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Ultra-trace determination of bromate in drinking waters by means ofmicrobore column ion chromatography and on-line coupling with
inductively coupled plasma mass spectrometry
Michael Nowak, Andreas Seubert*
Institute of Inorganic Chemistry, University of Hannover, Callinstrasse 9, D-30167 Hannover, Germany
Received 24 June 1997; received in revised form 14 October 1997; accepted 19 October 1997
Abstract
A method for ultra-trace determination of bromate in drinking waters using on-line coupling of ion chromatography (IC) and
inductively coupled plasma mass spectrometry (ICP-MS) has been developed. The method utilizes the microbore column
technique in combination with a self-made high-capacity and high-performance anion-exchanger. The high capacity of the
separation column as well as an optimized elution system based on NH4NO3 allows a direct analysis of almost every water
sample without matrix elimination. Even more, the use of large injection volumes is possible. No trace enrichment is required
because of the sensitivity of ICP-MS detection. The effort on sample pretreatment is therefore reduced to zero. The method
detection limits for bromate in the drinking and mineral waters investigated are in the 50±65 ng/l range, corresponding to
absolute detection limits of 44±58 pg. Retention behaviour of bromate as well as signal-to-noise (SNR) and signal-to-
background (SBR) ratios are dependent on the sample composition. The within-run imprecision of the presented IC-ICP-MS
coupling is 5% at a concentration level of 500 ng/l bromate. The time spent on a complete analysis is 8±15 min, depending on
the bromide content of the sample. Considering sensitivity as well as imprecision and short analysis times, the described IC-
ICP-MS coupling is well suited for precise routine analysis of bromate in drinking waters at sub-mg lÿ1-levels. # 1998
Elsevier Science B.V.
1. Introduction
Bromate is formed during the disinfection process
of drinking water by means of ozonization [1]. It is a
potential carcinogen to rats and mice at mg lÿ1 levels
[2]. Newer toxicological studies [3] have led the
International Agency for Research on Cancer (IARC)
to classify bromate as a group 2B carcinogen to
humans with renal tumor risks at concentrations
>0.05 mg/l. Therefore, the US Environmental Protec-
tion Agency (USEPA) has requested comment on
setting the maximum contaminant level goal for
bromate to zero.
At the moment the USEPA recommends a concen-
tration limit of 10 mg/l for bromate in drinking water
[4], the World Health Organisation (WHO) accepts a
limit of 25 mg/l [5]. The Commission of the European
Communities proposes a concentration limit of 10 mg/
l [6]. Also detection limits <2.5 mg/l as well as
accuracies and precisions of the analytical method
Analytica Chimica Acta 359 (1998) 193±204
*Corresponding author. Tel.: +49 511 762 3174; fax: +49 511
762 2923; E-mail: [email protected]
0003-2670/98/$19.00 # 1998 Elsevier Science B.V. All rights reserved.
P I I S 0 0 0 3 - 2 6 7 0 ( 9 7 ) 0 0 6 0 9 - 0
used are recommended to be better than 25% at a
concentration level of 10 mg/l. According to the out-
line of DIN/ISO 15601, detection limits for bromate of
<0.5 mg/l are required.
Bromate is usually analyzed using ion chromato-
graphy (IC) with suppressed conductivity detection
[7,8]. Present methods are based on low-capacity
ion-exchangers. Therefore, injection volume and ionic
strength of the sample are strictly limited to avoid
column overloading. A total removal of interfering
ions like chloride is necessary. In contrast, high-
capacity anion-exchangers allow the determination
of bromate in water samples containing high ionic
strength with minimized effort on sample pretreatment
[9]. However, methods without trace enrichment are
not sensitive enough to meet the aforementioned
requirements. More sophisticated ion chromato-
graphic methods are based on a bromate preconcen-
tration step prior to analysis [10,11]. These techniques
combine low-capacity anion-exchangers with sup-
pressed conductivity detection and are able to detect
bromate at levels down to 1 mg/l. To ensure quantita-
tive enrichment of bromate a total removal of matrix
anions, especially chloride, sulphate and carbonate, is
required. On the other hand an anion like nitrate,
which has a high elution power, cannot be removed
because it does not form an insoluble compound.
Concerning the expensive sample pretreatment and
the sophisticated column switching techniques needed
as well as the time spent on preconcentration and
clean-up steps, these methods are not well-suited for
routine analysis of bromate at mg lÿ1 or sub-mg lÿ1
levels.
