water ranged between 90-130%. The recoveries of tylosin
and triclosan, however, were relatively low in both water matrices, while the recovery of
clofibric acid was high in the tap water matrix. The results of recovery studies, in most
cases, showed excellent reproducibility with the percent relative standard deviation being
less than 10%. Most of the compounds at the spiked concentrations behaved similarly
between the two different water matrices.
Recoveries of the pharmaceutical compounds at low concentration spikes
(ranging 1.0 -20 ng/L, which was near the MDL for most of the compounds) ranged from
50-150% for most of the compounds. Majority of the compounds also showed good
25
reproducibility, with the percent relative standard deviation being less than 15%. For
most of the studied compounds, the low concentration recoveries did not show significant
differences between the two water matrices. However, some compounds, such as
Lincomycin, triclosan, and tylosin, had low recovery in both reagent water and tap water
matrices. Acetaminophen and ethynylestradiol had relatively lower recoveries in tap
water. Lincomycin also had a lower recovery and much higher percent relative standard
deviation in the tap water matrix than reagent water matrix. This phenomenon was also
reported in US EPA method 1694. Ideally, an isotope-labeled internal standard should be
used for each of the studied compounds. However, only four labeled internal standards
were used in this study due to the limited budget. Different isotope-labeled internal
standards used in this study may also have contributed to the poor recoveries of
pharmaceuticals.
During pharmaceutical occurrence study in Missouri water, spike recoveries were
also tested with each batch of samples and each major water type (river, lake, and well).
The recoveries were similar with or better than the initial recovery studies as shown
above.
3.4. Occurrence of pharmaceuticals in Missoul"i drinking water systems
Treated and untreated waters were sampled from 31 different water treatment
facilities across Missouri in both the cold (winter) and warm (summer) seasons. These
water treatment facilities used varied source waters, including rivers, reservoirs, lakes,
unconsolidated wells, groundwater, and deep wells. The water samples from these water
treatment plants represent the most common tap drinking water in Missouri. The water
26
treatment plants on the Missouri and Mississippi Rivers utilize conventional treatment
(i.e., pre-sedimentation, rapid mix, flocculation, sedimentation, filtration, and disinfection)
including two-stage lime softening. Specifically, the treatment plants utilize ferric
chloride or sulfate coagulants, chlorine as the primary disinfection, and chloramine as the
residual disinfectant. Periodic powdered activated carbon addition is also used. All of the
water facilities that participated in this study used chlorine and chloramines as water
disinfectants. Both untreated and treated water samples were collected from each water
treatment facility at same time to evaluate the effects of the water treatment process on
the studied pharmaceuticals.
In the winter season, 11 pharmaceutical compounds (Table 4) were detected in at
least one of the untreated source waters: Caffeine was found in all of the untreated and
treated water samples, with concentration ranges of 2.5-225 ng/L, and were present at
higher levels than most of the other pharmaceuticals monitored in this study. Caffeine
concentrations were higher in river water than in most of the other types of water. In most
cases, lower concentrations were detected in treated waters (free chlorine or chloramines)
than in untreated waters, indicating some removal of this compound by the water
treatment process. Carbamazepine was found in 11 of the 31 water treatment facilities
studied, in both treated and untreated waters at concentrations up to 8.7 ng/L. The
concentrations were also lower, however, in treated water than in untreated water. This
compound was found in all river water samples. Sulfamethoxazole was present at a
detectable level in 11 out of the 31 water treatment facilities, primarily in untreated river
waters, with a maximum concentration of 38.1 ng/L. This indicated that the water
treatment effectively removed most of this compound. Ibuprofen was also found in both
27
untreated and treated waters in 7 of the 31 water treatment facilities; 6 sources were from
rivers with a highest concentration of 77.2 ng/L. The concentrations of this compound
were found to be about the same before and after water treatment, indicating that the
water treatment procedure used was not effective in removing this pharmaceutical. The
concentrations of the rest of the target compounds were all below method detection limits.
These results indicate that the concentrations of detected pharmaceutical compounds
were water source dependent and were usually higher in river water and other types of
surface water samples than concentrations found in the underground water samples. A
probable reason could be that the rivers receive all of the effluent, and other types of
surface water (such as lakes and reservoirs) receive water flows from surrounding areas.
In the summer season, fewer compounds were detected in water facilities (Table 5).
These compounds were tylosin, lincomycin, thrimethoprim, sulfamethoxazole,
acetaminophen, caffeine, carbamazepine, and triclosan. The relative concentrations of
the detected compounds in different types of water sources in water samples during the
summer shared a trend similar to that of water samples collected during the winter season.
The difference between the two seasonal water samples was the level of concentration of
the detected compounds. Concentrations of pharmaceutical compounds were lower in the
summer than in the winter. One of the possible reasons for this difference might be due to
more degradation of these pharmaceuticals in a warmer environment. The other reason
may be attributed to the normally heavier rainfall during the summer season in Missouri
vs. that in the winter season, since increased rain reduces the concentrations of the target
compounds. In addition, variation of the concentration over time might have some
contributions because grab-sampling method was used. Caffeine is a commonly used
28
tracer pharmaceutical due to its relatively higher concentrations, and due to its relatively
constant daily use. Based on stream flow and concentration data, the caffeine mass flow
rate in the Missouri River was 88.8, 141.6, 97.6, and 131.1 mg/s, respectively, for
January, April, May, and June, 2009. The mean and relative standard deviation were 115
mg/s and 22%. Similarly, the caffeine mass flow rate in the Mississippi River was 281,
238, 284, and 183 mg/s, respectively, for January, April, May and June, 2009. The mean
and relative standard deviation were 247 mg/s and 19%. These relatively small relative
standard deviations in mass flow rate for caffeine are an indication of the great
impot1ance of dilution effects. Similarly, the effect of dilution by increased flow in the
summer vs that in the winter, creates a relatively constant input of a chemical, as seen by
the relatively strong inverse correlations between river flow rates and concentrations. For
example, for sulfamethoxazole and caffeine in the Missouri River, the inverse conelation
coefficients were -0.89 and -0.98. For sulfamethoxazole and caffeine in the Mississippi
River, the inverse correlation coefficients were -0.77 and -0.89. Thus, the effects of
seasonal dilution are clearly, at least pattially, responsible for the trends observed.
By following guidance from Missouri Department of Natural Resources, three
types of water matrixes (Mississippi River water, reservoir water and Missouri River
water were sampled monthly from winter to summer for more detailed assessments of
changes in the trend of applicable pharmaceutical compounds. Assessment results
showed that eight pharmaceutical compounds were detected in Mississippi River and
Missouri River water samples (lincomycin, trimethoprim, sulfamethoxazole,
acetaminophen, caffeine, carbamazepine, triclosan, and ibuprofen), with the caffeine
level being the highest. Pharmaceutical compound levels found in both Mississippi River
Table 4. Phannaceutical concentration of real water samples in winter season.
ID # Water source
MSRiver
2 MSRiver
3 MORivcr
4 ADuvialGW
5 ADuvialGW
Treatment Sample
type
T~-~~
sin
Line~
m~·cin
Free chlorine Untreated <MDL 4.2
Treated <MDL <MDL
Cbloramines Untreated <MDL <MDL
Treated <MDL <MDL
Cbloramines Untreated <MDL 1.8
Treated <MDL <MDL
Cbloramines Untreated <MDL 1.1
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Treated <MDL <MDL
6 Deep rock wells Cbloramines Untreated <MDL <MDL
Treated <MDL <MDL
7 Deeprockwells Freechlorine Untreated <MDL <MDL
Treated <MDL <MDL
8 Reservoirs Freecblorine Untreated <M DL <MDL
Treated <MDL <MDL
9 Reservoir Cbloramines Untreated <MDL 2.5
Treated <MDL <MDL
10 MO River Cbloramines Untreated <MDL 2.9
Treated <MDL <MDL
Concentration (n:JL)
Trimeth~ Sul!.ameth- Acrtamin- Cal-prim oxazole opben feine
4.6
<MDL
7.7
<MDL
2.8
1.7
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
9.1
<MDL
13.7
<MDL
28.8
1.5
18.8
8.2
5.5
<MDL
<MDL
<MDL
2.8
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
38.1
4.8
5.3
<MDL
21.8
<MDL
16.0
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
14.2
<MDL
56.0
<MDL
47.2
13.0
106.0
54.4
49.6
36.0
14.8
2.5
50.0
43.6
11.4
3.4
18.2
4.5
10.3
8.8
157.2
18.4
224.8
180.8
ND =No Data MDL= Mc:t1toclDctcction Limit
Carbama- Code- Trid~ Ibup
rofen Iopr
omide zepine
8.4
21
8.7
39
5.5
4.7
31
ine san
<MDL <MDL 16.6 <MDL
<MDL <MDL 8.8
<MDL <~DL 37.5
<MDL
22.4
<MDL <~DL 26.6 <MDL
<MDL 2.1 27.1 <MDL
<MDL <~DL 23.4 <MDL
<MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <~DL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
1.9 <MDL 9.8
<MDL <MDL 2.8
<MDL <MDL
<MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL 3.4 <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
1.0 <MDL <MDL 2.4 <MDL
<MDL <MDL <~DL 2.0 <MDL
8.1 3.7 <MDL 772 <MDL
6.8 <MDL <MDL 7.2.8 <MDL
N 1.0
Table 4. (continued)
ID # Water source
11 MS River
12 Lake
13 Lake
14 Lake
IS Deep Well
16 Deep Well
17 Deep Well
18 Deep Well
19 Lake
20 Unconsolidated
Wells
Coucentratiou (n:JL)
Sample T~·lo- linc:o- Trimetho- Sulfameth- Acetamin- Caf- Carbama- Code- Triclo- lbup- Iopr-
Treatment type sin m~·c:in prim oxazole ophen feine zepine ine san rofen omide
Freec:hlorine Untreated <MDL 2.8
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Chloramines
Chloramines
Treated <MDL <MDL
Untreated <MDL <MDL
Treated <MDL <MDL
Untreated <MDL <MDL
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Treated <MDL <MDL
Freechlorine Untreated <MDL ~\l:DL
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Treated <MDL <.t\fDL
Free chlorine Untreated <MDL ~\fDL
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Treated ND N"D
Free chlorine Untreated ND KD
Treated <MDL ~\fDL
4.0
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
}\1)
ND
<MDL
l\Tl) = Ko Data MDL= MctllodDctcction Limit
18.2
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
1.7
ND
ND
<MDL
11.6
28.0
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
ND
ND
<MDL
39.0
32.9
20.1
8.9
21.3
4.0
29.4
43
61
6.5
3.0
4.4
2.9
2.6
2.7
3.0
11.1
ND
ND
2.8
8.1 3.0 <MDL 13.6 <MDL
3.2 <MDL <MDL 10.4 <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <~DL <MDL <MDL <MDL
<~DL <MDL <MDL <MDL <~DL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL
~Tl)
:-ill
<MDL <MDL <MDL <MDL
}\1)
ND
}\1)
KD
ND
ND
N"D
}\1)
<MDL <~DL <MDL <MDL <MDL
w 0
Table 4. (continued)
ID # Water source
21 Unconsolidated
22
23
24
25
26
27
28
29
30
31
WeDs
Unconsolidated
WeDs
Unconsolidated
WeDs
Lake
Lake
Lake
Reservoir
Lake
River
Lake
Lake
Sample T~·lo- linco-Treatment (Hit sin mycin
Free chlorine Untreated <MDL <MDL
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Treated <MDL <MDL
Free chlorine Untreated <MDL 1.1
Treated <MDL <MDL
Free chlorine Untreated 4.3 <MDL
Treated <MDL <MDL
Chloramines Untreated <MDL 7.7
Treated <MDL <MDL
Freechlorine Untreated <MDL <MDL
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Treated <MDL <MDL
Free chlorine Untreated <MDL 1.1
Treated <MDL <MDL
Chloramines Untreated <MDL <MDL
Treated <MDL <MDL
Free chlorine Untreated <MDL <MDL
Treated <MDL <MDL
Chloramines Untreated <MDL <MDL
Treated <MDL <MDL
Coacentratioo (n:IL)
Trimetho- Sulfameth- Acetamin- Car-prim onzole opbeo feioe
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
2.1
<MDL
<MDL
<MDL
<MDL
<MDL
7.2
<MDL
<MDL
<MDL
<M DL
<MDL
<MDL
<MDL
3.1
<MDL
<M DL
<MDL
6.1
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
70.0
<MDL
<MDL
<MDL
19.4
<MDL
<MDL
<MDL
<MDL
<MDL
5.6
72
34.4
93
39.1
32
6.7
4.8
27.7
3.7
79
7.4
10.0
6.0
11.3
6.5
31.5
20.4
16.9
3.8
10.8
5.2
·No =No Data MDL =Method Detection Limit
Carbama- Code- Triclo- lbup- lopr-zepine ine san rofen omide
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL
<MDL
33
<MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
4.S <MDL <MDL <MDL <MDL
3.5 <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <M DL <MDL
' ., ~-
1.4
<MDL <MDL 4.4
<MDL <MDL 3.2
<MDL
<MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <MDL <MDL
<MDL <MDL <MDL <M DL <MDL
<MDL <MDL <MDL <M DL <MDL
w 1-"
Table 5. Phannaceutical concentJ:ation of real water samples in swmner season.
