Electrospray ionization-ion mobility spectrometry: a rapid analytical method for aqueous nitrate and nitrite analysis Prabha Dwivedi,ab Laura M. Matz,a David A. Atkinson†c and Herbert H. Hill, Jr*ab a Department of Chemistry, Washington State University, Pullman, WA 99164-4630, USA. E-mail: [email protected]; Fax: 509-335-8867; Tel: 509-335-5648 b Center for Multiphase Environmental Research, Washington State University, Pullman, WA 99164, USA c Chemistry Department, Idaho National Engineering and Environmental Laboratory, Idaho Falls, Idaho 83415, USA Received 11th September 2003, Accepted 15th December 2003 First published as an Advance Article on the web 12th January 2004 This paper reports the first example of electrospray ionization (ESI) for the separation and detection of anions in aqueous solutions by ion mobility spectrometry (IMS). Standard solutions of arsenate, phosphate, sulfate, nitrate, nitrite, chloride, formate, and acetate were analyzed using ESI-IMS and distinct peak patterns and reduced mobility constants (K0) were observed for respective anions. Real world water samples were analyzed for nitrate and nitrite to determine the feasibility of using ESI-IMS as a rapid analytical method for monitoring nitrate and nitrite in water systems. The data showed satisfactory correlation between the measured value ( ~ 0.16 ppm) and the reported maximum nitrate-nitrogen concentration (0.2 ppm) found in a local drinking water system. For on-site measurement applications, direct sample introduction and air as an alternate drift gas to nitrogen were evaluated. The identities of the nitrite and nitrate mobility peaks were verified by comparison of reduced mobility constants with mass identified nitrate and nitrite ions reported in literature. In the mixing ratio, a linear dynamic range of 3 orders of magnitude and instrument detection limits of 10 ppb for nitrate and 40 ppb for nitrite were obtained. The calibration curves showed r2 value of 0.98 and slope of 0.06 for nitrate and r2 value of 0.99 and slope of 0.11 for nitrite. DOI: 10.1039/b311098b Introduction Ion mobility spectrometry (IMS) with electrospray ionization was first reported for ions such as peptides and other non-volatile compounds from aqueous solutions in the 1980’s by Shumate and Hill.1 Later, in 1994, Wittmer et al. demonstrated that whole proteins could be electrosprayed under atmospheric conditions and their multi-charged states separated by IMS.2 Other applications of ESI-IMS have included the determination of polar and non-volatile organic compounds such as pesticides in aqueous samples. Recently, Dion et al., have demonstrated that electrospray ionization with ion mobility spectrometry (ESI-IMS) could be used to detect inorganic cations such as metal ions from aqueous samples.3 The potential for ESI/IMS to determine inorganic ionic species in aqueous samples opened a new and potentially huge application area for IMS. Because IMS has a resolving power significantly greater than that of liquid chromatography, it may be possible to perform similar analyses to those requiring ion chromatographs but in only a fraction of the time and with higher resolution and sensitivity. In this paper, selected inorganic anions were used to characterize the response of an ion mobility spectrometer. Nitrate and nitrite ions were selected as the primary test ions because their gas phase mobilities had previously been measured as product ions from explosive vapours.4 Past studies have suggested the involvement of nitrate and nitrite in the pathogenesis of metheamoglomia, infertility, cancer, tumor, still birth in livestock, through a mechanism involving reduction of nitrate to nitrite and subsequent formation of potentially mutagenic nitroso-compounds.5–10 Regular sampling of drinking water systems is necessary to prevent health risks from these contaminants. Excessive use of fertilizers (artificial or natural), biodegradation of nitrogenous organic matter, and waste streams from industries (explosives, pharmaceuticals, food processing) are the main sources of nitrate–nitrite contamination in natural water re† Current address: Pacific Northwest National Laboratory, (PNNL), 902 Battelle Blvd., Richland, WA 