Another chromatographic approach is the applica-
tion of reversed-phase-chromatography (RPC) with
direct UV-detection [12]. The reported method is able
to detect bromate at the low mg/l-level without matrix
removal as long as the chloride concentration does not
exceed 50 mg/l. A drawback of this method is the
large sample volume (250 ml), from which the trace
bromate has to be concentrated by means of evapora-
tion.
A sensitive ¯ow-injection analysis (FIA) method
utilizes the oxidation of chloropromazines by bromate
[13,14]. This spectrophotometric technique allows the
determination of bromate at concentration levels
below 1 mg/l, but is disturbed by other disinfection
by-products like nitrite and chlorite when these inter-
fering ions are not removed or separated by ion
chromatography prior to analysis. Such a separation
is realized in the combination of ion-interaction chro-
matography (IIC) with post-column derivatization of
bromate by means of o-dianisidine [15]. The detection
limits of this method are ca. 1 mg/l bromate in deio-
nized water and sample pretreatment is not necessary.
However, o-dianisidine is chemically related to ben-
zidine and, therefore, itself a carcinogen. The deter-
mination of bromate is affected by chlorite due to the
poor resolution of both anions. Other, non-chromato-
graphic methods like pulsed polarography are not
sensitive enough to detect bromate at low mg lÿ1-
levels [16].
Mass spectrometry (MS) has proved to be a quite
sensitive and selective detector for cation as well as
anion chromatography. The simplest technique is the
coupling of IC with inductively coupled plasma mass
spectrometry (IC-ICP-MS), which has been used for
the determination of bromate in several matrices such
as baked goods [17], drinking water [18] or human
urine [19]. A disadvantage of these methods is the
requirement of the same sample pretreatment as used
with conductivity detection when detection limits at
the ng lÿ1 level have to be reached. The main reason
for this is the chromatographic part of the system
which is based on low-capacity anion exchangers and
NaOH-based elution systems. Other combinations are
negative ion mass spectrometry combined with iso-
tope dilution analysis (IC-NTI-IDMS) [20] or electro-
spray ion chromatography tandem mass spectrometry
(IC-ESI-MS-MS) [21], which give excellent detection
limits below 100 ng/l, but are too complex for routine
analysis. In addition, too much time is spent on the
analysis of one sample.
Our aim is to establish a method for the determina-
tion of bromate in drinking water using ion chroma-
tography with mass spectrometric detection suited for
routine analysis. The on-line coupling IC-ICP-MS is
chosen because of its simplicity compared to other
mass spectrometric procedures. The method should
meet the following requirements:
1. Determination of bromate in drinking water at
concentration levels in the 0.1±10 mg/l range.
2. Imprecision better than 25% at sub-mg lÿ1 levels.
3. No sample pretreatment.
4. Time spent on analysis <15 min per sample.
194 M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204
Our strategy is to adjust the ion-chromatographic
part of the combined system with regard to the
requirements of ICP-MS. The optimization of IC is,
therefore, divided into three parts. Part one is the
synthesis and application of high-capacity and high-
performance anion-exchangers. Synthesis is necessary
because these materials are not commercially avail-
able today. High-capacity ion-exchangers allow both
the analysis of water samples containing high ionic
strength (mineral or waste waters) and the use of large
injection volumes >500 ml without overloading the
analytical column [22]. For this reason, no matrix
elimination step is required as long as the detection
system, in this case ICP-MS, is element speci®c. In
view of the sensitivity of ICP-MS detection, a direct
analysis without trace enrichment should be possible.
Part two is the utilization of microbore technology.
These columns with internal diameters of 2 mm, or
less, allow ¯ow rates up to 500 ml/min. An ef®cient
nebulization of the sample is enabled which results in
a higher sensitivity. Also the separation time is
reduced. Part three is the application of a non-alkaline
and non-suppressed elution system. When ICP-MS
detection is applied there is almost no restriction in
choosing the elution system compared to IC using
conductivity or spectrophotometric detection. There-
fore, the eluent can easily be adjusted with respect to
the separation problem.
2. Experimental
2.1. Instrumentation
2.1.1. Chromatography
All chromatographic equipment was delivered from
Metrohm, Herisau, Switzerland. The chromatographic
system consisted of the IC Pump 709 equipped with a
pulse dampener Portmann to minimize pressure pul-
sation. The six-port stainless steel valve of the IC
Separation Center 733 was used for sample injection.
All columns, tubing and ®ttings were made of poly-
ether-ether-ketone (PEEK).
2.1.2. ICP-MS
A Fisons/VG PlasmaQuad Turbo 2� (Fisons, Wins-
ford, Great Britain) in standard con®guration was used
for mass spectrometric detection of bromate. A V-
Groove-Nebulizer was utilized for nebulization of the
eluent. Data were collected using the DOS software of
VG. All further data treatment was done by a self-
written software package. Statistical calculations were
carried out by a spreadsheet program.