C.cmtatila(~
Slllllflle TJI-- lac. ~~ SlllfultA- .la:4wrio- c.J.. ea...-1)1 W:der:S~~~Ut:e T~t .. sia .,.... ..- -· .til ra- zepiae
1 MSRm Fm:dabDc: UDiralal -<MDL 2.6 <MDL (.2 -<MDL 15.6 5..7
Tmtal -<MDL <MDL <MDL <MDL <MDL 9.5 LD
2 MSRm UDiralal <MDL 4.6 <MDL lLO -<MDL 134..8 8.6
Tmtal <MDL 2.0 <MllL <MDL -<MDL 22..8 s..o 3 MORivcr Chb•lil•s UDiralal -<MDL 1.9 <MDL 4.6 -<MDL 1:1.6 u
Tmtal -<MDL <MDL <MllL 4J) <MDL 124 1.5
4 AhiiiGW ~ I UDiralal -<MDL 13 <MDL 4.8 <MDL 324 83
Tn:lltal -<MDL <MDL <MDL 13 <MDL &.8 1.4
s Ahiii.GW Fm:d!bime UDiralal -<MDL <MDL <MllL 3.9 <MDL 72 -<MDL
Tmtal -<MDL <MDL <MDL <MDL <MDL 72 <MDL
6 Dap lOCi. wells CJ:obwWn UDiralal -<MDL <MDL <MDL <MDL <MDL 18.4 1.3
T1CIIIal <MDL <MDL <MDL <MDL <MDL 20.9 <MDL
7 Dap lOCi. well Fa: d!biDe UDiralal <MDL <MDL <MDL <MDL <MDL 14.1 <MDL
T1CIIIal -<MDL <MDL <MDL <MDL <MDL 6.1 <MDL
8 Rcavoim F111:dlbiac UDiralal <MDL 3.D <MDL <MDL <MDL S6.0 -<MDL
T1CIIIal <MDL <MDL <MllL <MDL <MDL 17.8 <MDL
9 ~-- UDiralal -<MDL 13 <MDL <MDL <MDL 6.6 <MDL
T1CIIIal -<MDL <MDL <MDL <MDL <MDL 1.2 -<MDL
10 MORivcr UDiralal -<MDL <MDL <MDL au 9.4 46.0 7.3
T1CIIIal <MDL <MDL <MllL 1.6 6.2 35..6 s..o ND=Nolhb. MDL= MdhodDclccti:al.ial
c.4. Tlic:» eiae -<MDL 3_1
<MDL <MDL
<MDL <MDL
<MDL <MDL
<MDL <MDL
<MDL <MDL
<MDL <MDL
<MDL <MllL
<MDL <MDL
<MDL <MllL
<MDL <MllL
<MDL <MDL
<MDL <MDL
<MDL <MllL
<MDL <MllL
<MDL <MDL
<MDL <MDL
<MDL <MDL
<MDL <MDL
<MDL <XDL
.... faa
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
...._ -<MDL
<MllL
<MllL
<MDL
<MDL
<MDL
<MDL
<MllL
<MDL
<MDL
<VllL
<MDL
<MDL
<MDL
<VllL
<VllL
<MDL
<MDL
<MDL
<MDL
w N
Table 5. (continued)
s-.~e T,S.. lac. r.-...s~ 1)1 W.krs.mE Tn:at.mt ~ .. .,a. ..- -· 11 MS:Rift:t FtllC dlbimc l.Tutn::llal 4tmL 3.9 ~ 4.0
Ttatal 4tmL <MDL ~ <MDL
u :r..Kt: FtllCdllarimc l.Tutn::llal 4tmL -<MDL <MDL <MDL
TJatal -MDL -<MDL <MDL <MDL
13 :r..Kt: U!m:llal -MDL <MDL <MDL 1.9
TJatal -MDL <MDL <MDL <MDL
14 :r..Kt: l.Tutn::llal -MDL <MDL <MDL <MDL
TJatal -MDL -<MDL ~ <MDL
IS DapWc:B Fm:dllarimc l.Tutn::llal -MDL -<MDL ~ <MDL
TJatal -MDL <MDL ~ <MDL
16 DapWcD Fm:dllarimc 'Untratal <MDL <MDL -<MDL <MDL
TJatal -MDL <MDL <MDL <MDL
17 DapWcl Fm:dlbimc 'Untratal -MDL <MDL <MDL <MDL
TJatal <MDL <MDL <MDL <MDL
18 Dap'Wdl Fm: dlbimc 'Untratal <MDL <MDL -<MDL <MDL
TJatal -MDL <MDL <MDL <MDL
19 :r..Kt: FKICdllarimc U!m:llal -MDL <MDL <MDL L1
TJatal <MDL <MDL <MDL <MDL
7D lJuc:uauiddal F~~r:dllarimc U!m:llal 3.9 7.0 5.1 3.2
Wdls TJatal <MDL u (.7 LS
ND = Noi>G MDL= Mcthodl>dcdDlliDt
O.CI!IIb-(~ .a. .. _.__ ~ c...-... m Ia- xqja.e
46..0 25.3 u 9.5 11..6 u
328 S9.6 <MDL
9.4 16.4 4tO)L
-MDL 6.D <MDL
-MDL 33 -MDL
-MDL 75.6 -MDL
-MDL 14.6 -MDL
4tmL L7 <MDL
-MDL u -MDL
4tmL 1.6 <MDL
-MDL u <MDL
-MDL 14.9 4tO)L
4tmL 6.S 4tO)L
-MDL 14.5 -<MDL
4tmL 6.3 <MDL
4tmL 16.4 1..6
4tmL 14.9 <MDL
4tmL lll 9.6
4tmL 8..1 6.9
c. Tlid. eiae s-.
-<MDL 7.0
-<MDL <MDL
<MDL 2.9
<MDL 22
<MDL .u -<MDL 2.6
-<MDL -<MDL
-<MDL <MDL
-<MDL <MDL
<MDL <MDL
-<MDL <MDL
<MDL <MDL
<MDL <MDL
<MDL -<MDL
-<MDL <MDL
<MDL -<MDL
<MDL 3..8
<MDL 3.5
<MDL 3.1
<MDL 2.6
..... lal
4tO)L
4tO)L
4tO)L
4tO)L
<MDL
<MDL
-MDL
-MDL
-MDL
-MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
-<MDL
<MDL
<MDL
-<MDL
.._._ ide
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
-<MDL
-<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
-<MDL
w w
Table 5. (continued)
ID I Watn"s-ftle
21 lJnoonaoichlal
W4s
22 lJDcoiiMiidllal
WeBs
D lJnoonaoichlal
W&
24 :take
2S L*
16 I.lllke
IT Rmelvoir
28 L*
19 River
30 L*
31 L*
Tftabaalt
F~ee dllotiDe
F~ee dllotiDe
F~ee dllotiDe
Flee dllorme
Ch6••••a
FJeedllotiDe
Flee dllotiDe
Flee c:bbiDe
Flee dlbDe
ND=Nol>aa
S-,le Ty»- lae»-type sill ..,..
UD~ratal <;MDL <MDL
T!Sal <;MDL <MDL
UDirellal <;MDL <MDL
Tmted <;MDL <MDL
UD~ratal <;MDL <MDL
Tmtal <MDL <MDL
UD~rate:l <MDL <MDL
Tmtal <MDL <MDL
UDirelle:l <MDL <MDL
Tmted
UD~rated
<;MDL <MDL
ND ND
Tmted <MDL <MDL
UDirelled <MDL <MDL
T!Sal <MDL <MDL
UDirelle:l <MDL <MDL
Tmted <MDL <MDL
UDirelle:l <MDL <MDL
Tmted <MDL <MDL
UDirelle:l <MDL <MDL
Tmted <MDL <MDL
UDirelle:l <MDL <MDL
C..cab-.<-oQ Tm.ea.- Slllflaea.. ~ Cal- C.....
pm -• l(llla ra-e •q*e
<MDL <MDL <MDL S.Z <;MDL
<MDL <MDL <MDL LS <;MDL
<MDL <MDL ~L 152..0 40>L
<MDL <MDL ~L 1..2 <;MDL
<MDL <MDL ~L llU 40>L
<MDL <MDL <MDL 9..6 13
<MDL <MDL <;MDL 8.9 40>L
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<;MDL
~L
ND
<MDL
<MDL
40>L
<MDL
<;MDL
40>L
<MDL
40>L
ND
<MDL
1..6
4.7
<MDL
<;MDL
17.9
3..6
<MDL
40>L
<MDL
Cell.
da.e
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
ND
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
Tddo-<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
S.O
4.9
4.4
4..2
ND
1.3
s.z 3.4
9.1
5.4
<MDL
<MDL
<MDL
<MDL
<MDL
...... fal
~L
~L
~L
~L
<MDL
<;MDL
<MDL
<MDL
<;MDL
<;MDL
ND
~L
<MDL
<MDL
<MDL
<;MDL
<;MDL
<;MDL
<MDL
<MDL
<MDL
Tmted 40>L <MDL
ND
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
ND
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
4..6
<MDL
<;MDL
~L
<;MDL
40>L
2.7
24..0
4.4
ND
S.B
12.4
lLl
4U
6.8
13.1
1Q.6
8.9
2.S
6.4
3.6 <MDL <MDL <MDL <MDL
MDL= MdhodDdecti!D Lilllil
...... illt
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
ND
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
w ~
35
water and Missouri River water were similar. In the reservoir water samples, however,
only four compounds were detected (lincomycin, acetaminophen, caffeine, and triclosan)
and their concentrations were much lower than those detected in Mississippi River and
Missouri River water samples. The monthly monitoring also showed a decrease in the
concentrations of detectable pharmaceutical compounds from February to June. Specific
concentrations of all target pharmaceutical compounds in treated and untreated waters
samples in this seasonal study are reported in Table 6.
