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_____________________________________________________________________ * Shadung John Moja (Corresponding author) Department of Environmental Science, University of South Africa. Present Address: P.O. Box X6, Florida, 1710, South, Africa, Work: (+27) 011 471 3878; Fax: (+27) 011 471 2866; E-mail: [email protected] or [email protected] Received August 6, 2012 Determination of polycyclic aromatic hydrocarbons (PAHs) in river water samples 1 from the Vaal Triangle area in South Africa 2 3 SHADUNG J. MOJA 1* , FANYANA MTUNZI 2 and XOLISWA MADLANGA 2 4 5 6 1 Department of Environmental Sciences, Florida Campus, University of South Africa, 7 P.O. Box X6, Florida, 1710, South Africa 8 9 2 Department of Chemistry, Faculty of Applied and Computer Sciences, Vaal University of 10 Technology, Private Bag X021, Vanderbijlpark, 1900, South Africa 11 12 ABSTRACT 13 14 PAHs are fused ring aromatic pollutants some of which are highly carcinogenic to 15 humans and are persistent in the environment. The objective of this study was to develop 16 a suitable extraction method for PAHs from river water samples, identify and quantify the 17 individual compounds. 18 An optimized reverse solid phase extraction (SPE) method was used after conditioning 19 the sorbent to extract and preconcentrate compounds of polycyclic aromatic 20 hydrocarbons (PAHs) in river water samples. The following ten compounds were 21
23

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Page 1: Determination of Polycyclic Aromatic Hydrocarbons (PAHs ...

_____________________________________________________________________ * Shadung John Moja (Corresponding author) Department of Environmental Science,

University of South Africa. Present Address: P.O. Box X6, Florida, 1710, South, Africa,

Work: (+27) 011 471 3878; Fax: (+27) 011 471 2866;

E-mail: [email protected] or [email protected]

Received August 6, 2012

Determination of polycyclic aromatic hydrocarbons (PAHs) in river water samples 1

from the Vaal Triangle area in South Africa 2

3

SHADUNG J. MOJA1*, FANYANA MTUNZI2 and XOLISWA MADLANGA2 4

5

6

1Department of Environmental Sciences, Florida Campus, University of South Africa, 7

P.O. Box X6, Florida, 1710, South Africa 8

9

2Department of Chemistry, Faculty of Applied and Computer Sciences, Vaal University of 10

Technology, Private Bag X021, Vanderbijlpark, 1900, South Africa 11

12

ABSTRACT 13

14

PAHs are fused ring aromatic pollutants some of which are highly carcinogenic to 15

humans and are persistent in the environment. The objective of this study was to develop 16

a suitable extraction method for PAHs from river water samples, identify and quantify the 17

individual compounds. 18

An optimized reverse solid phase extraction (SPE) method was used after conditioning 19

the sorbent to extract and preconcentrate compounds of polycyclic aromatic 20

hydrocarbons (PAHs) in river water samples. The following ten compounds were 21

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identified and quantified with a High Performance Liquid Chromatography (HPLC): 22

naphthalene (Naph), acenaphthylene (Ace), phenanthrene (Phe), anthracene (Anth), 23

fluoranthene (Fluo), benzo(b)fluoranthene (BbFl), benzo(k)fluoranthene (BkFl), 24

benzo(a)pyrene (BaPy), dibenzo(a,h)anthracene (DiAn) and indeno(1,2,3-cd)pyrene 25

(InPy). 26

An LC-18 sorbent showed good recoveries after extracting PAHs standard mixture of 1.0 27

mg/L. The best performing eluting solvent was acetone and very good percentage 28

recoveries that ranged from 97.17-101.18% were obtained for seven compounds. Poor 29

recoveries were also obtained for Fluo (1.03%), BbF1 (0.22 %) and BkF1 (0.7%). The 30

standard deviation ranged from 0.05 to 2.26 and the detection limits of less than 0.2 were 31

obtained. Average concentration ranges of PAHs identified within the study area were: 32