2.1.3. Separation column
The packing material of the separation column was
made by functionalization of a self-made polystyrene/
divinylbenzene (PS/DVB) copolymer. This highly
cross-linked copolymer has an average particle size
of 5 mm. The BET surface area is 520 m2/g, the pore
volume 0.44 ml/g and the average pore diameter
3.3 nm. The PS/DVB-Copolymer was functionalized
by chloromethylation using chloromethyloctylether
(CMOE) and AlCl3 as Lewis catalyst [23]. The chlor-
ine was replaced by 2-(dimethylamino)-ethanol in an
SN-reaction. Microbore columns of 100�2 mm i.d.
(Upchurch Scienti®c, Oak Harbor, USA) were ®lled
with this packing material utilizing the down-®ll-
slurry technique. Exchange capacity of the microbore
column for chloride was 150 mmol or 480 mmol/ml
bed volume.
2.1.4. Chromatographic conditions
The two investigated elution systems based on nitric
acid consisted of 100 and 60 mmol/l nitric acid
(65% w/w). The hydrochloric acid eluent
(100 mmol/l) was made from concentrated hydrochlo-
ric acid (37% w/w). Both acids were doubly subboiled
suprapure acids (Riedel de HaeÈn, Seelze, Germany).
All eluents were adjusted to pH 6 with suprapure
ammonia (25% w/w) (Riedel de HaeÈn, Seelze, Ger-
many). In order to avoid eluent contamination with
chloride (which always contains traces of bromide)
and potassium (which forms the plasma species40Ar39K�), the pH was adjusted without direct contact
of a glass electrode. This was done by analyzing the
pH of small samples (5 ml) of the eluent solution
(2.5 l). Ammonia was carefully added to the eluent
solution until the pH of a 5 ml sample was 6. Through-
out all investigations, the eluent ¯ow rate was 0.5 ml/
min and the injection volume was 885 ml in all cases.
Other conditions are as noted in the ®gure captions.
2.1.5. ICP-MS operating conditions
The ICP-MS operating conditions are given in
Table 1. The 79Br isotope was selected for detection
M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204 195
because the plasma species 40Ar2H� interfered with
the isotope 81Br. Data were collected using single-ion
monitoring (SIM) to ensure maximum sensitivity for
bromine, taking 20 mg/l Sr as the internal standard. By
switching to m/z 88 at the beginning and the end of
each analysis, the 88Sr isotope was monitored in order
to correct for instrumental drift during analysis. Using
the operating conditions listed in Table 1, the back-
ground at m/z 79 was 100±150 counts/s whereas at m/z
81 it was 2000±3000 counts/s, respectively. Response
for directly nebulized 100 mg/l bromate solution was
found to be 11000 count/s when monitoring 79Br�.
The calculated sensitivity for bromate was 110 counts/
s per 1 mg/l bromate so that the detection limit for
bromate (3� criterion, ��25 counts/s) was 0.69 mg/l
without any relaunch effect of the separation column.
This effect, which is characteristic of ion-exchangers
and the reason for lower detection limits when using
an analytical column, will be discussed later. The
response for the internal standard Sr on m/z 88 was
found to be 200±220 kcounts/s under optimized con-
ditions.
2.1.6. Reagents
All standard and eluent solutions were made from
deionized water (MilliQ, Millipore, Eschborn, Ger-
many). Sodium bromate, sodium bromide and mono-
bromoacetic acid (Fluka, Buchs, Switzerland) were
used to prepare 1000 mg/l stock solutions, which were
stored at �48C. The standard containing monobro-
moacetic acid was prepared weekly from the recrys-
tallized solid. The stock solutions were diluted daily
for the preparation of working standards and spike
solutions. Eluents were ®ltered through a 0.45 mm
membrane ®lter (Macherey-Nagel, DuÈren, Germany)
and degassed in an ultrasonic bath. All solutions and
eluents were stored in polyethylene (PE) containers.
2.1.7. Sample pretreatment
Drinking and mineral water samples were ®ltered
through a 0.45 mm membrane ®lter (Macherey-Nagel,
DuÈren, Germany), degassed in an ultrasonic bath and
stored in PE-containers.