One of the largest studies of pharmaceutical occurrence in untreated drinking
water sources from the U.S. Geological Survey (Focazio et. a!., 2008) concluded that the
concentrations of most detected compounds were typically in the sub-iJg/L range. This
matched our results. Our study also indicated that the highest concentrations of the
detected pharmaceuticals in Missouri were lower than the maximum concentrations in
Focazio's repm1. In our study, caffeine was much more frequently detected than in their
national survey. However, the MDL in national survey (14 ng/L) was several times
higher than the MDL in this study (1.1 ng/L). The maximum concentrations of caffeine in
our study were 0.22 11g/L whereas the national survey reported 0.27 iJg/L.
3.5. The removal efficiency by water treatment facilities
Since untreated and treated water samples were collected at the same time from
each water treatment facility, the pharmaceutical concentration difference should
represent the removal efficiency of water treatment. Free chlorine and chloramines were
used as disinfectants in these selected water treatment p !ants. A general decrease in
concentrations of target pharmaceuticals in finished drinking water was observed in
36
occurrence study. Both treatments showed comparable removal efficiencies of
acetaminophen. The main site of transformation of acetamination during chlorine
oxidation was reported as the phenol group (Pinkston and Sedlak, 2004). On the other
hand, results indicated that the removal of carbamazepine was not effective by
chlorination or chloramination treatment. Most water treatment plants failed to remove
this compound to below detection limit. This result matched previous studies by Benotti
et al and Stackelberg et al.. (Benotti et al., 2009; Stackelberg et al. 2007). However, it has
reported that carbamazepine can be efficiently removed by chlorination at low pH
(Westerhoff et al. 2005). The removal efficiency of Caffeine was also found low by
chlorination or chloramination treatment in the occunence study. This was generally in
agreement with observations by Syder et al. It was found that the removal efficiencies of
caffeine by chlorination or chloramination were below 20% after 24 hrs at pH 7.9-8.5
(Syder et al. 2007).
There was also some difference on removal efficiency between chlorination and
chloramination treatments. Occurrence results indicated that 8 of 9 water treatment plants
removed sulfamethoxazole to below detection limit with chlorination treatment. Only 4
of 10 water treatment plants removed sulfamethoxazole to below detection limit with
chloramination treatment. Similar results were also founded by Stackelberg et al.
(Stackelberg et al. 2007), sulfamethoxazole in source water can be effectively removed
after chlorination treatment. The less effective oxidation efficiency of sulfamethoxazole
and tylosin was also reported by Chamberlain et al. (Chamberlain and Adams, 2006).
Other studies repotted that the sulfamethoxazole aniline-nitrogen was directly attacked by
chlorine (Dodd and Huang, 2004).
Table 6. Seasonal monitoring ofPPCPs fi:om Febmru.y to J1.me 2009.
as.. a Water -.a> Tntat.eat
MO ltiver F n:oe chJariDe
Feb R.c::savoir
MSJtiver CbJoiaoiiMs
MO River CbJoiaoiiMs
April R.c::savoir Fn:oe ddaDDe
MSJtiver CbJoiaoiiMs
MOJtiver F n:oe chJariDe
!by R.c::savoir Fn:oe chJariDe
MSJtiver CbJoiaoiiMs
MOJtiver CbJoiaoiiMs
Juuc R.c::savoir Fmc dllaDDe
MSJtiver F n:oe chJariDe
Sa..ple
type
U1llmllll:d
Tn:311al
Untft:atal
Tn:311cd
Uum::2led
Tn:311al
Uum::2led
Tn:311cd
Untft:atal
Tn:311cd
Uum::2led
Tn:311cd
Uum::2led
Tn:311al
Uum::2led
Tn:311cd
Uum::2led
Trc:lllal
Uum::2led
Trc:lllcd
Untft:atal
Trc:lllcd
Untn:dcd
Tn:311cd
Lba~
~ L.8
<MDL
2.5
<MDL
4..2
<MDL
L.1
<MDL
5..9
<MDL
1_8
<MDL
2...3
<MDL
6..9
<MDL
2...0
<MDL
L9
<MDL
L.3
<MDL
2...6
Ceae>e~~taU... (IICIL)
Tdmea- s ..... ea- Ac:e..__-pria oxa&ole .,.._
2..8 18_8 16_0
<MDL
<MDL
<MDL
4_6
<MDL
<MDL
<MDL
<MDL
<MDL
2...6
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
8..2
<MDL
<MDL
13_7
<MDL
14_0
6_8
22
<MDL
9_4
<MDL
8 _4
5_6
2...2
<MDL
6 _7
<MDL
4_6
4 _0
<MDL
<MDL
4..2
<MDL
14..2
<MDL
5.3
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL <MDL <MDL
<MDL
<MDL
<MDL
<MDL
<MDL
<MDL
:MDL=M~Dd~L~
Cal
r.ke
49_6
36_0
157.2
18_4
47.2
13_0
38.3
22...0
110_8
2...7
19.9
3-4
17..6
10_6
4_6
3_7
18_7
2...8
27_6
12...4
6_6
4_0
15_6
9S
Ca ... __
s~e
5S
4_7
LO
<MDL
8_4
22
4.2
2...1
L.3
<MDL
4_6
<MDL
3.3
<MDL
L1
<MDL
4 _0
<MDL
4 _4
L.5
<MDL
<:MDL
5_7
LO
Tide:»- .._..,......
- fell 2...1 27_1
<MDL
<MDL
23_4
2...4
<MDL <MDL
<MDL
<MDL
<MDL
16_6
8_8
2...2
<MDL <MDL
<MDL <MDL
<MDL <MDL
4.2
3_4
5_4
<MDL
<MDL
<MDL
<MDL <MDL
&.1 <MDL
<MDL <MDL
8.9
6.9
<MDL
<MDL
<MDL <MDL
<MDL <:MDL
<MDL <MDL
<MDL <MDL
3_1 <MDL
<MDL <MDL
w -...!
38
The distribution of these compounds was water source dependent. River water
and surface water samples had higher concentrations of studied pharmaceutical
compounds, although concentrations of pharmaceutical compounds in well water were
much lower. This is understandable since well water is purified by underground materials,
such as sand and dirt filtration. Results also showed that most of the investigated
phatmaceutical compounds were not detectable after water treatment. However, the
removal efficiency by water treatment plants was compound dependent. Some
pharmaceutical compounds, such as lincomycin, trimethoprim, and sulfamethoxazole,
were relatively easier to remove than other compounds, such as ibuprofen,
carbamazepine, and caffeine. Even though some pharmaceuticals were still detectable
after treatment, the concentrations were much lower than those in the untreated water,
which implied that most phatmaceutical compounds can be effectively removed during
water treatment.
4. CONCLUSIONS
A comprehensive method has been developed and validated for quantitative
analysis of 16 pharmaceutical compounds in two different water matrices, using liquid
chromatography coupled with tandem mass spectrometry. Most selected compounds
investigated by this method showed good recovery and reproducibility in reagent water
and tap water. The results of the occurrence study indicated that the levels of selected
compounds in different types of water resources across Missouri were below 80 ng/L for
all of the pharmaceuticals, except caffeine, which had the highest concentration, while
levels of other compounds were very low. Most of them were below method detection
limits. The levels of the studied pharmaceutical compounds were also water source
39
dependent. Studied pharmaceutical compound concentrations were higher in surface
water than those in well water. Occurrence data also showed that the levels of the most
pharmaceutical compounds in summer water samples were lower than those found in the
winter water samples. The treatment processes in water facilities across Missouri were
found to be effective for removing most pharmaceutical compounds.
ACKNOWLEDGEMENTS
This study was funded by Missouri Department of Natural Resources. We also
thank Applied Biosystems, Inc, Millipore Inc., and the Environmental Research Center at
Missouri University of Science and Technology for the valuable support.
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43
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2. Investigation of Oxidative and PAC Removal of Selected Pharmaceuticals in Various Oxidation Systems by Using
Liquid Chromatography Tandem Mass Spectrometry
ABSTRACT
44
The presence of pharmaceuticals and personal care products (PPCPs) in natural
water resources and drinking water supplies has raised public concern because of their
potential adverse ecological effects on aquatic organism or even on human health. The
study of pharmaceutical elimination is crucial in providing information for the
disinfection strategy in water treatment facilities. This study investigated both the
treatability and removal of eight pharmaceuticals (caffeine, acetaminophen,
carbamazepine, sulfamethoxazole, trimethoprim, erythromycin, lincomycin, and codeine)
as a function of treatment approaches, types of disinfections (free chlorine, ozone,
monochloramine, and petmanganate ), and pHs, by using liquid chromatography- tandem
mass spectrometry (LC-MS/MS). Both deionized (DI) water and natural water were
spiked with 5 to 20 ).I giL of pharmaceuticals and dosed by commonly used oxidants at a
typical concentration followed by analysis using LC-MS/MS. It was found that the
degradation levels of the pharmaceutical compounds varied significantly in different
oxidation processes. Chlorination at 1 mg/L was highly effective in removal of some
phatmaceuticals. Monochloramine at a dose of 3 mg/L was mostly ineffective to all the
pharmaceuticals tested. The pH conditions also played an important role in PPCP
removal, and its effect was conditional based on the oxidation systems and
pharmaceuticals involved. Finally, powered active carbon (PAC) was also evaluated for
its effectiveness in the removal of the pharmaceuticals in drinking water treatment.
45
Key words:
Pharmaceuticals; removal; LC-MS/MS
1. INTRODUCTION
Pharmaceuticals and personal care products (PPCPs) have been detected in many
natural water systems as well as drinking water supplies (Ahrer, Scherwenk, and
Buchberger 2001; Benotti et al. 2009; Hirsch, Ternes, and Haberer 1998; Jones,
Voulvoulis, and Lester 2001; Kolpin et al. 2002; Lindsey, Meyer, and Thurman 2001;
Sacher et al. 2001; Ternes, Bonerz, and Schmidt 2001). The potential occurrence of
pharmaceuticals in drinking water supplies raises public concerns because available
treatment data and the information about combined and synergistic effects of different
types of pharmaceuticals are limited. It is already known that some pharmaceuticals can
cause adverse biological impacts on aquatic and terrestrial organisms at ve1y low
concentrations (Fent, Weston, and Caminada 2006; Jjemba 2006). Due to the possible
existence of pharmaceuticals and their metabolites in water supplies and the food chain,
some risk assessments have been performed to indicate the possible impacts of
pharmaceuticals on ecosystems (Bound and Voulvoulis 2006; Stuer-Lauridsen et a!.