Naph (0.0339 – 0.0382 mg/L) at the Klip river site; Ace (00815 - 0.0828 mg/L) at Vaal 33

river, (0.0538 - 0.0591 mg/L) at Klip river and (0.001 – 0.0073 mg/L) at Vaal barrage; 34

Phe (0.0214 - 0.0263 mg/L) at Vaal river, (0.0487 - 0.0521 mg/L) at Klip river and 35

(0.3837 - 0.4373 mg/L) at Vaal barrage; Anth (0.0073 - 0.0092 mg/L) at Vaal river, 36

(0.3582 - 0.4072 mg/L) at Klip river and (0.3457 - 0.4022 mg/L) at Vaal barrage; Fluo 37

(0.0985 - 0.1205 mg/L) at Vaal river, (0.0552 - 0.0593 mg/L) at Klip river and (0.1321 – 38

0.1612 mg/L) at Vaal barrage; BbFl (0.0681 - 0.1151 mg/L) and InPy (0.2561 ± 0.3067 39

mg/L) at Vaal barrage sites only. Benzo(k)fluoranthene, benzo(a)pyrene and 40

dibenzo(a,h)anthracene were not detected. The obtained data will be useful as baseline 41

information when similar studies are undertaken in the future and could also be useful to 42

policy makers. 43

44

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45

Keywords: Solid phase extraction, LC-18 sorbent, polycyclic aromatic hydrocarbons, 46

high performance liquid chromatography. 47

48

49

INTRODUCTION 50

51

Polycyclic aromatic hydrocarbons (PAHs) are fused ring aromatic compounds classified 52

by the number of carbon rings they possess. [1,2] They are highly lipholic and have 53

relatively low solubility in water. [3] PAHs have for many years attracted attention, 54

because some of them are highly carcinogenic or mutagenic. [4] The two and three ring 55

PAHs are non-carcinogenic, while several of the four, five and six ring PAHs are 56

carcinogenic. The US Environmental Protection Agency (EPA) has promulgated sixteen 57

(16) unsubstituted PAHs as priority pollutants. [5] Eight (8) of them are considered to be 58

possible carcinogens, namely: benzo(a)anthracene, chrysene, benzo(b)fluoranthene, 59

benzo(k)fluoranthene, benzo(a)pyrene (B(a)P), dibenzo(a,h)anthracene, indenol(1,2,3-60

cd)pyrene and benzo(g,h,i)perylene. [3, 6] 61

PAHs are found in air, soil, water, in many members of both animal and plant kingdoms, 62

marine and non-marine sediments and also in different kinds of food. [7] Most of them are 63

formed as a result of anthropogenic activities which include incomplete combustion of 64

organic substances during pyrolysis of organic materials due to some processes used in 65

the iron and steel industry, heating and power generation and petroleum. [8] It has been 66

estimated that 230 000 metric tons of PAHs enter the global environment annually from 67

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spills and seeps of petroleum, direct discharges from industrial/domestic sources, aerial 68

transport and biosynthesis. [1, 9,10] PAHs are more prevalent or concentrated near urban 69

centers. [11] Their fate is determined by their physico-chemical properties, especially 70

nonpolarity and hydrophobicity which are responsible for their persistence in the 71

environment. [3] 72

There are wide varieties of techniques that can be used to determine the concentrations 73

and prevalence of PAHs in different matrices. For the characterization and quantitation of 74

PAHs, capillary gas chromatography with flame ionization detection/photo-ionization 75

detection, [12] mass spectrometric detection (MS), [13] supercritical fluid chromatography, 76

[14] and high performance liquid chromatography (HPLC) using mass spectrophotometric 77

detection [15] or florometric detection, [16] have been used. In this paper, an HPLC coupled 78

to wavelength diode array detector and a UV detector was used. HPLC was preferred 79

since it gives excellent separation, good resolution and it is non destructive for the 80

selected PAHs. 81

Solid-phase extraction (SPE) is an extraction and pre-concentration technique that has 82

been used successfully when trace levels of organic compounds were characterized. [17-18] 83

Cartridges and disks consist of variable stationary phases, each of which is able to 84

separate analytes according to different chemical properties. In most cases, stationary 85

phases are made on silica that has been bonded to a specific functional group. These 86

functional groups include hydrocarbon chains of variable length (for reversed phase 87