2.1.8. Properties of investigated water samples
Five mineral waters, a Hannover drinking water and
a Hannover indoor pool water were analyzed. A
summary of the properties of the investigated water
samples is shown in Table 2. In case analysis data
were not available from the manufacturer, the contents
were determined by ICP-AES (cations) and IC
(anions). The water samples were chosen with respect
Table 1
Optimized ICP-MS operating conditions for bromine measure-
ments
Forward power 1700 W
Nebulizer V-Groove
Plasma±Ar 15 l/min
Auxiliary±Ar 1 l/min
Nebulizer±Ar 1.1 l/min
Detection SIM m/z 79
Dwell time 0.653 s
Internal standard 20 mg/l Sr in the eluent
Table 2
Selected anion and cation contents of the investigated water samples. Data are specified by the manufacturer, except where noted. All
concentrations are in mg/l
Sample Na� K� Mg2� Ca2� Clÿ SO2ÿ4 NOÿ3 HCOÿ3
Drinking water 24 3 7 9 50 130 1 Ð c
Indoor pool water 64 a 5 a 7 a 97 a 152 b 161 b 18 b nd d
Muehlenquelle 280 6 51 555 300 1450 0.3 336
Apollinaris 380 30 110 90 100 90 3.6 b 1570
Harzer Grauhof 18 2 9 111 29 62 Ðc 300
Extaler 11 2 55 366 15 891 6 250
Pricca 52 a 6 a 62 a 648 a 300 b 670 b 10 b nd d
a ICP-AES.b IC.c Not specified.d Not determined.
196 M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204
to their different contents of anions as well as cations.
The Hannover drinking water and the pool water had
moderate ion contents according to the German stan-
dards (Trinkwasserverordnung; TrinkwV) [24],
whereas mineral waters in general do not have to
meet the regulations of the TrinkwV. Therefore, the
ion contents (ionic strength) of the mineral waters
chosen were in some case one order of magnitude
higher than of the drinking water investigated.
2.1.9. Calibration and evaluation of detection limits
Calibration was carried out in the mineral water
`Muehlenquelle' because this water had the highest
ionic strength of all investigated waters. Spike con-
centrations (seven in number) in the 50±1000 ng/l
range were chosen and two replicates were prepared
at each concentration level. Spiked water samples
were analyzed within 15 min after preparation. Peak
height was used for quantization of bromate. Method
detection limits (MDL) in `Muehlenquelle' and other
water samples free of bromate were calculated, using
the sensitivity of the calibration in `Muehlenquelle'
and the standard deviation of the background noise
(3� criterion) at the retention time of bromate. The
bromate concentration of an indoor pool water was
determined by standard addition of bromate in the 2±
8 mg/l range. At each spike level, three replicates were
made. In this case, peak area was used for quanti®ca-
tion of bromate for reasons that will be discussed later.
2.1.10. Evaluation of the within-run imprecision
The evaluation of the within-run imprecision was
carried out under optimized chromatographic and
mass spectrometric conditions. A sample of `Mueh-
lenquelle' was spiked with 500 ng/l bromate and
successively analyzed ten times.
3. Results and discussion
3.1. Selection of chromatographic conditions for
on-line-coupling IC-ICP-MS
Common elution systems for the determination of
bromate in water samples using on-line coupled IC-
ICP-MS are based on NaOH in combination with
commercial low-capacity anion-exchangers [17,18].
NaOH is an extremely weak eluent, hence NaOH
concentrations in the 100±180 mmol/l range have to
be used when separation columns with exchange
capacities between 50 and 170 mmol are applied.
Therefore, several problems are caused by NaOH-
based elution systems. Even high-purity qualities of
NaOH always contain impurities of halide ions, espe-
cially chloride and bromide. The latter increases the
background level on m/z 79 during mass spectrometric
measurements. Using the chromatographic conditions
mentioned above, eluent ¯ow rates of 1±1.5 ml/min
are required to ensure acceptable retentions times for
bromate as well as for bromide. Conventional nebu-
lizers like V-Groove or Meinhard reach optimal neb-
ulization conditions at sample ¯ow rates of 1 ml/min
or less. Therefore, the eluent ¯ow rate should not
exceed 1 ml/min. Eluent ¯ow rates <1 ml/min should
lower background noise due to better nebulization.
Another disadvantage is that NaOH-based eluents
have to be suppressed chemically in order to avoid
large amounts of sodium reaching the ICP resulting in
a decreased plasma stability due to the large number of
easily ionizable atoms. Cationic impurities in the
regenerant, usually diluted sulphuric acid, such as
potassium or sodium can pass the ion-exchange mem-
brane of the suppressor and contaminate the eluent.
Chemical suppression of the eluent does not allow the
use of a cationic internal standard because metal
cations are removed during the suppression process.