2000). Even though current toxicity data show no acute effects of pharmaceuticals in
surface water on aquatic organisms (Flippin, Huggett, and Foran 2007; Heruy and Black
2008; Henry et al. 2004; Hong et al. 2007; Schreurs et al. 2004), chronic effects and
bacterial resistance to antibiotic pharmaceuticals may exist. As a result, attention should
be given to the long term concerns regarding the accumulation and spread of non
degraded pharmaceuticals in the environment.
46
Reliable information for pharmaceutical elimination from surface water can be
critical to water treatment plant operations because surface water is widely used as a
source for municipal water systems. To minimize the risk of potential chronic harmful
effects, drinking water should be free of pharmaceuticals. Some recent studies have
already reported the oxidation of pharmaceuticals by chlorine and ozone (Stackelberg et
a!. 2007; Westerhoff et a!. 2005). Ozone is an effective oxidant for the effective
degradation of pharmaceuticals and has been well studied (Broseus et a!. 2009; Hua,
Bennett, and Letcher 2006; Vieno et a!. 2007). In some studies, hydrogen peroxide was
combined with ozone to create an advanced oxidation method for pharmaceutical
decomposition (Huber et a!. 2003; Zwiener and Frimmel 2000). There are also some
studies reported the oxidation of pharmaceuticals by permanganate and chloramines
(Chamberlain and Adams 2006; Waldemer and Tratnyek 2006), however, they did not
cover all the compounds we found in Missouri natural and drinking water in our
occurrence study.
In our recent occurrence study on pharmaceuticals in Missouri water resources ,
some pharmaceuticals were detected in both untreated source water and treated drinking
water, including caffeine, acetaminophen, carbamazepine, sulfamethoxazole,
trimethoprim, and ibuprofen (Wang eta!. 2010). The aim of this presented research was
to investigate the treatability of these compounds by using liquid cluomatography -
tandem mass spectrometry (LC-MS/MS). Eight pharmaceuticals were chosen to evaluate
oxidation effectiveness of the following commonly used oxidants in water treatment
plants: free chlorine (HOCl/OCl), monochloramine, ozone (03), and permanganate
(Mn04"). Powered active carbon (PAC) was also evaluated for its effectiveness in the
47
removal of the pharmaceuticals. The PAC removal efficiency in DI water was compound
dependent. The major task of this study was to investigate the concentration x time (CT)
values for the oxidation reactions of selected pharmaceuticals with the four chosen
oxidants in deionized (DI) water. The pH effect on oxidation efficiency was also studied
at pH 6.6 and 8.6. Finally, pharmaceutical oxidation in real surface water was studied to
investigate the effects of sample matrix on reaction efficiency.
2. EXPERIMENTAL
2.1 Selection of pharmaceutical standards and reagents
Total of eight pharmaceuticals were chosen for the oxidation experiments,
including caffeine, acetaminophen, carbamazepine, sulfamethoxazole, trimethoprim,
erythromycin, lincomycin, and codeine. This is because our previous occmTence study
showed these compounds were detected in Missouri natural or drinking water. All
pharmaceutical standards were obtained from Sigma-Aldrich (St. Louis, MO) except
lincomycin, which was purchased from MP Biomedicals (Aurora, OH). All other
treatment chemicals (sodium hypochlorite, sodium dihydrogen phosphate, disodium
hydrogen phosphate and sodium permanganate) were certified ACS grade and were
purchased from Sigma-Aldrich (St. Louis, MO). LC-MS grade mobile phase solvents
(methanol, acetonitrile) were purchased from Fisher Scientific (Fairlawn, NJ, USA).
Formic acid (MS grade) was obtained from Sigma-Aldrich (St. Louis, MO).
2.2 Oxidant solution preparations
Sodium hypochlorite (NaOCl, 5%) served as a source of free chlorine stock
solution. Laboratory DI water was used to make all dilutions. The NaOCl working
48
solution was stored in an amber glass bottle and wrapped with aluminum foil for
protection from light. The concentration of free chlorine solution was determined using
Accuvacs Ampuls from the Hach Company (Loveland, CO, USA) and using the Hach
DPD Method 8021. The free chlorine concentration was measured before every
experiment and DI water served as blank.
Monochloramine stock solution was created from the reaction of sodium
hypochlorite solution and ammonium chloride solution at the molar ratio of 1:1.05 in pH
adjusted 5.0 mM phosphate buffer. Excess ammonia at pH >9 (-5%, determined by
Orion Model9512 Ammonia probe (Thermo-Electron Corporation, Waltham, MA)) was
maintained during monochloramine solution preparation to prevent the presence of free
chlorine. Monochloramine concentration was measured by Accuvacs Ampuls with the
Hach DPD Method 10200 for nitrogen, free ammonia and chloramine (mono). The
concentration of total chlorine in the monochloramine working solution was also
measured by Accuvas Ampuls with the Hach DPD Method 8167 to ensure free chlorine
was indeed absent in the working solution.
Permanganate stock solution was prepared by dissolving sodium permanganate
crystals in lab DI water to the desired concentration. The working solution concentration
was measured by a Cary 50 Cone UV-Visible Spectrophotometer (Varian CO, Australia)
at 525 nm and lab DI water served as blank.
Ozone gas was produced from an ozone generator (Model GLS-1 PCI-WEDECO,
Environmental Technologies, West Caldwell, NJ, USA) with a source of compressed
oxygen. Nonstop gaseous ozone flow bubbled out from a diffuser into deionized Milli-Q
water (Millipore, Bierica, MA) to keep the ozone stock solution saturated for immediate
49
use. The concentration of ozone solution was determined using Accuvas Ampuls with the
Hach Indigo Method 8311 immediately after sampling and lab DI water again served as
blank.
2.3 Analysis
All sample analysis was performed using a triple-quadrupole mass spectrometer
(Applied Biosystems API 4000Q TRAP) equipped with an Agilent (Palo Alto, CA) 1100
series HPLC system. The analytical method was the same as in our previous study [28].
In summary, 10 111 sample solution was injected onto a Supelco C-18 150x2.1 mm
column from Sigma-Aldrich (St. Louis, MO) for the separation of the analytes at room
temperature. The binary gradient for separation of the selected compounds consisted of
0.1% formic acid (v/v) in both water and acetonitrile at a flow rate of 0.25 mL!min.
Multiple reaction monitor (MRM) in positive electrospray ionization (ESI) mode was
used to analyze the selected pharmaceuticals. Mass calibration was performed before
each study. Compound-dependent parameters and source-dependent parameters were
optimized in the mass spectrometer individually. Two pairs of ion transitions were
chosen in the optimization process. The ion transition with the most intense signal was
selected to be the quantification ion pair of the corresponding compound, while the ion
transition with the second highest signal was selected to be the confirmer ion pair of the
corresponding compound.
Instrument detection limits (IDLs) were determined by performing injections of
each individual pharmaceutical at a low concentration (with a signal to noise ratio of
approximately 3-5:1) for 10 consecutive times with the column. The method detection
limits (MDLs) of pharmaceutical compounds in both lab DI water and natural surface
50
water were determined separately, and was calculated by multiplying the standard
deviation(s) of the replicate analyses by the appropriate students' t value at 99 percent
confidence level with nine degrees of freedom. The method reporting levels (MRLs) of
all selected pharmaceuticals in this study were chosen as 0.25 ng/ml except for
acetaminophen, which was I ng/ml.
2.4 Treatments
Phosphate buffer systems were chosen to carry out the oxidation experiments.
Phosphate buffer (5 mM NaH2P04 and Na2HP04) were prepared in lab DI water, and
adjusted to pH 6.6 and 8.6, respectively using different ratios. Natural water samples
were collected from Missouri River and Shuman Lake (Rolla, MO), and were for
immediate use. Both natural water samples were filtered using 0.45-~m nylon filters
(Whatman, England), followed by the addition of solid phosphate salts and adjustment of
pH to 8.6.
The concentrations of working pharmaceutical solutions were 5 ~giL (except for
acetaminophen, which was 20 ~g/L), which were prepared in both buffer systems. Each
working pharmaceutical solution was transferred to an amber glass reactor for initial
concentration determination. Oxidations were initiated by spiking an appropriate amount
of each oxidant solution to the working pharmaceutical solutions at ambient temperature.
The concentrations of free chlorine, permanganate, ozone and monochloramine were I, 1,
1.5, and 3 mg/L, respectively. The reactor was rapidly mixed and put on an orbital shaker
for reaction. Samples were taken at 0, 3, 30, 60, 100, 150, and 300 min (samples were
taken at 0, 2, 5, 10, 15, 30, and 40 min. in ozone oxidation experiment) for analysis to
51
determine the concentrations of target pharmaceutical compounds and the oxidants. All
the experiments were conducted at room temperature of25°C. All reactors were wrapped
in aluminum foil to prevent any light disturbance during the experiments. Each
experiment was conducted in duplicate for accuracy control and calculation of standard
deviation.
For the PAC removal experiment, the pharmaceutical working solutions were
prepared in amber glass reactors at the same concentrations used in the oxidation
experiments. Then 2 mg/L Norit HOB PAC was spiked to initiate the reaction. The
solution was mixed up to 24 hrs for the reaction to take place. Samples were analyzed at
1, 2, 4, and 24 hours.
3. RESULTS AND DISCUSSION
3.1 Free chlorine oxidation
The reactivity of selected compounds with free chlorine in two pH buffer systems
was shown in Figure 1. Error bars on the data points indicated the reproducibility of the
measurements of pharmaceuticals in the study. Under specified oxidation conditions,
both caffeine and carbamazepine were resistant to free chlorine in both pHs. At pH 8.6,
most pharmaceuticals were reactive with free chlorine (OCl-) and >85% removed at aCT
value of 24 mg·min!L. Showing high reactivity, all of lincomycin, 70% of
sulfamamethoxazole and 50% of trimetethroprim were removed at a CT value of 3
mg·min!L at pH 8.6. At pH 6.6, four pharmaceutical compounds were >90% removed at
a CT value of 24 mg·min!L. Erythromycin and acetaminophen were 90% removed at the
CT value of 198 mg·min!L. By comparing the results in two different pH systems, it was
52
found that the oxidation of erythromycin and acetaminophen by free chlorine were a little
faster at pH 8.6 than pH 6.6. Most pharmaceuticals can be removed at the CT value of
200 mg·min/L at both pHs.
a 16
14 - lincom cin - Trimetho rim
- Acetaminophen Carbamazepine
12 .D a.
Codeine FC/ppm Caffeine a. 10 -c 0
~ 8 -c Q}
6 .... c +-----------~---------------------------------------------~--~~r----
::0:: 0 u
4 1
2
0
{;}~
CT (mg/l min)
b 18
- Erythr omycin - Lincomycin - Trimeth oprim 16
- suifamamethoxazoie - Acetaminophen • Carbamazepine
14
.D 12 a. a. -c 10 .2 ~ -c 8 ~ c 0 6 u
4
2
0 -{;}~
CT (mg/l min)
Figure 1. The oxidation of selected pharmaceutical compounds by free chlorine in (a) pH 8.6 buffer and (b) pH 6.6 buffer.