99352, USA. sources.11 For these reasons, a rapid and sensitive method capable of determining low levels of nitrate and nitrite directly from aqueous samples is desired. In routine water quality analysis, determination of nitrate and nitrite is achieved by traditional analytical methods, including spectrophotometry, cadmium reduction, and ion chromatography.12 Traditional methods are limited for on-site field measurements due to their high cost and maintenance, interference from matrix effects, low sensitivity and/or extensive sample preparation required prior to analysis.13 For today’s environmental analytical applications, methods that are low cost, fast, accurate, sensitive, and portable enough for field applications are desirable. In addition, these analytical methods should require minimum instrumental maintenance and sample preparation procedures. When compared to methods currently used for nitrate–nitrite analysis, ESI-IMS method has an analysis time advantage over traditional methods since separation by IMS is achieved in milliseconds. Furthermore, the ESI-IMS instrument is low cost, easy to handle and requires minimal maintenance. This manuscript reports the results and conclusions of using ESI-IMS for the direct detection of anions such as nitrate and nitrite ions in natural water samples. 1.0 Experimental 1.1 Chemicals, solvents and samples The chemicals used in this study were sodium nitrate (NaNO3), sodium nitrite (NaNO2), calcium nitrate (Ca(NO3)2), potassium nitrite (KNO2), formic acid (HCOOH), acetic acid (CH3COOH), sodium chloride (NaCl), sodium arsenate (Na2HAsO4.7H2O), sodium phosphate monobasic (NaH2PO4.H2O), and magnesium sulfate 7-hydrate (MgSO4.7H2O) purchased from Aldrich Chemical Company (Milwaukee, WI). Solvents used were HPLC grade methanol (CH3OH), acetonitrile (CH3CN) and water (H2O), and were purchased from J.T. Baker (Phillipsburg, NJ). Aqueous environmental water samples were collected from a river, a creek and a household water tap located in Palouse region at the state of Washington, USA. This journal is © The Royal Society of Chemistry 2004 Analyst, 2004, 129, 139–144 139 1.2 Instrumentation The water cooled electrospray ionization source used in this research was developed in our laboratory and has been described in detail elsewhere.2 A 73 mm inner diameter silica capillary tube and a dual port syringe pump (Brownlee Labs. Micro Gradient 6 port system) were used for solvent delivery to the ESI needle. Injections were performed with a six port injection valve (Valco Industries, Houston, TX) equipped with a 50 mL external injection loop. The ESI solvent used was a solution of 90% methanol and 10% water. All salt solutions were made in this solvent unless otherwise mentioned. The solvent flow rate was maintained at 5 mL min21 throughout the study. An electric potential of 210.0 kV was applied to the electrospray needle. Overheating of the ESI needle was prevented by water-cooled nitrogen gas flowing over the needle at a flow rate of 50 mL min21. Water-cooling the ESI source was required because the electrospray unit was kept in close proximity (less than 1 cm) to the high temperature (200–250 °C) IMS unit. Cooling of the ESI needle was necessary to avoid solvent evaporation inside the needle before the sample was electrosprayed for better performance. The IMS tube, used in this study was 23.6 cm in total length, with a 9.4 cm desolvation region and a 14.2 cm drift region. The IMS drift tube was maintained at 240 °C temperature. A Bradbury– Nielsen type ion gate14 separated the two regions and was closed by applying an electric potential of +41 V at adjacent wires resulting in an orthogonal field of ~ 960 V cm21. The ion gate was at an electric potential of 25.26 or 25.40 kV when the gate was open. The target screen (first ring of the desolvation region) was maintained at a constant electric potential of 27.00 or 27.14 kV resulting in an electric field of 370 and 380 V cm21 in the drift region. The stacked stainless steel rings were separated from each other by insulating alumina rings and were connected externally by resistors creating a potential gradient to guide the ions towards the collector plate. A counter current flow of heated drift gas (flow rate = 900 mL min21) was introduced from the back of the Faraday plate to facilitate desolvation of ions and sweeping out any neutral molecules. A Keithley 427 amplifier (Keithley Instruments, Cleveland, OH) was utilized for signal amplification (109). A Labview based data acquisition system (DAQ) from National Instruments, (Houston, TX) was used for signal acquisition. The gating electronics is described in detail elsewhere.2 Two high voltage supply boxes obtained from Bertan (Hicksville, New York) were used for constant voltage supply to the ESI and IMS units. 