SPE), quaternary ammonium or amino groups (for anion exchange), and sulfonic acid or 88

carboxyl groups (for cation exchange). [11] 89

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Therefore, the objective of the present study was to develop a suitable extraction method 90

for polycyclic aromatic hydrocarbons from river water samples and quantify the 91

identified compounds. 92

93

MATERIALS AND METHODS 94

95

Chemicals 96

97

About 1.0 mg of each of naphthalene, acenaphthylene, phenanthrene, anthracene, 98

fluoranthene,benzo(b)fluoranthene, benzo(k)fluoranthene, benzo(a) pyrene, 99

dibenzo(a,h)anthracene and indeno(1,2,3-cd)pyrene standard PAHs were dissolved in 100

1000 mL solvent to produce a 1.0 mg/L stock solution (obtained from Dr. Ehrnestorfer, 101

U.S.A.). All solvents used were obtained from Sigma-Aldrich S.A. Acetonitrile, methanol 102

and acetone solvents were of HPLC grade and the acetone was of analytical grade. 103

Double distilled water was also used. 104

105

Instrumentation 106

107

An Agilent 1100 Series HPLC (Agilent Technology Inc, S.A.) with a programmable 108

wavelength diode array and ultraviolet (on 254 nm) detectors were used. Operating 109

conditions were: run time = 35 min, sample volume = 20 µL, flow rate = 1 mL/min, 110

column temperature = 23oC (ambient), column = eclipse XDB-C18 column [4.6 mmID x 111

250 mm (5 μm) 80Ǻ], mobile phase = 25 % water and 75 % acetonitrile. 112

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113

Optimization of SPE sorbents and solvents 114

115

The following three 3.0 mL reverse solid phase extraction columns were used: Strata X – 116

500.0 mg (Phenomenox, USA), MFC18 – 500.0 mg and LC-18 – 500.0 mg (Sulpeco, 117

USA). The columns were arranged in a cartridge or syringe barrel form. [20] The cartridge 118

was made of polypropylene with a wide sample entrance and narrow exit openings or 119

frits. The sorbent material was packed at the base of cartridge towards the exit frit, which 120

held the sorbent in place. The exit frit was made from polyethylene of ± 20 µm pore size 121

and allows separation of mixtures to take place when transported by a solvent. 122

The sorbents were wetted and conditioned first with 5.0 mL methanol at 5.0 mL/min and 123

equilibrated with 5.0 mL ultra-pure water at 5.0 mL/min. Columns clean-up of the water 124

extracts were carried out using a 12-port SPE Visi-prep vacuum manifold (Sulpeco, 125

U.S.A.). A 10.0 mL blank solution was spiked with the standard solution containing 126

100.0 mg/L PAHs and was then loaded to the columns at a flow rate of 3.0 mL/min. The 127

lipophilic interferences were then removed by 5.0 mL of 10.0 % (v/v) methanol at 5.0 128

mL/min. Columns were dried under vacuum for 10.0 min and then eluted by passing 3 x 129

1.0 mL of eluting solvents at a flow rate of 1.0 mL/min (sorbents were soaked for 10.0 130

min with the elution solution before each elution). The eluates were collected into 2.0 mL 131

GC vial and made up to volume with the elution solutions before being analysed by an 132

HPLC. Care was taken that the surface of the sorbent in the column was not dry during 133

conditioning and loading of the sample extracts. The performances of methanol, 134

acetonitrile and acetone solvents were investigated to select the best elution solvent. The 135

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capacities of the three sorbent phases to retain or recover the analytes were also 136

compared. The breakthrough volume of different PAHs was determined using sample 137

blank. 138

139

Linear ranges and detection limits 140

141

A series of calibration standards ranging from 0.1 to 5.0 mg/L were prepared from the 142

stock solution. Detection limits for the instruments were taken as three times the standard 143

deviation of the lowest detectable concentration of PAHs from the mean of triplicate 144

analyses. 145

146

Application 147

148

Three sampling sites were selected based on socio economic activities taking place, 149

which include industrial operations, agricultural and tourism activities. The Vaal river 150