53
The removal experiments were also carried out in the lake water for comparison
(Figure 2). The concentration of free chlorine decreased faster in real water oxidation
than lab DI water. This indicated that the real water matrix had a strong competition with
the selected pharmaceutical compounds for free chlorine oxidant. Most pharmaceuticals
can still be removed during the oxidation study, but the rate was much slower than that in
the lab DI water. The results showed that the oxidation trends for all of the studied
pharmaceutical compounds in lake water were the same as those in the lab DI water.
25
- Erythromycin - Lincomycin - Trimethoprim
Acetaminophen Carbamazepine 20
Caffeine Codei ne Cl2/ mgl -1
..Q D. D.
........ 15 II:
,Q .. I! .. II:
~ 10 II:
8
~ ~ ~ :::: ~
5 ... ... .....,..__
'II ,_ IE
0 - ----,
0.0 2.6 16.7 26 .5 36.3 45.5 62 .0
CT (mg/l min)
Figure 2. The concentration of detected pharmaceutical compounds in free chlorine oxidation experiment in pH 8.6 lake water.
54
3.2 Permanganate oxidation
Permanganate is a highly reactive oxidant and widely used in the water treatment
facilities. When it functions as an oxidizing agent, sodium pennanganate (Mn04-, Mn
VII) is reduced to manganese dioxide (Mn02, Mn IV). Figure 3. showed the oxidation
results of the target pharmaceutical compounds using permanganate as an oxidant in two
different pH buffer systems. It was found that the reactivity was not pH dependent.
Acetaminophen was degraded rapidly at both pHs in the presence of petmanganate.
Codeine and carbamazepine were also reacted readily with pennanganate. Both
compounds were reacted at a CT value of 27 mg·min/L. The reactivity of lincomycin
with permanganate was slow. It was 90% oxidized by permanganate at a CT value of
250 mg·min/L in pH 8.6, but only 30% was oxidized at pH 6.6 at a similar CT value. All
other compounds were not reactive to permanganate. Trimethoprim, erythromycin and
sulfamamethoxazole were removed 20-50% at aCT value of250 mg·min/L at both pHs.
Same oxidation experiments were also carried out in Missouri River water for
comparison (Figure 4). The concentration pattern of permanganate was the same as that
of the oxidation study in DI water. This indicated that the sample matrix (organic matters)
in the surface water was not competitive with selected pharmaceutical compounds in the
permanganate oxidation system, but did interfere with the oxidation of pharmaceutical
compounds in the free chlorine oxidation system (as demonstrated in Figure 2).
55
25 a
- Erythromycin - Lincomycin - Trimethoprim
- sulfamametho>G!Izole - Acetaminophen Carbamazepine 20
Caffeine Codeine Mn04-/ ppm
15 .a D. D.
...... c:
.S2 .. 10 I! T .. T T -- ..L c: ..L ..L - ... ... I ~ ..L ..L ... -~ c:
8 5
-0 ----,
0 .0 3 .0 27.0 51.7 84.5 125.8 248.8 CT (mg/L min)
b 25
- Erythromycin - Lincomycin - Trimethopri m
- su lfamametho>G!Izo le 20
- Acetaminophen Carbamazepine
Caffeine Codeine M n04-/ppm
15 .a D. D.
...... II: .Iii
10 .. I! .. II:
~ - .... I ~ ~ II: .,.
-~ ~ ....
8 - ± 5 !I:
-.o.!: !:: i i :;- :m ::: ~ =
0 --,
0 .0 2.9 26.8 52.6 87.0 129.7 256.5 CT (mg/L min)
Figure 3. The oxidation of selected pharmaceutical compounds by permanganate in (a) pH 8.6 buffer and (b) pH 6.6 buffer.
25 .-------------------------------------------------------
20
.a 8:
...... 15 a ,Q .. I! .. a
I - Erythromycin - lincomycin - Trimethoprim
- Su lfamamethoxazole - Acetaminophen Carbamazep ine
Mn04-/ mgl -l
~ 10 +-----~r------------------------------------------a 8
5
0
0.0 2.1 17.8 34.1 55.5 81.9 160.6
CT (mgjl min)
Figure 4. The oxidation of selected pharmaceutical compounds by permanganate in pH 8.6 Missouri river water.
3.3 Ozone oxidation
56
The reactivity of selected compounds with ozone (1 .5 mg/L) in two different pH
buffer systems was shown in Figure 5. The oxidation of the selected pharmaceuticals by
ozone was quite rapid and completed in about 2 min. In addition, ozone was unstable in
aqueous solution. Due to these two reasons, the concentration of ozone was barely
detected after 2 min. As a result, a CT curve was not used in the ozone oxidation studies.
The concentration of each pharmaceutical compound did not decrease significantly after
two minutes, which indicated that the soluble ozone in the oxidation system was entirely
57
reacted until ozone was totally decomposed (about 2 min). A higher concentration of
ozone was required to completely remove the pharmaceuticals at the experimental
concentrations. The data also showed that ozone oxidation was pH dependent. Since
ozone was more stable in lower pH, some phmmaceuticals were easier to be oxidized at
pH 6.6 than 8.6. In particular, acetaminophen, licomycin, erythromycin, codeine and
carbamazepine showed were very reactive with ozone. The oxidation of some
pharmaceuticals was pH dependent. Carbamazepine, licomycin, codeine, trimetethroprim
and sulfamamethoxazole showed higher oxidation percentages in pH 6.6 buffer than
those in pH 8.6 buffer. A greater percentage (-75%) of carbamazepine removal was
observed in pH 6.6, but only -10% of carbamazepine was removed in pH8.6.
Acetaminophen and erythromycin did not show strong pH dependence on oxidation
between the two pHs. The data in Figure 5 also indicated that there was a strong
competition among the pharmaceuticals for ozone oxidation system. Carbamazepine,
erythromycin and licomycin appeared more reactive with ozone compared to other
pharmaceuticals. Caffeine showed very little change over time. This data may still be in
agreement with the literature when the following factors are considered: in our study,
higher PPCP concentrations were used, half or less of the literature ozone concentration
was used, reactions were performed at approximately 16 oc higher than the literature
work (thus decreasing ozone solubility), and higher pH buffer conditions were used. As
our pH study showed that greater reaction efficiency was observed at lower pH, it is
reasonable that less pharmaceuticals were oxidized in our 6.6 and 8.6 pH systems than
the literature's pH 5 system. Finally, the ozone in our experiment was below the detection
58
limit after 2 min. , while the experiment in the literature repotied 0.2-0.3 mg/L of ozone
after 3 min (Snyder et al. 2006; Westerhoff et al. 2005).
a 20
18 - E..!:llt_hromvcin -Lincom_y~cin - Trimet h oorim
16 ~ - s u ifam am ethoxazol e - Acetam inophen - Carb amaze pina
14 ..a a. a.
12 -a ,Q .. 10 I!
"\. - Caffe ine - Code i ne
" "'il: T ..L .J.. T
T T _ ~-.!: ~ .. ..
fj 8 .. 8
6 T ..,.. ..,.. T ~ I--"" :c .... "' L
4
2
~-~· :.- .,., - ::; - :;: I ""' .....
~ ... ~ !!: . ... ~ - - -- ::: - - -"
0
0 2 5 10 15 30 4 0
Tlme/min
b 20 ~
18
16
..a 14 a. a. -1 2 ..
.Q .. 10 I! ..
- T - Erythromyci n - Li ncomycin - T r imet ho p rim
~ - s u ifamamethoxazoie - Acetamino ph e n - earb am azepi ne
' - Caffe i ne Code i n e
- ' " T~ _T T _T
,.. .... .... .J.. ..... ..
fj 8 -.. 8
6
4
2
~~ ..,.. --~ ..... = -; ];.---
; : : ~ J;;
-==- - .r.
""'' 0
0 2 5 10 1 5 30 40
Tlme/mln
Figure 5. The oxidation of selected pharmaceutical compounds by ozone in (a) pH 8.6 buffer and (b) pH 6.6 buffer.
59
3.4 Monoclzloramine oxidation
Monochloramine is a relatively stable compound and is becoming an increasingly
popular alternative disinfectant to chlorine in municipal drinking water systems because
of its stability in distribution system. The reactivity of selected pharmaceutical
compounds with monochloramine at two different pH buffer systems was shown in
Figure 6. Data were collected after exposures of 0, 2, 30, 60, 120, 240 and 360 minutes.
All compounds were very resistant to monochloramine except lincomycin. No significant
oxidation was observed following exposure of monochloramine up to 1000 mg·min/L.
The results demonstrated that monochloramine at a typical drinking water treatment
dosage was not so effective to remove these selected pharmaceuticals as free chlorine due
to the lower oxidation potential of monochloramine. This also indicated that fewer
pharmaceutical degradates might be generated when monochloramine was used as a
disinfectant in municipal drinking water systems.
3.5 Removal of pharmaceutical compounds with powered active carbon
The removal of selected pharmaceuticals by powdered activate carbon was also
investigated in DI water and in surface water. Figure 7 showed the results of 2 mg/L
Norit HDB PAC to remove the selected pharmaceuticals in DI water in two different
pHs. Even though these compounds were partially removed by PAC in a 24 h
experiment, the removal efficiency was compound dependent. The 24 h contact time was
used because it was close to the equilibrium condition for the PAC. Erythromycin and
trimetethroprim showed approximately 70% and 50% removal at the equilibrium time,
60
and all other pharmaceuticals showed about 20-30% removal at the selected conditions.
No obvious difference in the removal efficiency was found at different pHs.
25
a
20 T T T I 1 --- J ---1 --T T.--- 1 -
-a 1 I 1 a. -15 ..
,Q - Erythromycin - lincomycin - Tri m ethoprim .. I! 1: - Sul famamethoxazole - Acetam i nophen Carbam azepine el 10 -a --Caffeine Co de ine MCA(as Cl2)/ mcl-1 8
-=- -~
5 = = --= 1 -==. == :£~- = :L _ ... - -" = ~
'J: ~
0
0 .0 9 .0 89.4 178.4 354.9 705 .9 1056.0 CT (mg/l min)
b 25
20 T
l. .L .L .L 1. _T 1 .a .L
a. a. -15 .. - Erythromyci n - Li ncomycin - Tr i m ethoprim ,Q .. I! - sul famamethoxazo le - At:etam inophen _. Carbamazapine .. II: Caffe i ne Codeine ~ MCA(as Ci 2 )/ m&L-1
~ 10
8
= 5
3: = -~ ::::=.-.;; : =~ ---= ~
~
0
0 .0 8 .9 87.8 175.2 349.1 694.7 1039.7
CT (mg/l min)
Figure 6. The oxidation of selected pharmaceutical compounds by monochloramine in (a) pH 8.6 buffer and (b) pH 6.6 buffer.