1.3 Calculation All reduced mobility values (K0) were calculated using the equation shown below.15 where, l is the length of the drift region (14.2 cm), td is the experimentally determined drift time of the ion (s), E is the electric field in the IMS drift region (370–380 V cm21), T is the temperature of the drift tube (513 K) and P is atmospheric pressure (694–703 Torr). 2.0 Results and discussion 2.1 Identification of solvent ions Previously, in our lab, ESI conditions in negative mode were investigated with an IMS interfaced to a 150 QC ABB Extrel quadrupole mass spectrometer (QMS).16 Solvent ion peaks observed by IMS for 9:1 (v/v) methanol–water solution (ESI condition) were mass identified using the QMS. The presence of nitrite, chloride, and nitrate ions in the solvent was suggested to be due to impurities present in the solvent. When Asbury and Hill 140 Analyst, 2004, 129, 139–144 increased the percentage of water from 10% to 40% in the ESI solvent (9:1, v/v) methanol–water solutions the total ion current (TIC) decreased. Water percentages higher than 40% water (v/v) in the ESI solvent lead to ionization due to corona discharge instead of electrospray ionization.16 The onset of corona discharge above the 40% water level correlated with a sharp increase in the TIC and intensities of the nitrate and nitrite ion peaks while, intensities of the chloride, formate and acetate ion peaks were reduced. Thus, initially a solution of 90% methanol and 10% water was chosen as the ESI solvent. Fig. 1 illustrates the electrospray ionization-ion mobility spectrum of the ESI solvent. All measurements were made at conditions outlined in Table 1. Five prominent peaks observed in the experiment and were identified, by comparison with the previous ion mobility mass spectrometry (IMMS) study, as: chloride at 6.29 ms drift time (Peak number 1), nitrite at 6.78 ms drift time (Peak number 2), formate at 7.01 ms drift time (Peak number 3), nitrate at 7.54 ms drift time (Peak number 4) and acetate at 8.01 ms drift time (Peak number 5) at 370 V cm21 electric field. At 380 V cm21, the drift time values were 6.02, 6.53, 6.72, 7.31, and 7.73 ms for chloride, nitrite, formate, nitrate, and acetate ions respectively. The identity of each peak was confirmed by cross referencing the K0 values measured in the current study to the K0 values obtained in Fig. 1 Electrospray ionization-ion mobility spectrum of the ESI solvent: The figure shows the ion mobility spectrum of different solvent ions observed when 9:1 mixture of methanol and water was used as the electrospray solvent. The inset in the spectrum shows the peak numbers assigned to each peak in column 1 (maintained throughout the manuscript except in Fig. 2), the drift times of respective ion in column 2, and the identity of each ion in column 3. Table 1 Experimental parameters and conditions Experimental parameter Conditions Diameter of ESI capillary ESI flow rate Voltage on ESI needle Drift tube voltage Voltage on the ion gate Electric field Mode of operation Desolvation region length Drift region length Drift gas Drift gas flow rates Cooling gas Cooling gas flow rate IMS drift tube temperature Atmospheric pressure (Pullman, WA) 73 mm 5 mL min21 210 kV 27.00/27.14 kV 25.26/25.40 kV 2370/2380 V cm21 Negative mode 9.4 cm 14.2 cm Nitrogen 900 mL min21 Nitrogen 50 mL min21 240 °C 694–703 Torr nitrogen as the drift gas by other researchers.17–22 Though the literature K0 values referenced in Table 2 were obtained at different temperature and atmospheric pressure conditions than those used in the experiments, they are comparable to the