(29°4'15"°S, 23°38'10"°E / 29.0'70’’83°S, 23.6'36"11°E / -29.0'70"83°S; 23.6'36"11°E) is 151

1,120 km in length and forms the border between Mpumalanga, Gauteng and North West 152

Provinces on its north bank, and the Free State on its south. It then flows westwards 153

where it combines with the Orange river southwest of Kimberley in the Northern Cape. 154

Vaal river is the primary source of water for human usage, irrigation and industrial 155

activities within the region. [21] 156

The Klip river (26°35'0" °S, 28° 1' 0" °E) system is one of the catchment areas that drains 157

into the Vaal Dam. The Vaal barrage catchment (6°45′53″S 27°41′30″E / 26.76472°S 158

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27.69167°E / -26.76472; 27.69167) is a dam on the Vaal River near Vanderbijlpark and 159

forms a border between Gauteng and Free State provinces. This catchment supplies water 160

to Gauteng province, which contributes 37,6 % of the country's GNP and is a home to 161

18,1% of the population. [21] 162

Composite water samples were collected every Friday (7, 14, 21 and 28) in October 2011 163

per site. A sub-surface grab sampling method was followed where samples were collected 164

at 30.0 cm below the surface of the stream at 45 degrees angle to the direction of the 165

flow. Samples from the three points where mixed to produce a composite sample per site. 166

1.0 Litre amber bottles with caps were thoroughly cleaned with soap and water, rinsed 167

with tap water, then soaked overnight with dilute nitric acid (HNO3) solution, rinsed with 168

deionized water several times in the Laboratory. Bottles were further rinsed twice with 169

sample water before filing them at the sampling points. An organic modifier, 10.0 mL 170

acetonitrile was added to the samples before performing SPE procedures. Unspiked 171

samples (i.e. “blank” samples) were also processed, in an identical manner to the spiked 172

samples. Samples were transported to the Laboratory in a cooler boxes filled with ice. 173

The samples were then stored in the freezer at 5˚C until they were used. 174

175

RESULTS AND DISCUSSION 176

177

Sorbent material, solvent choice and break through solvent volume 178

179

The relative performances of MFC-18, Strata-X and LC-18 sorbent material in retaining 180

standards PAHs compounds are shown (Figure 1). An LC-18 sorbent produced good 181

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recoveries after extracting PAHs standard mixture of 1.0 mg/L. Both LC-18 sorbent and 182

PAHs analytes are nonpolar and interact with water hydrophobically. [4] 183

The choice of the solvent is an important parameter in any organic compound extraction 184

process since the extraction efficiency depends on the solvent nature. The performances 185

of eluting solvents between methanol, acetone and acetonitrile relative to chosen LC-18 186

sorbent are shown (Figure 2). Both acetone and acetonitrile were found to be the best 187

performing eluents and several similar studies used acetonitrile successfully. [17-18] In this 188

study, acetone was chosen because of its non-polar character, it’s cheaper and easily 189

accessible than acetonitrile. 190

The break through volume of the extracting solvent was optimized by evaluating the 191

extracting and recovering efficiencies from 1.0 mg/L PAHs standard solution with the 192

following volumes of the extractant: 10.0, 50.0, 100.0, 500.0 and 1000.0 mL. A 100.0 193

mL volume of the extractant solvent was found to be more efficient (Table 1). There was 194

no significant difference among extractive efficiencies with 2.0, 4.0, 6.0 and 10.0 mL of 195

acetonitrile solvent when determining PAHs in kerosene and bio-kerosene soot. [17] 196

197

Linear calibration curves were obtained with linear ranges from 0 to 5.0 mg/L for 198

napthalene and acenaphthylene, 0 – 1.0 mg/L for the eight other PAHs compounds (Table 199

2). Very good correlations were obtained with R-values ranging from 0.999-0.9994 200

during the standard calibration process. Good percentage recoveries that ranged from 201

97.17-101.18% were obtained for seven compounds. Poor recoveries were also obtained 202

for Fluo (1.03 %), BbFl (0.22 %) and BkFl (0.7 %). The standard deviation ranged from 203