61
62
The PAC removal experiment was also carried out in Missouri River water to
investigate the effect of sample matrices (Figure 8). The data showed that most
pharmaceuticals were not removed from the river water at the selected dosage of PAC
even when the equilibrium was reached. This comparison indicated that the sample
matrix played an important role in the pharmaceutical removal in natural surface water.
25
l T _l T _T 20 .l. 1 ..... 1 l.
- Erythromycin - lincomycin
J:l 15 - Trimethoorim - su lfamamethoxazole a. a. - Acetaminophen Carbamazepine ..... c:
Caffeine Codeine .Q .. ~ 10 .. c: 8 c: T 8 - ... 'T' ,: a;-,-
"£. - ~ -- a; -5 :;- "'- ~ - ... "" ~
0
Oh 1h 2h 4h 24 h
Time
Figure 8. The concentration of detected pharmaceutical compounds in PAC removal experiment in pH 8.6 Missouri river water matrix.
63
4. CONCLUSIONS
Thorough investigation of pharmaceutical removal using different oxidants was
performed. The oxidation removal of selected pharmaceutical compounds varied
significantly in different oxidation processes. In comparison, chlorination was highly
effective in the elimination of the selected pharmaceuticals. Sample matrix and pH
caused notable differences in oxidation efficiency. Permanganate was also effective to
decompose some pharmaceuticals. Even though different removal efficiency was
observed between two pHs, sample matrix in sutface water did not change the oxidation
efficiency. Ozone was a fast oxidizer but very unstable. The ozone oxidation was
completed in about 2 min under the selected conditions. Chloramination was mostly
ineffective in oxidation removal of all the studied pharmaceuticals at the typical
disinfection dose (3 mg/L). Parallel studies in different water matrices indicated that the
oxidations proceeded similarly but with a relatively slower rate in the surface water due
to the effect of matrices. The results of this work have shown that some oxidation
systems may be useful in eliminating some of the PPCPs in water treatment facilities.
ACKNOWLEDGEMENTS
This study was funded by Missouri Department of Natural Resources. We also
thank Applied Biosystems, Inc, Millipore, Inc., and the Environmental Research Center
at Missouri University of Science and Technology for the valuable suppmi.
64
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65
Hua, W., E.R. Bennett, and R.J. Letcher. 2006. Ozone treatment and the depletion of detectable pharmaceuticals and atrazine herbicide in drinking water sourced from the upper Detroit River, Ontario, Canada. Water Research 40: 2259-66.
Huber, M.M., S. Canonica, G.-Y. Park, U. von Gunten. 2003. Oxidation of Pharmaceuticals during Ozonation and Advanced Oxidation Processes. Environmental Science and Technology 37: 1016-24.
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66
Ternes, T., M. Bonerz, and T. Schmidt, 2001. Determination of neutral pharmaceuticals in wastewater and rivers by liquid chromatography-electrospray tandem mass spectrometry. Journal of Chromatography, A 93 8: 17 5-85.
Vieno, N.M., H. Haerkki, T. Tuhkanen, and L. Kronberg. 2007. Occurrence of Pharmaceuticals in River Water and Their Elimination in a Pilot-Scale Drinking Water Treatment Plant. Environmental Science & Technology 41: 5077-84.
Waldemer, R.H. and P.G. Tratnyek. 2006 Kinetics of Contaminant Degradation by Permanganate. Environmental Science and Technology 40: 1055-61.
Wang, C., H. Shi, C.D. Adams, S. Gamagedara, I. Stayton, T. Timmons, andY. Ma. 2011. Investigation of Pharmaceuticals in Missouri Natural and Drinking water Using High Performance Liquid Chromatography-Tandem Mass Spectrometry. Water Research 45:1818-28
Westerhoff, P., Y. Yoon, S. Snyder, and E. Wert, 2005. Fate ofEndocrineDisruptor, Pharmaceutical, and Personal Care Product Chemicals during Simulated Drinking Water Treatment Processes. Environmental Science and Technology 39: 6649-63.
Zwiener, C., and F.H. Frimmel, 2000. Oxidative treatment of pharmaceuticals in water. Water Research 34: 1881-5.
APPENDIX A.
ADDITIONAL INFORMATION ABOUT PPCP OCCURRENCE
68
Total ion chromatogram of pharmaceutical compounds in positive ionization mode:
u
U ti
U ri 9
I.Crl
:.ft .
t .C'tl I llt'l'l ,)lllll\01'"~' 1\
Ur i ') \\,\l~' ll)('
l .(t l 1 ~ lllh'l)ll)\\' II)
Uri -l \\t(i~·m~· ..
!.Col 5 trnn~· tlll'l 'l'lm &
~ 4
l.lrl 5 6 b S\tl(,um•th~'~·IZ\''~'
f 7 Utt ,. trh:m I
l.lrl I 8 ~·.u·h,un.tz~'l'l l\~' ICr l
0 <) ~'SII\hll(ll
: .hi
3 10 ~·thr II\' l l'SII\Idt~'l : ( tl 8 l.lr l
I.( I I 2
10000 l, 00
\_ -I : ) I ' ' l • t 10 II ll I ) II II II tl II I' :o ll .. :I l l
Tt-U,h lt
69
Total ion chromatogram of pharmaceutical compounds in negative ionization mode.
·~· I 1 W)'l'll JIIHll' ..0•
Mit. 2 4 1 dlllthnl· ,\fad
w~•
,. ... u.
I J l'Sinol
.J a hu l'l'll l l'll
~· 5 s l'SII'\l lh' Ult•
;:,:t • (l lndll an
:::. :. ... ... ~· :!-
:.: ~ . ..
Q
3
I I 6
I 1.8t •
·~~ · ..... ~~· 1!)6 i
&«00
(n:IU/
1
I 6(00.0
~ I I~ OJ)
.. _ I : ) • $ " r 8 I) II 1: I) .. 1$ I ) r. 6 U• ::0 :I :: ::I
The composition of water sources in the occurrence study.
The composition of water sources in the occurrence study
• River
• Reservoir
• LJke
• UnconsolidJted well
• Ground wJter
Deep well
70
71
The pharmaceuticals levels in untreated water samples (ng/L). (Winter)
100.00
90.00
80.00 River ::; "M 70.00
• Surf~< e w~ter c - 60.00 c 0 ·;;
50.00 ~£_well 111 .... ... c 40.00 Ql Oii<omolid~ted well _ u c ~~~~~ ground w~ter 0 30.00 u
---.:;.__ -------20.00
10.00
0.00
72
The pharmaceuticals levels in treated water samples (ng/L). (Winter)
70.00
60.00 -::;-tio 50.00 c -------------~
c 40.00 0
·p , --------.J!!..i\!lf~CE'W~ter
~----------· --------... ... c 30.00 C1l -u c 20.00 0 u
10.00
The pharmaceuticals levels in untreated water samples (ng/L). (Summer)
60.00
:I 50.00 ....... Qll c: .... c: 0 ... 1\1 .. ... c Ill u c 0 v
40.00
30.00
20.00
10.00
0.00
...------------~~------ River ~~-----------T--l------_:surtM.._e-1-'la-t~-r ~~~~=-
f JITIIr ------.J..!JOeeJl weu - -----
73
The pharmaceuticals levels in treated water samples (ng/L). (Summer)
20.00
::; lio 15.00 r:: -r:: 0 . ., ~ 10.00 r:: ~ r:: 0 u
---• River
• Sur fa ct> water
--- - ..-o~epwcll
74
--
The pharmaceuticals levels in Mississippi river from February to June 2009 (ng/L).
50
45
40 35
:::1 30 'tio c 25 c 0 20 ... Ill
15 .. ... c QJ 10 u s:: 0 5 u
0
,.,..-....... /
~ ,..../---------~ ~ / .·
// / /' / _,
~---/ _.-· .,., ,.. ,..... . / / /' / /
./ / ,
-1 t.llsslsslppl River Feh-Raw
1 t.tlssisslpj>l River Atlr·Rdl't
I t.tlssilllpj>l River May-Raw
I Mllliii iJllll River Jun-Raw
1 t.tllllllit>lll River Feh-Fin
75
76
The pharmaceuticals levels in Reservoir from February to June 2009 (ng/L).
• R~eo voir F eh -Raw • Reservoir Apr-Raw
160 • Reservoir May-Raw • Reservoir Jun ·Raw
140 • Reservoir Feh-Fin Reservoir Apr-Fin
::;- 120 - - Reservoir May-Fin Reservoir Jun-Fin ...... 00 c c 100 0 ...
80 <11 ..... ... c Gl
60 v c 0 v
40
20
0
- ----- -/\ - -- -- ------
~
The pharmaceuticals levels in Missouri river from February to June 2009 (ng/L).
so
4 5
40 :::i' 'ba 3 5 .:. g 30 ·~ ~ 25 ~
"' ~ 20 s 15
10
5
0
----• Mlnourl Rlvf.>r Fei>·Rd\'1
• Mlnourl Rjyer Apr·Rd\'1
• MI«Otu'l Rlvf.>r Mdy·Rd\'1
• Mh.~ourl Rlv~r Jun-Ra\'J
• Ml«ourl Rlvf.> r Feh -fh>
• Ml«ourl River Apr-Fin
- l\11«otnl River Mdy-fln
Ml«ourl RlverJun·fJn
77
APPENDIX B.
PESTICIDE STUDY
79
Investigation of Oxidative Degradation of Molinate
in Various Oxidation Treatment Systems by Using liquid chromatography- tandem
mass spectrometry
ABSTRACT
Thiocarbamate pesticides, which are widely used in agriculture, have attracted
considerable attention because of their impact on people's health and adverse effect on
environmental safety. In this study, the removal efficiency of molinate by various
oxidants and identification of the de gradate of molinate in water at different oxidation
treatment conditions were investigated using LC-MS/MS. The oxidants tested were, free
chlorine (FC), monochloroamine (MCA), UV radiation (UV), chlorine dioxide (Cl02),
permanganate (Mn04-), ozone (03), and hydrogen peroxide (H202). Hexahydro-1-H
azepane-1-carboxylic acid was detected as being a major degradate of molinate after its
treatment with free chlorine and ozone, while no degradates were present after treatment
by other oxidants. Kinetic results for a typical free chlorine degradation indicated that the
reaction of molinate with free chlorine was extremely fast. Hexahydro-1-H-azepane-1-
carboxylic acid, the molinate degradate, showed more resistant to free chlorine in the
same treatment. A possible degradation pathway of molinate is proposed.
Keywords:
Molinate; Oxidation degradates; Hexahydro-1-H-azepane-1-carboxylic acid;
HPLC/MS/MS.
80
INTRODUCTION
Molinate (S-ethyl perhydroazepane-1-carbothioate) is a herbicide, in the
thiocarbamate chemical class, that controls the water weeds in rice paddies around the
world. Molinate is one ofthe most welcome herbicides in the rice plant area because it is
much easier to use than other herbicides. In California, over 95% of acreage was treated
with molinate in 1989, and approximately 60% of that acreage was still being treated
with molinate in 1997 [1]. In 1997, the amount of molinate applied during the 6-week
spring period in California totalled 1.3 million pounds [2]. This large amount of molinate
usage has generated a lot of concern about the potential adverse impact on human health
and environmental safety. Since the 1970s, several toxicity studies have been conducted
to prove that molinate is toxic to the reproductive systems ofrats and even has an effect
on the ovaries of these rodents [3]. These studies have led to more extensive
investigations of other organs and systems that found that molinate is toxic to the nervous
system and is possibly carcinogenic as well [4].