reported values because all K0 values are normalized to standard temperature and pressure. Table 2 shows the identity of each solvent ion peak in column A, the peak number assigned to each peak in column B, the molecular weight of the anions observed in column C, the drift time of respective anion with nitrogen as drift gas at 370 V cm21 electric field in column D, the drift time of respective anion with nitrogen as drift gas at 380 V cm21 electric field in column E, the drift time of respective anion with air as drift gas at 370 V cm21 in column F, experimental K0 values in column G, K0 values from other references in column H and reference numbers in column I. 2.2 Ion mobility spectra of anions Fig. 2 shows the ion mobility spectra obtained from standard solutions (mixing ratio: 15 ppm) of sodium arsenate, magnesium sulfate, sodium phosphate, sodium nitrate, sodium nitrite, trinitrotoluene (TNT), and a mixture of TNT and sodium sulfate. Trinitrotoluene was used as a marker since the K0 value for TNT is well established. For each anion, distinct peak pattern was observed and the experimental K0 values for nitrate, nitrite, and TNT matched well with the values reported in literature.23 Peaks observed for sulfate and TNT solutions were reproduced in the mixture of TNT and sulfate shown in peaks marked (*) of Table 3. Table 3 lists the different anions analyzed with their respective drift times and measured K0 values at 370 V cm21 electric field. Multiple prominent peaks were observed for arsenate, sulfate and phosphate. The presence of multiple peaks for arsenate, sulfate, and phosphate could be attributed to the existence of the anions in different oxidation state (viz. arsenate/arsenite) at atmospheric conditions and/or different degrees of anion hydration. The peak patterns can be used as anion identification since they were unique and reproducible for each anion. However, mass identification of the peaks will be necessary to identify these anions. Future work will be focused on mass identification of the unidentified peaks. From the nitrate–nitrite data alone, this study demonstrates that there is potentially a huge application area for ESI-IMS to determine inorganic ionic species in aqueous samples. mixing ratio of nitrate ion in both nitrate salt solutions was 15 ppm. Nitrite ion mixing ratios in both the nitrite salt solutions was 10 ppm. In Fig. 3 (spectra b and c) the drift time of the nitrate ion (peak number 4) was 7.35 ± 0.05 ms when either of the salt solutions was analyzed. The reduced mobility values (K0) measured for nitrate ion, in both cases were 2.47 ± 0.02 cm2 V21 s21, showing satisfactory consistency with the literature value listed in Table 2. Similarly, ion mobility spectra (e) and (f) of Fig. 3 showed that the presence of different counter ions in the nitrite salt solutions had no effect either on peak intensity or K0 value (2.75 ± 0.02 cm2 V21 s21) for the nitrite ion (peak number 2, drift time 6.72 ± 0.05 ms). Intensity of the nitrate and nitrite ion peaks and the drift times of the nitrate and nitrite ions were reproducible with a deviation of 1–2% on a day-to-day basis. An increase in the intensity of the nitrate and nitrite ion peaks with the introduction of respective standards confirmed the peak identities. Also, Fig. 3 demonstrated that the nitrate and nitrite responses were independent of the cationic composition of the sample. 2.3 Nitrate and nitrite Fig. 3 shows the mobility spectra of: (a) solvent only, (b) NaNO3, (c) Ca(NO3)2, (d) solvent only, (e) KNO2, and (f) NaNO2 at 380 V cm21 electric field. Ion mobility spectra of the ESI solvent (spectra a and d) are shown twice for convenient comparison of the background spectrum with that of the salt solutions. All spectra in Fig. 3 are shown at same scale except spectrum (a) where the y-axis was expanded for better observation of solvent ion peaks. The Fig. 2 Ion mobility spectra of different anions. The figure shows the different peak patterns observed for different anions. Distinct peak(s) observed for each anion have been numbered and their identity given in Table 3. Each anion was prepared in the ESI solvent at a mixing ratio of 10 ppm. Table 2 ESI-IMS of electrospray