0.05 to 2.26 and the detection limits of less than 0.2 mg/L were obtained. 204

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An HPLC chromatogram of ten narrow and well-separated compounds of the PAHs 205

standard mixture with LC-18 fused silica sorbent is shown (Figure 3). Peaks appeared at 206

the following retention times: Naph: 6.881 min; Ace: 7.518 min; Phe: 9.608 min; Anth: 207

10.157 min; Fluo: 11.691 min; BbFl: 19.990 min; BkFl: 20.621 min; BaPy: 22.119 min; 208

DiAn: 25.431 and InPy: 30.982 min. The analytical method development was successful 209

as shown by relatively narrow and well-separated peaks of individual PAHs compounds. 210

Also, a relatively flat background, which runs parallel to the x-axis, was obtained. 211

212

Concentrations of PAHs 213

214

The concentrations of individual PAH components were automatically calculated by 215

Chemstation software of the Aligent HPLC used. PAHs tend to build up in fatty tissues 216

due to their hydrophobicity. [22] Their lipophilic characteristics and limited biodegradation 217

make PAHs to be classified as persistent organic pollutants. [23] PAHs and other organic 218

componunds have high affinity for environmental matrices such as sediments, soils and 219

biota. Generally, PAHs in water is low (about 100.0 mg/L) mainly due to their weak 220

solubility, but sometimes their concentrations may be elevated after leaching from 221

sediment. [24] The presence of trace levels of PAHs in water samples makes them difficult 222

to detect. 223

Figure 4(a) shows a chromatogram with clearly separated peaks of Ace (tR = 7,186 min), 224

Phe (tR = 8.440 min), Anth (tR = 8.951 min) and Fluo (tR = 10.375 min) after being 225

treatment through the SPE cartridge. SPE provides a means for pre-concentrating water 226

phase organics to make them detectable. [25] 227

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Similarly, Figures 4(b) and 4(c) show the previously undetected PAHs. Naph (tR = 6.514 228

min min), Ace (tR = 7.180 min), Phe (tR = 8.431 min), Anth (tR = 8.845 min and Fluo (tR 229

= 10.367 min) were determined from composite Klip river water samples and Ace (tR = 230

7.134 min), Phe (tR = 8.437 min), Anth (tR = 8.947 min), Fluo (tR = 10.370 min), BbFl (tR 231

= 18.628 min) and InPy (tR = 27.404 min) from composite Vaal barrage water sample 232

after treatment through the SPE. 233

A total of seven PAHs compounds were identified and quantified (Table 3). The 234

following PAHs were detected at the Vaal river, Klip river and Vaal barrage sampling 235

sites: Ace was 0.0822 ±, 0.0558 ± and 0.0073 ± mg/L, respectively; Phe was 0.0235 ±, 236

0.0506 ± and 0.4176 ± mg/L, Anth was 0.0083 ±, 0.3870 ± and 0.3663 ± mg/L) and Fluo 237

was 0.1108 ±, 0.0572 ± and 0.1487 ± mg/L. Naph was detected only at the Klip river site 238

(0.0357 ± mg/L), while BbFl (0.0873 ± mg/L) and InPy (0.2561 ± mg/L) were detected at 239

the Vaal barrage site. BkFl, BaPy and DiAn were not detected under the current 240

experimental conditions. Based on the possible carcinogenic list of PAHs which was 241

reported by [26], only BbFl and InPy were detected at the Vaal barrage site. This is 242

significant since farmers in this region use the barrage untreated water for irrigation. It 243

may lead to these carcinogenic organic compounds finding their way into the food chain. 244

The Vaal barrage is also the main supplier of water for domestic and industrial usage. 245

Ineffective treatment processes of contaminated raw water will expose many users to 246

these toxic pollutants. 247

248

Several studies have demonstrated the toxicity of PAHs, [24] reported on their 249

genotoxicity in humans; a list of possible carcinogenic PAHs has been reported on [26], 250