Due to the harmful effects of molinate on animals and its potential adverse effect
on human, some studies have been conducted to determine the occmTence of molinate in
the environment and its degradation pathway under ce11ain systems. Several gas
chromatographic methods have been developed to study the occmTence of molinate in a
variety of environmental samples [5-8]. The photodegradation ofmolinate in water has
also been investigated, and 4-keto derivative was found to be the predominant degradate
[9, 1 0]. The degradation pathway of molinate in plants has also been repmted, and
several degradates have been identified [11], including lH-Azepane, 1-
[ ( ethylsulfinyl)carbonyl]hexahydro-, 1 H-Azepane-1-carbothioic acid, hexahydro-4-
81
hydroxy-, S-ethyl ester, 1H-Azepane-1-carbothioic acid, hexahydro-2-oxo-, S-ethyl ester,
1 H-Azepane-1-carbothioic acid, hexahydro-4-oxo-, S-ethyl ester. The major metabolic
pathway of molinate degradation in laboratory rats has involved sulfoxidation and
conjugation with glutathione [12]. The oxidative metabolism ofmolinate in humans was
mainly mediated by cytochrome P-450 [13]. The pathway of mineralization of molinate
by a mixed culture of five bacteria was also recently reported [14]. However, information
about the oxidation pathway of molinate in the water treatment process is very limited.
Several occurrence studies have shown that high concentrations of molinate were
detected in different water samples, including four rivers in Japan [6], rain samples from
Greece [15], and ground and surface waters from several countries [15-19]. All of the
occurrence studies indicated that molinate contamination exists in natural water systems.
Therefore, assessments of the removal of molinate by various oxidation systems become
very impm1ant in providing information of value for drinking water and waste water
treatment processes. However, no extensive study has been conducted to date to provide
such information.
In this paper, the efficiency of molinate removal under different treatment
conditions, using various oxidant systems, was investigated and quantified. A new
oxidation de gradate was observed and confirmed by liquid chromatography- UV /mass
spectrometry (LC-UV/MS) and liquid chromatography- tandem mass spectrometry (LC
MS/MS). This finding can be impot1ant because the disinfection process could make the
situation even worse due to the formation of more toxic degradation products. Based on
our study, a predicted degradation mechanism ofmolinate in the oxidation processes is
proposed.
82
MATERIALS AND METHODS
Reagents and chemicals. Molinate (99.0% CAS: 2212-67-1), formic acid (96%,
ACS grade), sodium hypochlorite solution (available chlorine 3 4%), and hydrogen
peroxide solution (30%) were purchased from Sigma-Aldrich (St. Louis, MO, USA).
Methanol (optimal grade), acetonitrile (HPLC grade), ammonium chloride (certified ACS,
99.5%), sodium phosphate (dibasic, 99%), and potassium permanganate (ACS reagent)
were purchased from Fisher Scientific (Pittsburgh, P A, USA).
A molinate stock solution was prepared in methanol at a concentration of2643.3
11g mL-1, and then diluted to 1000 11g mL-1
, as stock solution 2. Both stock solutions were
stored in a freezer during the experiment. Further spike solutions were prepared from
stock solution 2, depending on the pmticular experiment. All experiments were carried
out at room temperature (25 ± 1 °C). The pH values were measured by an Accumet
AccuCap combination pH electrode from Fisher Scientific (Pittsburgh, P A).
Instruments. The HPLC-UV /MS analysis of molinate and its oxidation de gradate
were carried out by the Hitachi M-8000 LC/3DQMS system, coupled with a UV detector
and an electrospray ion source. A Perkin Elmer series 200 HPLC coupled with an
Applied Biosystem API 4000 Q triple quadrupole mass spectrometer was used to confirm
the structure of an oxidation de gradate of molinate. A Phenomenex Synergy 4u Fusion
RP HPLC column (150 x 3.0 mm i.d., 4 11m) was used to separate molinate and its
degradate with a typical flow rate of0.5 mL min-1 during the whole experiment. Mobile
phase A was composed of water with 0.1% formic acid, while mobile phase B was
acetonitrile. The HPLC separation procedure included two parts: ( 1) cln·omatographic
condition one was for the molinate parent with an isocratic composition of mobile phase
A to B at 55 to 45%, and (2) chromatographic condition two was for the degradate with
an isocratic composition of mobile phase A to B at 80 to 20%.
83
The Hitachi electrospray ion source parameters were optimized as follows: ESI
probe voltage, focus voltage, drift voltage, and detector voltage were set at 4000, 25, 30
and 450 V, respectively. The assistant gas heater temperature, desolvator temperature,
aperture 1 temperature, and aperture 2 temperature were set at 180,200, 160, and 120°C
respectively. Nitrogen sheath gas was set at 300 kPa.
For the MS/MS study of molinate and its de gradate by an API 4000 Q trap triple
quadrupole mass spectrometer, a positive ion electrospray mode was chosen for the
ionisation source and a Multiple Reaction Monitoring (MRM) scan was applied. The first
quadrupole was used to monitor the precursor ion (M + Ht at m/z 188 amu, and the third
quadrupole was used to monitor the quantification ion (M +H)+ at m/z 126 amu and the
identification ion at m/z 83. 'Unit' resolution was set for both Q1 and Q3 during the
whole experiment and the dwell time for each MRM scan was 150 ms. The ion source
temperature was set at 700°C with an ion spray voltage of 4000 V. The nebulizer gas,
auxiliary gas, and curtain gas were 413, 551, and 206 kPa, respectively. The declustering
potential and entrance potential were maintained at 46 and 10 V. The collision energy
and collision cell exit potential were set at 21 and 8 V for the quantification ion m/z 126
and 25 and 6 V for the identification ion m/z 83.1 respectively.
Free chlorine (FC) oxidation system. Free chlorine solutions of desired
concentrations were diluted from a sodium hypochlorite solution and stored in the dark
for later use. Accuvacs, obtained from the Hach Co. (Loveland, CO, USA), with the Hach
DPD Method 8021 were used to measure the concentration of free chlorine every time
84
before use. A 500-J.tL aliquot ofmolinate stock solution (10 mg mL-1 in methanol) was
spiked into a 100-mL Pyrex glass bottle (served as a reactor). Methanol was evaporated
in the hood at room temperature, followed by the addition of 49 mL of Mill-Q water.
After thorough mixing using a vmtex, 1-mL aliquot offree chlorine (5 mg mL-1 in Mill
Q water) was spiked into the reactor to allow both the molinate and the free chlorine to
reach a I 0 mg L-1 concentration. The solution was mixed well with the vo11ex again. The
bottle was wrapped with aluminium foil and kept in the dark. The mixed sample was
shaken for 2 hr on an orbital shaker for a reaction, followed by an injection to the HPLC
system coupled with UV and mass spectrometer detectors.
The concentration-time experiment was conducted by spiking a desired free
chlorine stock solution into the molinate in a reactor to reach an initial concentration of
1.61 mg L-1 for the free chlorine and 3.69 mg L-1 for the molinate. This reactor was
wrapped with aluminium foil and shaken on an orbital shaker. Samples were collected
and quenched using ascorbic acid before being injected into the HPLC-UV /MS system
for analysis at intervals of 0, 10, 20, 30 and 40 min.
Ozone oxidation system. Gaseous ozone was generated from an ozone generator
(Model GLS-1 PCI-WEDECO, Environmental Technologies, West Caldwell, NJ, USA)
using compressed oxygen. Ozone gas was bubbled out from a diffuser into Mill-Q water
to form a saturated ozone solution for immediate use. Concentration of the ozone solution
was measured by a Cary 50 Cone UV-Visible Spectrophotometer (Varian CO, Australia)
at 260 nm immediately after sampling, with the Mill-Q water served as a blank. Ozone
oxidation of the molinate was performed in both a pH 6.6 and a pH 8.6 NaH2P04 buffer
with three different ozone dosages. After the molinate was spiked into the reactors,
different volumes of the saturated ozone solution were added into these three reactors.
The final concentrations were 21.1 mg L-1, 15.8 mg L-1
, and 10.5 mg L-1 for the ozone
and 10 mg L -I for the molinate. This reaction lasted for 4 lu on the orbital shaker,
followed by injection into the HPLC system coupled with UV and mass spectrometer
detectors.
85
Chlorine dioxide (Cl02), monochloroamine (MCA), permanganate (Mn04-) and
hydrogen peroxide (H202) oxidation systems. Gaseous chlorine dioxide was generated
from a CDG Bench Scale chlorine dioxide generator by solid sodium chlorite (CDG,
Bethlehem, PA). Chlorine dioxide gas, that was bubbled out from a diffuser into Mill-Q
water to form a saturated chlorine dioxide solution, was stored in the dark for later use.
The concentration of the chlorine dioxide solution was measured at 359 nm by a Cary 50
Cone UV-Visible Spectrophotometer (Varian CO, Australia) every time before use.
Monoch1oramine was created from the reaction of the sodium hypochlorite
solution and the ammonium chloride solution, with a molar ratio of I : 1.05 [20]. During
the reaction, the pH value was controlled above 9 using pre-adjusted phosphate-buffered
Mill-Q water. The final stock solution had 5% excess ammonia, so there was no free
chlorine in the solution. The concentration of the monochloramine stock solution was
measured by Accuvas with the Hach DPD Method 10200 for nitrogen, free ammonia, and
chloramine (mono).
Proper amounts of potassium permanganate solid crystal were directly dissolved
in Mill-Q water and then diluted to desired concentrations. The concentration of the
potassium permanganate was measured by Accuvacs with the Hach DPD Method 8167.
86
An oxidation reaction was started by spiking a proper amount of the oxidant stock
solution to reactors of the molinate working solution to reach a final concentration of 10
mg L-1 for both the oxidant (3% for H202) and the molinate. The reactions were stopped
after 4 hr on an orbital shaker, followed by injection into the HPLC-UV/MS system.