For this reason, on-line couplings utilizing suppressed
NaOH eluents apply bromide solutions as internal
standard [18]. Using this technique an additional
switching valve is required. Alkaline elution systems
are not well suited for samples containing large quan-
tities of alkali earth metals which are present in most
mineral waters. Calcium or magnesium form insoluble
hydroxides and precipitate on the top of the analytical
column. This results in a slow contamination of the
column as well as in an increased back pressure. The
only way to solve this problem is to remove the alkali
earth cations prior to analysis by the use of H�-
cartridges.
The microbore column technique used in this study
allows eluent ¯ow rates up to 0.5 ml/min. Concerning
the exchange capacity of the column applied
(150 mmol), an elution system with a much higher
eluting power than NaOH had to be established. The
microbore technique offers the possibility of applying
a high-capacity anion-exchanger combined with mod-
M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204 197
erate eluent concentrations and ¯ow rates. Hydrochlo-
ric and nitric acid were chosen as the base of a suitable
elution system. Both acids are available in the highest
purity grades. In this study, further puri®cation was
done by subboiling. Therefore, the contamination of
the eluent with bromide or potassium could be mini-
mized. Other mineral acids like sulphuric or perchlo-
ric acid do not show acceptable selectivities for
monovalent species �SO2ÿ4 � or form ion-pairs with
the exchange sites �ClOÿ4 � so that the dynamic
exchange capacity is lowered. Ammonia was chosen
instead of NaOH to adjust the pH of the eluent because
it was found to contain less chloride (and bromide)
impurities than NaOH. The pH of the elution system
was adjusted at 6 for two reasons. The ®rst is that
alkali earth metals do not precipitate as hydroxides at a
pH of 6. A removal of these ions prior to analysis is
therefore unnecessary. The second reason is that a
cationic internal standard can be used to correct
instrumental drift because there is no need for che-
mical suppression of the eluent. In this case, strontium
was applied as internal standard at a concentration of
20 mg/l.
An elution system based on NH4Cl (pH 6) turned
out to be too weak to separate bromate from bromide
within 15 min. Even at concentrations of 100 mmol/l
and an eluent ¯ow rate of 0.5 ml/min, retention times
were 18 min for bromate and 40 min for bromide,
respectively. Higher NH4Cl concentrations led to a
higher viscosity of the eluent resulting in increased
background noise. A better choice was NH4NO3. An
elution system for the determination of bromate via
IC-ICP-MS based on NH4NO3 has been reported
before but has not been applied to high-performance
anion-exchangers [20]. At a concentration of
100 mMol NH4NO3 (pH 6) and a ¯ow rate of
0.5 ml/min, bromate eluted after 3 min but the back-
ground level was found to be unstable due to inef®-
cient and pulsed nebulization. In this case, the
viscosity of the eluent also seemed to be the reason
for this behaviour. Therefore, the eluent concentration
was lowered to 60 mmol/l NH4NO3 (pH 6). This
elution system showed an excellent resolution of
bromate and bromide at a ¯ow rate of 0.5 ml/min.
The retention times were 5 min for bromate and 8 min
for bromide, respectively. All further studies were
carried out utilizing the optimized NH4NO3 elution
system.
The sample volume could be increased from 300 to
885 ml without a signi®cant loss of column ef®ciency
as well as resolution between bromate and other
potential interfering bromine species. Therefore,
885 ml was chosen as injection volume in order to
lower detection limits.
3.2. Separation of bromate from potential interfering
species
Chloride concentrations in drinking water are at
least three or four orders of magnitude higher than the
concentration of bromate. The determination of bro-
mate in drinking water utilizing anion-exchange chro-
matography in combination with conductivity or
spectrophotometric detection is, therefore, seriously
interfered with chloride. Using an element-speci®c
detection system the determination of bromate may be
interfered with species containing bromine. In this
case, bromide and monobromoacetic acid are poten-
tially interfering species. Bromide is usually present in
drinking waters at sub-ppm levels, monobromoacetic
acid is a disinfection by-product as well as bromate.
Fig. 1 shows a chromatogram of a sample containing
1 mg/l bromate beside 100 mg/l bromide and mono-
bromoacetic acid in deionized water. Both species are
well resolved from bromate but, unfortunately, there is
Fig. 1. Separation of bromate, bromide and monobromoacetic
acid. Chromatographic conditions as described in the text. For mass
spectrometric conditions see Table 1. Sample volume: 585 ml.
Concentrations: 1 mg/l bromate, 100 mg/l bromide and 100 mg/l
monobromoacetic acid.