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two of which were detected in the study area as discussed earlier. People living in urban 251

and suburban areas near industrial chemical sites were more vulnerable to PAHs 252

exposure. [23] Since the study was located in heavily industrialized and polluted regions of 253

central South Africa, there is a very high possibility that locals will be exposed to some 254

levels of PAHs in water and other environmental media. 255

256

CONCLUSIONS 257

258

The LC–18 extraction and pre-concentration column method used was very effective in 259

improving the detectable levels of PAHs in river water samples. Identified PAHs 260

compounds, together with their concentration ranges were: Naph (0.0358 mg/L) only at 261

the Klip river site; Ace (0.0026 – 0.0822 mg/L), Phe (0.0083 – 0.3663 mg/L); Anth 262

(0.0572 – 0.1487 mg/L) and Fluo (0.0873 mg/L) only at Vaal barrage; BbFl (0.1151 263

mg/l) and InPy (0.2561 mg/L) only at the Vaal barrage site. BkFl, BaPy and DiAn were 264

not detected under the current experimental conditions. 265

266

The carcinogenicity of some of the detected compounds (BbFl and InPy) within the study 267

area is of concern. The sampling sites are popular holiday destinations within South 268

Africa. Water from these sites is also used for domestic and agricultural purposes. 269

Regular monitoring and management of these toxic organic pollutants is essential in order 270

to minimize their negative health and environmental effects. This study recommends that 271

a more wider and larger scale study be undertaken to ascertain the environmental levels 272

of Persistent Organic Pollutants (POPs) in general and BbFl and InPy in particular. 273

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274

ACKNOWLEDGEMENTS 275

276

The research was supported by Vaal University of Technology and University of South 277

Africa. All analyses were done at SASOL Labs in Sasolburg. 278

279

REFERENCES 280

281

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[23] ATSDR (Agency for Toxic Substances and Disease Registry). Case studies in 364

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375

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381

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384

385

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FIGURE CAPTIONS 387

388

Figure 1: The comparison between the efficiencies of the three sorbent phases using 1.0 389

mg/L PAHs standard solution. 390

391

Figure 2: Comparison between the three solvents in a C18 column using 100 mg/L PAHs 392

standard solution. 393

394

Figure 3: A chromatogram of PAHs standard mixture 395

396

Figure 4: Chromatograms of (a) Vaal river water, (b) Klip river water and (c) Vaal 397

barrage water samples after extraction and pre-concentration with SPE cartridges. 398

399

400

401

402

403

404

405

406

407

408

409

Page 19: Determination of Polycyclic Aromatic Hydrocarbons (PAHs ...

19

0

20

40

60

80

100

120

Naph Ace Phe Anth Fluo BbFl BkFl BaPy DiAn InPy

% S

tand

ard

com

poun

ds r

etai

ned

PAHs

MFC18 C18 STRATA-X

410 Fig. 1 411

412

0

20

40

60

80

100

120

140

Naph Ace Phe Anth Fluo BbFl BkFl BaPy DiAn InPy

C18

METHANOL

ACETONE

ACETONITRILE

% R

ecov

ery

413 Fig. 2 414

415

416

Page 20: Determination of Polycyclic Aromatic Hydrocarbons (PAHs ...