Ultraviolet radiation (UV) oxidation system. UV radiation was generated by a
254-nm Pen Ray 1 W low-pressure mercury-vapor lamp (Model 90-0004-01, UVP Inc.,
Upland, CA). The diameter of this lamp was 0.9 em and the length was 9 em. All non
submerged parts of the lamp were covered by Teflon tape to prevent radiation from the
sample liquid. Four identical amble glass vials, with a diameter of I. 9 em, served as
reactors. Experiments were carried out by placing a lamp in the middle of the vials which
contained 5 mL of2 mg L-1 molinate in NaH2P04 buffer for 2, 25, 45, and 90s. A small
stirring bar was put in each vial to thoroughly mix the sample buffer during the whole
exposure process. The experimental dosage was calculated to make certain that the
fmthest point from the lamp receiveed the desired dosage. In this study, the UV dosages
were from 134-6030 mW•s cm-2•
RESULTS AND DISCUSSION
HPLC-UV!MS ofmolinate and identification of its degradate. A chromatogram of
molinate is shown in Fig. I a, under chromatographic condition one, and the mass
spectrum of the molinate standard shows that the mass to charge ratio (m/z) of molinate
was 188 (Fig. I b). After the molinate standard was oxidised by various oxidants, the
mixture that contained molinate and its degradate was injected into the HPLC-UV/MS
system for analysis. An unknown degradate was detected after oxidation by free chlorine
87
and ozone. A new chromatographic condition (condition two) was then developed to
separate the molinate and its degradate (as shown in Fig. 2a, b under chromatographic
condition two). Hitachi ion trap HPLC-MS was used to identify the degradate of molinate
with a mass to charge ratio of 144. The mass spectra of the degradate fi"Om the free
chlorine oxidation system and the ozone oxidation system were identical (Fig. 2c). Based
on the total ion chromatogram and mass spectrum of free chlorine and ozone oxidation
degradate ofmolinate, the structure of the oxidation degradate ofmolinate was proposed
to be 1 H-Azepane-1-carboxylic acid, hexahydro-. This oxidation degradate was much
more stable to free chlorine than its parent. Unfortunately, the standard of this oxidation
degradate was not commercially available for fi.uther identification.
An AP14000 Q-trap LC triple-quadrupole mass spectrometer, with a Turbo Spray
ionisation source, was used to confirm the oxidation de gradate of molinate. Two ion pairs
were chosen for the molinate parent: 188/126 was for the quantification and 188/83 was
for identification. The detection limit was 0.10 mg L-1. After injection of a sample
oxidation mixture into the LC-MS/MS, a strong signal at m/z 143.8 was observed in the
mass spectrum, which indicated the molinate oxidation degradate. This result matched
the data from the Hitachi ion trap HPLC-MS (as shown in Fig. 3).
88
L (a) 30
Blank
20
> 10 Molinate -----+ " .. ~ ~~ Control u~
" a 0 ...
-10 .-. Degradate Molinate ~ Sample
- 20
0 3 4 5 6 7 8 9 10 11 12 13 14 15 Retention Tirre (min)
RT: 11.158_12.148 min Bl: m/z 1881nt19720 AT: 100 ms ESI+ DV: lOV
"' "' 20000 (M+1)+ ...
(b)
15000 .. ~ ll
10000 " " c H
"' 5000 ~
0
120 130 140 150 160 170 180 190 200 2 10 220 230 240 2 50 M0.33 (ro/ z)
Figure 1. (a) LC- UV chromatograms of blank, control (standard molinate), and oxidation degradate of molinate under chromatographic condition 1. (b) Mass spectrum ofthe molinate standard (MW: 187).
:,;
" ~ ' :,
.,, I
., 10
"' -,,, -
(a)
\ Oogradato
" 10
Mo lin to st <tndnrd
.o 10
~ Samplo
1
Blank ]
r•~I~[' '' ' I':. ,J •. .,. , , ,f""' 'l'" 'lm ' l ''' '('~~"l'~T ............ "T....,.. '' "r'' 'l' ' 'T '" I" ' 'I" ' ' I '''' ( '''' I' '-('"'I""(' '''I~J • n I U t l l l 1 l 14 1•
. -t- .... ,. , ... ,. 1 \ • "" 19'\\ t\t
l OOC'tJ') -l !~)) I • Oegrodate (b) , ,~,.,
l , ~ .. _,:;)
l i t<>>)
l ~t<->l -OC(>))
' t<no) -
' >)
:co»> '~-~
Control
1 ·"'-~t~~~"'.w.\~~\-\Ni/"".~"·' l-r.jt...,..,.\v.~rJ .,,.,_., ~"'4,•,,t¥N'·A~ \~, . 0
· It())) Blank
~;, "1,-JJI )• •{•'' I , 11 , • ' ' ' I I l • ' ' 1
,. , ·~I I :J ~~..,·~~· ~,.~·-r• ~· r1 ~'~""' "T' ,~•Tt--:--1 ~· ""'' ,,.,, lr-·r-r-r-r-..,...1~·-r-~·~·..,.,....·r
' l Q l l I : ~ ) li I'· 1 f
AT: 5.150_6.230 min Dl: m/Z 1441nl5510 AT: 500 ms ESI• DV: JOV
t OOO ~
sooo
1000
- -- (M+1)+ (c)
120 UO 110 150 160 110 180 1$0 200 210 220 2 l 0 H O 250 1'14~.3 ( n/ t.)
89
Figure 2. (a) LC- UV chromatograms of blank, control (standard molinate), and oxidation de gradate of molinate under chromatographic condition 2. (b) Total ion chromatograms of blank, control (standard molinate) and oxidation degradate of molinate under clu·omatographic condition 2. (c) Mass spectrum for oxidation degradate of molinate by free chlorine and ozone.
90
3.6e4 143.9
3.4e4
3.2e4
3.0e4 oy''-/' 0~/··t
FC, Ozone Oxidation 2.9e4 0 0 2.6e4
2.4e4 Molinate 1H·Azeplne-1-earboxy1 1e acid, hexahydro-
2.2e4 MW: 187 MW: 143
I ~ 2.0e4 u
i- 1.8e4 ~ ~ 1.6e4 £
1.4e4
1.2e4
1.0e4
9000.0 117.2
6000.0 96.2 126.2 102.8 116.
4000.0 94 99.2 129.0
2000.0 76.2
~0 76 eo 95 90 95 105 110 140 146 mlz. •mu
Figure 3. (a) Mass spectrum of the degradation product of molinate by using API 4000 triple quadrupole mass spectrometer. (b) Product ion scans of the degradation product using API 4000 triple quadrupole mass spectrometer.
Quantitative results of the oxidation of molinate using several oxidation systems.
The quantitative studies depicted in Table 1 show that the percentage of molinate removed
by various oxidants had changed significantly. The data demonstrated that molinate can
only be oxidized by free chlorine and ozone, while other oxidants do not show significant
removal (£ 7%). The reaction of molinate with free chlorine was quite fast; 10 mg L - t of
molinate were totally removed by 10 mg L - I of free chlorine within two hours. UV
91
radiation did not show any significant removal under a pH= 8.6 condition, with a dosage
range of 134-6030 mW•s cm-2.
Based on the data in Table l, ozone oxidation of molinate was pH dependent;
molinate was easier to be oxidised and removed in acidic pH rather than an alkaline
condition. The data also demonstrated that removal of molinate by ozone was not
significantly dosage dependent. It showed that the percentages of removals of molinate
at pH 8.6 for 4 hr were about the same as by using a low dose, a medium dose, and a high
dose of ozone.
Experimental results of a concentration-time study of the free chlorine oxidation
system. Due to the strong oxidation ability of free chlorine to molinate, a concentration
time experiment was necessary to determine the detailed degradation process of molinate
by free chlorine. Since the standard of the oxidation de gradate was not available, and
only one major degradate was observed in the LC-UV chromatogram and total ion
chromatogram in LC-MS, it was assumed that molinate was stoichiometrically oxidized
to only one oxidation degradate in 21u·s. The reason for this assumption was that
molinate was undetectable after 2 lu·s and the peak area of molinate de gradate remained
constant at about the same peak area as that of molinate. It was also found that the free
chlorine oxidation of molinate was fast and its oxidation degrade was more stable than
that of its parent compound. Therefore, after appropriate amounts of free chlorine were
spiked to the 2, 3, 4, and 5 mg L-1 of the molinate standard solution, and followed by a 2
hr reaction, a pseudo-calibration curve of molinate de gradate was made by measuring the
peak area of the molinate degradate. In this case, the concentration of the molinate
de gradate we measured served as the real concentration of the oxidation de gradate
92
because of its molecular stability. The sum of molarities of molinate and the oxidation
degradate in the experiment (as shown in Fig. 4) was >87% of the spiked concentration of
molinate in the 40 min oxidation experiment. It was found that at each time interval that
was studied, the sum of the measured molinate concentration and the calculated
concentration of the molinate degradate was almost the same. This result, combined with
the linear curve of the molinate degradate, indicated that our assumption was correct. The
trend line also demonstrated that molinate was quickly oxidized in the first 10 min, and
then reached an equilibrium state with the degradate, as significant drop of free chlorine
concentration.
Table 1. Quantitative results of molinate oxidation using different oxidants
Reaction Conditions
High ozone dosage (21.1 mg/L), pH6.6, 4 h
Medium ozone dosage (15.8 mg/L), pH6.6, 4 h
Low ozone dosage (10.5 mg/L), pH6.6, 4 h
High ozone dosage (21.1 mg/L), pH8.6, 4 h
Medium ozone dosage (15.8 mg/L), pH8.6, 4 h
Low ozone dosage (10.5 mg/L), pH8.6, 4 h
Free chlorine (10 mg/L), 2 h
MCA (10 mg/L), 4 h
Cl02 (10 mg/L), 4 h
Percentage molinate removal
41.9
32.6
33.8
17.3
18.8
19.7
100
7.0
6.7
93
~.b ~. b
3 3
E' /.n 7.. f'i __-<> I' / Q. ,..---- //
.9: // 2 c 2 0
0 // R' = 0.9029 u ·~ I // u .... 1.5 / 1.5 c 1: 'T Q)
// (,) slop•=O 06J5 min·• IS u
---- -- 0. [j
0 I I I I I I I I 0 0 5 10 15 20 25 30 35 40 45
Time/min ---.-concentration of ~t·t,; ~Concentration of ltolinat ~
-lr-Concentr•t ion of llolin.,.te des•·.,.d:ote _._Total of llolinate :>nd ito desr<>d:>te
:r Jn(C/CO)
Figure 4. Concentration-Time curve for FC oxidation of molinate.
ACKNOWLEDGMENTS
This work was funded by the American Water Works Association Research
Foundation (Project #3170: Pesticide Degradates in Water Treatment: Oxidative
Formation and Pa11itioning Parameter Estimation). The authors thank Alice Fulmer
(AwwaRF Project Officer), and the project advisory committee consisting of Dr. Wayne
Koffskey (Jefferson Parish Water Quality Laboratory, Louisiana), Dr. Michelle Hladik
(USGS, California), and Dr. Alistair Boxall (Central Science Laboratory, York, UK) for
their comments and suggestions. The opinions expressed in this work do not necessarily
reflect those of the sponsor.
94
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96
VITA
Chuan Wang was born on April30, 1984 in Pingdingshan, Henan Province,
People's Republic of China. In 2000, he joined Department of Biological Engineering,
Jimei University, Xiamen China. He received scholarships throughout four years of study
in Xi amen. He graduated with a Bachelor of Engineering in Food Science and
Technology from Jimei University in 2006.
In 2006, Chuanjoined Dr. Yinfa Ma's group at the Missouri University of
Science and Technology, Rolla, Missouri for his Ph. D. in Analytical Chemistry. During
his graduate study, he held a Graduate Research Assistantship and Graduate Teaching
Assistantship in the Chemistry Department. His research mainly focuses on GC, LC and
MS application on Emerging Contaminants including PPCPs, pesticides and nitrosamines.
His Ph. D. degree was awarded in May, 2011.