solvent: Table 2 shows the identity of each solvent ion peak in column A, the peak number assigned to each peak in column B, the molecular weight of the anions observed in column C, the drift time of respective anion with nitrogen as drift gas at 370 V cm21 electric field in column D, the drift time of respective anion with nitrogen as drift gas at 380 V cm21 electric field in column E, the drift time of respective anion with air as drift gas at 370 V cm21 in column F, experimental K0 values in column G, K0 values from other references in column H and reference numbers in column I B C D 370 V cm21 E 380 V cm21 F G H I Solvent ions Peak # Molecular weight/u Drift time (±0.05 ms) (nitrogen) Drift time (±0.05 ms) (nitrogen) Drift time (±0.05ms) (air) Measured K0 value (N2)/ cm2 V21 s21 Literature K0 value/ cm2 V21 s21 Reference # Chloride (Cl2) 1 35.45 6.29 6.02 6.27 2.99 ± 0.02 2.94 3.01 Nitrite (NO22) 2 46.01 6.78 6.53 6.76 2.75 ± 0.02 2.70 2.76 Formate (HCOO2) Nitrate (NO32) 3 4 45.02 62.00 7.01 7.54 6.72 7.32 6.96 7.53 2.66 ± 0.02 2.47 ± 0.02 NA 2.46 2.48 Acetate (CH3COO2) 5 59.04 8.01 7.73 7.99 2.32 ± 0.02 NA A Spangler and Carrico18; Griffin et al.20 Spangler and Lawless19; Carr21 NA Lawrence and Neudrofl17; Asselin22 NA Analyst, 2004, 129, 139–144 141 3.0 Parametric investigation 3.1 Electrospray solvent Fig. 4a and b are ion mobility spectra obtained for (a) ESI solvent only and (b) a 9:1 (v/v) solutions of acetonitrile and water at 370 V cm21. In both cases all five solvent ions peaks were observed. Comparison of spectrum (a) with spectrum (b) shows that, when acetonitrile was used as the solvent instead of methanol, intensities for the formate and acetate ion peaks were reduced, however, the intensity of the nitrite ion peak increased. There was no significant Table 3 ESI-IMS of different anions: with their drift times and experimental K0 values: Table 3 shows the peak number assigned to each peak in column 1, the identity of anion peak in column 2, the drift time of respective anion with nitrogen as drift gas in column 3, experimental K0 values in column 4. Previously mass identified molecular anions are marked (*) Peak number ESI anions from Drift time (±0.05 ms) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) Chloride* Nitrite* Formate* Nitrate* Acetate* Arsenate Arsenate Sulfate Sulfate Sulfate TNT* Phosphate Phosphate Phosphate 6.28 6.77 7.02 7.52 7.96 9.01 9.71 8.52 9.11 10.34 12.31 8.65 9.81 10.94 Measured K0 Values (±0.02 cm2 V21 s21) 2.99 2.76 2.67 2.49 2.32 2.08 1.92 2.19 2.05 1.81 1.52 2.16 1.91 1.71 Fig. 3 Effect of different nitrate–nitrite salts on the nitrate–nitrite peak response. In the figure are shown the mobility spectra of: (b) NaNO3 and (c) Ca(NO3)2, (e) KNO2, (f) NaNO2. The ion mobility spectra of the ESI solvent (part a. and d.) are shown twice for convenient comparison of the background spectrum with that of the salt solutions. All spectra in Fig. 3 are shown at same scale except spectrum (a) where y-axis is expanded for better observation of solvent ion peaks. 142 Analyst, 2004, 129, 139–144 change in the nitrate ion peak height. Fig. 4c and d illustrate the ion mobility spectra of 1 ppm sodium nitrate solution in (c) the ESI solvent and (d) the 9:1 (v/v) acetonitrile/water solution. Nitrate was successfully detected when acetonitrile was used as solvent instead of methanol. However, since no advantage was observed using acetonitrile instead of methanol as the ESI solvent, methanol was chosen as the solvent for direct analysis. 3.2 Solvent modifiers Fig. 5 illustrates the effect of various solvent modifiers on the response of the nitrate and nitrite ions at 380 V cm21. Solvent modifiers studied were 5% acetic acid, 1% formic acid and 1 mM sodium chloride in the 9:1 methanol–water solvent. In Fig. 5 ion mobility spectra of (a) the ESI solvent, (b) 5% acetic acid in the ESI solvent, (c) 1% formic acid in the ESI solvent and (d) 1 mM sodium chloride in the ESI solvent are shown. Comparison of the solvent ion peaks of the ESI solvent without modifiers (spectrum 5a) with solvent ion peaks of the ESI solvent with modifiers (spectra 5b, 5c and 5d) showed that the addition of modifiers in the ESI solvent suppressed the formate ion peak intensity (peak #3) but increased the nitrate ion peak intensity (peak #4). Although, the nitrite ion peak intensity (peak #2) was suppressed with acetic acid as solvent modifier (Fig. 5b) the intensity of this peak increased with the addition of formic acid and sodium chloride. While it may be possible to increase the sensitivity of ESI-IMS towards nitrate and nitrite by addition of selected modifiers, it appears that the background response of nitrate and nitrite will also be increased. Thus, more extensive investigations are needed before the optimal modifier conditions can be determined. 