198 M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204
no selectivity between bromide and monobromoacetic
acid. This means a limitation when a quanti®cation of
all species is needed. A better separation of bromide
and monobromoacetic acid was observed at lower
eluent ¯ow rates where monobromoacetic acid eluted
slightly after bromide. With respect to the aim of this
study, no speciation is required and the eluent ¯ow rate
was adjusted to 0.5 ml/min in order to ensure a fast
determination of bromate.
3.3. Optimization of ICP-MS for detection of 79Br
Bromine has a high ®rst ionization energy (IE1) of
11.8 eV and is incompletely ionized in an Argon
plasma (IE1�15.75 eV) [25]. As a result, there is a
decrease of the detection limits by one or two orders of
magnitude compared to fully ionized elements.
Another problem of bromine detection is the inter-
ference of 81Br with the plasma species 40Ar21H�,
which disturbs monitoring at m/z 81. The 79Br isotope
is interfered with the shoulder of the 40Ar�2 signal,
whereas 40Ar39K� is usually separated from bromine
species during the chromatographic process.
Our attempt was to use the ICP-MS in a standard
con®guration in order to avoid the use of expensive
equipment like ultrasonic nebulizers or high perfor-
mance interfaces [18]. The optimization strategy was
divided into two steps. The ®rst step was to raise the
forward power of the ICP (normally 1350 W) resulting
in a better ionization of bromine. The second step was
to investigate the in¯uence of resolution (m/�m) on
the background level on m/z 79 and on the signal for
the internal standard Sr on m/z 88. Table 3 shows a
comparison of signal-to-noise (SNR) and signal-to-
background (SBR) ratios, respectively, for the eluent
itself and that spiked with 100 mg/l bromate at differ-
ent forward power outputs of the ICP, 1350 and
1700 W. The bromine isotope 79Br was monitored
and all solutions were analyzed directly without uti-
lizing an analytical column. Raising the forward
power, the eluent background level was increased as
was the background noise. The same behaviour was
observed for an eluent solution spiked with 100 mg/l
bromate. The SBR was found to be 115 at 1350 W and
68 at 1700 W, whereas the SNR was 82 at 1350 W and
96 at 1700 W. Considering the fact that the SNR has a
greater in¯uence on detection limits (3� criterion)
than the SBR, a forward power of 1700 W was chosen
for further investigations.
The in¯uence of resolution (m/�m) on the eluent
background level (m/z 79) and the signal of the inter-
nal standard Sr (m/z 88) is shown in Fig. 2. The
background signal obtained at m/z 79 is the sum of
instrumental background, molecular ions with m/z 79
(ArK�, etc.) and the shoulder of the dominant 40Ar�2peak at m/z 80. We used the m/z 88 as monitor for the
decrease of transmission. We assumed that 88Sr� will
show a similar behavior with regard to transmission as79Br�.
Our strategy was to increase resolution as long as
we get a better SBR. The end of the optimization is
reached when both the background (measured at m/z
79) and the analyte signal (measured at m/z 88)
decreased with the same slope. The decrease of inten-
sity on m/z 88 was ca. 20%, but �60% for the back-
ground level on m/z 79 when resolution was enhanced.
The reason for this enhancement in SBR ratio is the
better separation of Ar�2 from the bromine signal (m/z
79).
For further investigations, resolutions of 72.0 (m/z
79) and 79.2 (m/z 88) were chosen because an optimal
ratio between the eluent background level and the
Table 3
Comparision of signal-to-noise (SNR) and signal-to-background ratios (SBR) for monitoring m/z 79 at different forward power outputs of the
ICP. All solutions were analyzed directly without using an analytical column
Forward power 1350 W 1700 W
Eluent background 75 counts sÿ1 164 counts sÿ1
� eluent background noise 9 counts sÿ1 24 counts sÿ1
Eluent spiked with 100 mg/l bromate 8609 counts sÿ1 11 093 counts sÿ1
� noise 105 counts sÿ1 116 counts sÿ1
SBR 115 68
SNR 82 96
M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204 199
intensity of the internal standard was found. It should
be noted that both resolutions belong together for a
given quadrupole adjustment.
3.4. Influence of sample composition on retention of
bromate and background level
While analysing the different water samples it was
found that the retention time of bromate as well as the
background level at m/z 79 were in¯uenced by the
sample composition. In contrast, the retention beha-
viour of bromide was not in¯uenced. Fig. 3(a) shows a
chromatogram of 200 ng/l bromate in deionized water.