20

417

min5 10 15 20 25 30 35

mAU

0

50

100

150

200S t a n d a r d

6.8

31

- N

ap

hth

ale

ne

7.5

18

- A

ce

na

ph

thyle

ne

9.6

03

- P

he

na

nth

ren

e 1

0.1

57

- A

nth

race

ne

11

.69

1 -

F

luo

ran

the

ne

19

.95

0 -

B

en

zo

(b)f

luo

ran

the

ne

20

.62

1 -

B

en

zo

(k)f

luo

ran

the

ne

22

.11

9 -

B

en

zo

(a)p

yre

ne

25

.43

1 -

D

be

nzo

(a,h

)an

thra

ce

ne

29

.98

2 -

In

de

no

(1,2

,3c-d

)pyre

ne

418 Fig. 3 419

420

min5 10 15 20 25 30

mAU

0

1

2

3

4

5Vaal river sample after SPE

7.1

86

- A

ce

na

ph

thyle

ne

8.4

40

- P

he

na

nth

ren

e 8

.95

1 -

A

nth

race

ne

10

.37

5 -

F

luo

ran

the

ne

421 Fig. 4(a) 422

423

424

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21

min5 10 15 20 25 30

mAU

0

10

20

30

40

50

60

70

80 K l i p r i v e r a f t e r S P E

6.5

14

- N

ap

hth

ale

ne

7.1

80

- A

ce

na

ph

thyle

ne

8.4

34

- P

he

na

nth

ren

e 8

.94

5 -

A

nth

race

ne

10

.36

7 -

F

luo

ran

the

ne

425 Fig. 4(b) 426

427

min5 10 15 20 25 30

mAU

0

20

40

60

80

B a r r a g e r i v e r a f t e r S P E

7.1

84

- A

ce

na

ph

thyle

ne

8.4

37

- P

he

na

nth

ren

e 8

.94

7 -

A

nth

race

ne

10

.37

0 -

F

luo

ran

the

ne

18

.60

8 -

B

en

zo

(b)f

luo

ran

the

ne

27

.40

4 -

In

de

no

(1,2

,3c-d

)pyre

ne

428 Fig. 4(c) 429

430

431

432

433

434

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22

TABLE CAPTIONS 435

436

Table 1: HPLC operating conditions 437

438

Table 2: Effect of Breakthrough volume 439

440 Table 3: Linear range, calibration data of standard solution and detection limits for 441 extraction of PAHs by LC-18 sorbent. 442 443

444

Table 1: Effect of Breakthrough volume 445

PAHs % Recovery

10 mL 50 mL 100 mL 500 mL 1000 mL

Naph 66 73 88 56 34 Ace 61 70 82 58 73 Phe 83 84 93 83 84 Anth 54 68 68 82 50 Fluo 20 57 87 36 19 BbFl 25 34 70 54 23 BkFl 41 39 51 38 24 BaPy 58 56 64 54 20 DiAn 57 56 64 50 14 InPy 34 42 43 22 6

446 447

448

449

450

451

452

Page 23: Determination of Polycyclic Aromatic Hydrocarbons (PAHs ...

23

453

Table 2: Linear range, calibration data of standard solution and detection limits for 454 extraction of PAHs by LC-18 sorbent. 455

PAHs Linearity range

(mg/L) Linear equation R2 Detection limits

(mg/L) %

Recovery Naph 0 - 5 y = 18.486x + 4.8589 0.9994 0.1509 97.17 Ace 0 - 5 y = 10.98x + 0.2778 0.9993 0.1669 99.5 Phe 0 - 1 y = 350.84x + 2.0813 0.9999 0.0112 99.32 Anth 0 - 1 y = 690.48x + 21.215 0.9987 0.046 101.18 Fluo 0 - 1 y = 102.01x + 3.3605 0.9988 0.0444 1.03 BbFl 0 - 1 y = 172.27x + 0.5584 0.9999 0.01 0.22 BkFl 0 - 1 y = 130.43x + 1.216 0.9994 0.0311 0.7 BaPy 0 - 1 y = 128.51 + 1.3812 0.9996 0.0239 100.49 DiAn 0 - 1 y = 36.81x + 1.453 0.999 0.11 98.75 InPy 0 - 1 y = 127.1x + 0.183 0.999 0.0282 100.64 456

457

Table 3: Average concentrations of PAHs in composite in water samples per site. 458

Concentration per site (mg/L), n = 4 PAHs Vaal river Klip river Vaal Barrage

Naph ND 0.0358 ± 0.002 ND Ace Phe

0.0822 ± 0.001 0.0558 ± 0.002 0.0026 ± 0.0027 0.0235 ± 0.002 0.0497 ± 0.002 0.4176 ± 0.0188

Anth 0.0083 ± 0.001 0.387 ± 0.0187 0.3663 ± 0.02214 Fluo 0.1108 ± 0.008 0.0572 ± 0.003 0.1487 ± 0.011 BbFl ND ND 0.0873 ± 0.02

BkFl ND ND ND BaPy ND ND ND DiAn ND ND ND InPy ND ND 0.2561 ± 0.0333 ND= not detected 459

460