3.3 Sample introduction For on-site measurement applications of aqueous environmental samples, minimum sample preparation is desired. Since corona discharge ionization occurred with high (greater than 40%) water concentration in the ESI solvent,16 experiments were conducted Fig. 4 Effect of organic solvent on solvent ion response. The figure shows the ion mobility spectra observed of (a) 90:10 (v/v) solutions of methanol and water and (b) 90:10 (v/v) solutions of acetonitrile and water. Part (c) and (d) illustrates the ion mobility spectra of 1 ppm sodium nitrate solution in (c) 90:10 (v/v) solutions of methanol and water and (d) 90:10 (v/v) solution of acetonitrile and water. where 9:1 (v/v) methanol–water solution was used as the carrier solvent and injections of 100% water solutions (with and without nitrate ions) were made. The ion mobility spectra thus obtained were then compared to ion mobility spectra obtained with injections of 9:1 (v/v) methanol–water solutions (with and without nitrate ion). Fig. 6 represents a series of ion mobility spectra at 380 V cm21 with injections of (a) 9:1 (v/v) methanol–water solution, (b) 100% water and (c) 20 ppm nitrate in 100% water. Comparison of spectrum (a) with spectrum (b) of Fig. 6 suggested that corona discharge could be avoided if the carrier solvent used is 9:1 (v/v) methanol–water solution and only injections of 100% water are made. Since, the analysis time required by this method is in milliseconds, amount of methanol used for a run is negligible (4.5 mL min21). Solutions of nitrate salts in 100% water with varying nitrate ion concentrations (0.1 ppm to 25 ppm) were analyzed and direct correlation was observed between the nitrate ion concentration and the IMS response. Fig. 6c) represents the ion mobility spectrum of a solution of 20 ppm nitrate in 100% water illustrating the increase in the response of the nitrate ion peak (number 4) with increase in the nitrate concentration. 3.4 Drift gas Because air is a readily available gas compared to nitrogen for onsite measurement applications, experiments were performed to evaluate the feasibility of using air as the drift gas instead of nitrogen at an electric field of 380 V cm21. Fig. 6d is the ion mobility spectra of solvent ions observed of 9:1 methanol–water solution when air was used as the drift gas and 6e is the ion mobility spectra of 20 ppm nitrate solution in 9:1 methanol–water (v/v) with air as the drift gas. As expected, because air contains 79% nitrogen, the same solvent ions were formed by the electrospray process when either drift gas was used. Table 2 reports the drift times of solvent ions in air and in nitrogen as the drift gas. From the results of the experiments in Fig. 6, it was concluded that direct sample introduction and use of air as the drift gas is possible with ESI-IMS. These results were promising in establishing ESI-IMS as a simple, Fig. 5 Effect of solvent modifiers in the ESI solvent [9:1 (v/v) solutions of methanol and water] on the solvent ions. The figure shows the ion mobility spectrum obtained of (a) the ESI solvent, (b) 5% acetic acid in ESI solvent, (c) 1% formic acid in the ESI solvent and (d) 1% sodium chloride (1M) in the ESI solvent. rapid, sensitive, and quantitative method for direct aqueous nitrate and nitrite analysis. 