The retention time for bromate was 4.75 min. The
background level as well as the background noise were
signi®cantly lower during the negative dead volume
peak (1±3 min) compared to the following part of the
chromatogram. This de¯ection of the background
noise was not observed on m/z 81. Therefore, the
eluent seemed to be contaminated with bromide as
well as potassium (forming 40Ar39K�) and sodium
(forming 40Ar23Na16O�), resulting from impurities in
nitric acid and ammonia. In comparison Fig. 3(b)
shows a chromatogram of `Muehlenquelle' spiked
with 200 ng/l bromate. The bromate concentrations
in `Muehlenquelle' and the other mineral waters
investigated were below the method detection limit
(MDL). `Muehlenquelle' contained the highest anio-
nic matrix of all waters investigated (Table 2). It was
found that bromate was shifted to longer retention
times (5.75 min). Because the detection system is
element-speci®c, there was no dif®culty in reliably
identifying bromate despite the shift of retention time.
Moreover, no relevant bromine containing anionic
species coelutimg with bromate is known to us.
Matrix anions normally act as eluents and, there-
fore, the retention time for bromate should decrease.
The positive injection peak is caused by unretained
cations which form plasma species like 40Ar39K� or40Ar23Na16O�. Compared to Fig. 3(a), the back-
ground level as well as background noise are
decreased until the retention time of bromate. As a
result the SNR is increased. The explanation for this
behaviour is as follows. Before sample loading, the
analytical column is equilibrated with the eluent so
that nitrate is placed on almost all exchange sites.
During the sampling process the nitrate on the top of
the column is removed by matrix anions such as
sulphate or chloride. At the beginning of the elution,
nitrate is bound to the exchange sites which causes a
removal of sulphate and chloride. These anions have a
signi®cantly lower elution power for bromate than for
nitrate. As a consequence the retention time of bro-
mate increases. The better peak shape for bromate in
the mineral water `Muehlenquelle' can be explained in
a similar way. During the transfer of the bromate and
the matrix anions from the sample loop to the top of
the analytical column, the top of the column is mainly
Fig. 2. Influence of resolution (m/�m) on the intensity at m/z 88 (20 mg/l Sr) and on the eluent background level at m/z 79.
200 M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204
converted into a Clÿ- or SO2ÿ4 -form. Because the
anions have a much lower af®nity to quarternary
ammomium functional groups than nitrate, the bro-
mate is compressed into a smaller zone at the column
top than it would have been when the column top was
in the NOÿ3 -form (relaunch effect). Therefore, the
resulting bromate peak in mineral water has a much
better peak shape than in deionized water, because in
this case the column top was in the NOÿ3 -form.
Nitrate is a strong eluting anion for bromate, but
weaker for bromide. Therefore, the bromide in water
samples is retained on the top of the column whereas
sulphate, chloride and bromate are eluted by nitrate.
The eluent background and noise on m/z 79 is lowered
during the elution of these anions. After the elution of
bromide the column is re-equilibrated with nitrate, and
the background level as well as noise are increased due
to contaminations of the eluent. According to this
explanation, the retention behaviour of bromide was
found to be independent of the sample composition.
3.5. Method detection limits for bromate in mineral
and drinking waters
The calibration parameters for the calibration in the
mineral water `Muehlenquelle' are given in Table 4.
Peak height was chosen for quanti®cation because the
MDL were de®ned using the SNR. The noise of the
baseline was easier to determine than the noise of an
area at the retention time of bromate, especially when
measuring the blank solution (unspiked mineral
water). The MDL for bromate in `Muehlenquelle'
was 50 ng/l according to an absolute detection limit
of 44 pg bromate. The MDL using a separation col-
umn was over one order of magnitude lower compared
to that obtained when analyzing a bromate solution
with direct nebulization (0.69 mg/l). The lower MDL
were the result of the relaunch effect, which is char-
acteristic for ion-exchangers [26]. The bromate and
the matrix anions are preconcentrated from the 885 ml
sample volume at the top of the analytical column
when the sample is transferred from the sample loop to
the separation column. This enrichment step results in
lower detection limits compared to direct nebulization
of a solution with the same bromate content. The
bromate concentrations in the other mineral and drink-
ing waters investigated were below the MDL. The
MDL for bromate in these water samples (50±65 ng/l
bromate or 44 to 58 pg) were dependent on the back-
ground noise and decreased with increasing anionic
matrix. The sensitivity of the IC-ICP-MS coupling
described is proved by Fig. 4 which shows calibration
chromatograms of `Muehlenquelle' itself and that
spiked with 100 ng/l bromate.
Fig. 3. Influence of sample composition on retention times for bromate and on signal-to-noise (SNR) and signal-to-background ratios (SBR).
Chromatogram (a): 200 ng/l bromate in deionized water; chromatogram (b): `Muehlenquelle' spiked with 200 ng/l bromate. Chromatographic
conditions as described in the text. For mass spectrometric conditions see Table 1.
M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204 201
3.6. Determination of bromate in an indoor pool
water
Only one sample investigated contained bromate at
concentration levels >65 ng/l. This was a pool water
sample made from Hannover drinking water (Table 2)
by means of disinfection via chlorination and ozoni-
zation. Fig. 5 shows the overlayed chromatograms of
the indoor pool water and the original drinking water.
Unfortunately, the bromate peak is split due to matrix
effects which are not completely understood yet. The
bromate peak is not the result of an interfering species
containing bromide. A diluted sample of the pool
water (1 : 4 w/w with deionized water) gave a single,
well-shaped peak. When spiking the pool water with
bromate the peak-height-ratio of both peaks was found
to be constant, and calibration plots were linear for
evaluating peak area and even for peak height. The
standard addition method was chosen for quantization
of bromate because of the split bromate peak. For the
same reason, the evaluation of peak area was used
instead of peak height. The calibration parameters are
given in Table 5. It is interesting to note that the
pool water was almost free from bromide com-
pared to the original drinking water. This means that
nearly all bromide in the original water must have
been converted to bromate during the disinfection
process.
Table 4
Parameters for the calibration in `Muehlenquelle'. Peak height was used for quantification. The method detection limit (MDL) was calculated
using the threefold standard deviation of background noise at the retention time of bromate (3� criterion). The limit of quantification (LOQ)
was calculated utilising the 10� criterion
Parameter Result
Calibration equation y�0.6515 counts sÿ1/ng lÿ1x
� slope 0.028 counts sÿ1/ng lÿ1
Number of data points 8 (2 replicates each)
Correlation coefficient 0.995
� noise 11 counts sÿ1
Method detection limit [MDL] (3�) 50 ng/l
Limit of quantification [LOQ] (10�) 170 ng/l
Fig. 4. Calibration chromatograms. Chromatogram (a): `Muehlen-
quelle' spiked with 100 ng/l bromate; Chromatogram (b): `Mueh-
lenquelle' without spike. Chromatographic conditions as described
in the text. For mass spectrometric conditions see Table 1.
Fig. 5. Determination of bromate in a Hannover indoor pool water.
Chromatogram (a): Indoor pool water, bromate concentration
1.5 mg/l; Chromatogram (b): Original Hannover drinking water.
Chromatographic conditions as described in the text. For mass
spectrometric conditions see Table 1.
202 M. Nowak, A. Seubert / Analytica Chimica Acta 359 (1998) 193±204
3.7. Evaluation of within-run imprecision
Table 6 shows the results of the within-run impreci-
sion experiments at a concentration level of 500 ng/l
bromate in `Muehlenquelle'. The imprecision was
5.4% for quantization of peak height and 4.4% for
quanti®cation of peak area, whereas retention times
for bromate showed an imprecision of only 0.2%.
Therefore, the method imprecision was mainly caused
by the ICP-MS. Imprecisions in the range of 5% are
usually found in ultra trace determination of metals
using ICP-MS as long as no sophisticated equipment is
utilized [27].
4. Conclusions
The coupling of microbore ion chromatography
utilizing high-capacity and high-performance anion
exchangers with ICP-MS detection allows the deter-
mination of bromate in drinking or related water
samples at concentration levels ranging from 0.05±
10 mg/l. No sample pretreatment such as matrix elim-
ination or trace enrichment is required. Retention
behaviour of bromate as well as SNRs and SBRs
are in¯uenced by the sample composition. None of
the investigated drinking and mineral water samples
contained bromate at concentration levels ca. 65 ng/l
with the exception of a Hannover indoor pool water.
The method detection limits for bromate in the water
samples investigated were in the 50±65 ng/l according
to absolute detection limits of 44±58 pg bromate. The
method shows a within-run imprecision of 5% at a
bromate concentration level of 500 ng/l. The time
spent on complete analysis is 10±15 min depending
on the bromide content of the sample. The presented
on-line coupling therefore meets the requirements for
a routine method and best ful®lls the recommenda-
tions of the Commission of the European Commu-
nities as well as the recommendations for the future
DIN/ISO 15601.
Acknowledgements
The authors would like to thank Dr. Helwig SchaÈfer
of Metrohm AG, Switzerland, for providing the IC
equipment. This study was ®nancially supported by
the Bundesministerium fuÈr Bildung, Wissenschaft,
Forschung und Technologie (BMBF) and the Fonds
der Chemischen Industrie (FCI).
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Statistical results of within-run imprecision experiments for `Muehlenquelle' mineral water spiked with 500 ng/L bromate
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