4.0 Analytical figures of merit Solutions of sodium nitrate and sodium nitrite with nitrate and nitrite ion mixing ratios ranging from 1 ppb to 30 ppm in the ESI solvent, were used to obtain calibration curves (ESI solvent: 9:1 methanol–water solution, ESI solvent flow rate: 5 mL min21, ESI voltage: 210.0 kV, drift gas flow rate 900 mL min21, cooling gas flow rate 50 mL min21, IMS tube temperature: 240 °C, IMS target screen voltage: 27.00 kV, IMS gate voltage: 25.26 kV). Ion current intensity of the nitrate and nitrite ion peak was plotted against concentration of nitrate and nitrite ion in the analyzed solution and equations for calibration curves were developed by least-squares technique. The calibration curves for nitrate and nitrite showed linear relationship between the analyte concentration and IMS response, over the concentration range studied with an instrumental detection limit of 10 ppb for nitrate and 40 ppb for nitrite ion concentration. The limit of detection for each ion was calculated at three times the signal to chemical noise ratio. The calibration curves showed r2 value of 0.98 and slope of 0.06 for nitrate and r2 value of 0.99 and slope of 0.11 for nitrite. Each point on the calibration curve was an average of three replicate measurements. 5.0 Analysis of environmental water samples To demonstrate the potential of ESI-IMS for the determination of nitrate–nitrogen in real world samples, environmental water samples were collected and analyzed. Collected samples were (A) tap water, (B) river water, (C) creek water and (D) creek water collected 6 miles down stream from site C. All samples were filtered with a 0.2 mm filter and methanol was added to each to Fig. 6 Effect of drift gas on IMS response. Ion mobility spectra illustrating the effect of 100% water injections and change in drift gas on the solvent ions and nitrate detection. The figure shows ion mobility spectra obtained of injections of (a) 9:1 (v/v) methanol–water solution with nitrogen as drift gas, (b) 100% water with nitrogen as drift gas, (c) 20 ppm nitrate in 100% water with nitrogen as drift gas, (d) 9:1 (v/v) methanol–water solution with air as drift gas and (e) 20 ppm nitrate in 9:1 (v/v) methanol–water solution with air as drift gas. Analyst, 2004, 129, 139–144 143 make a final solution of 9:1 methanol–water (v/v) compositions. Thus, based on the instrumental detection limits given above, the sample detection limit for nitrate was 0.01 ppm and 0.04 ppm for nitrite, well below the limits required for monitoring nitrate/nitrite in natural water samples. Three replicate measurements for each sample were made by ESI-IMS. IMS spectra of the above water samples at 370 V cm21 are shown in Fig. 7. The intensity for both nitrate and nitrite peaks were seen to increase over the background with the introduction of the collected samples, indicating that both nitrate and nitrite ions were present in the samples. The average intensity of the nitrate ion peak for each sample was determined from the ion mobility spectrum. Then, using the calibration curve and correcting for dilution, nitrate-nitrogen mixing ratio in each sample was determined. Nitrate-nitrogen concentration was the least in drinking water ( ~ 0.16 ppm) followed by river water ( ~ 0.36 ppm) creek water ( ~ 0.51 ppm) and creek water 6 miles down stream from the previous sample site ( ~ 0.72 ppm). These data are consistent with nitrate runoffs from heavily fertilized agricultural fields.24,25 Experimentally measured nitrate-nitrogen mixing ratio in drinking water (0.16 ppm) compared well with that reported for the maximum nitrate-nitrogen concentration found in the local water system (maximum 0.2 ppm)26,27 well below the maximum permissible limit of nitrate-nitrogen concentration in drinking water (10 ppm) set by the US Environmental Protection Agency (EPA). Fig. 7 Ion mobility spectra of different real world water samples. These spectra demonstrate sensitive, selective and rapid response for nitrate and nitrite in various real water samples. 144 Analyst, 2004, 129, 139–144 Conclusions ESI-APIMS appears suitable for the rapid determination of nitrate and nitrite in real water samples with instrumental detection limits as low as 10 ppb for nitrate and 40 ppb for nitrite. Distinguishing peak patterns observed for arsenate, phosphate, sulfate, chloride, formate, and acetate point to the potential ESI-IMS anion analysis in general. The ability to make direct water injection and to use air as the drift gas lead to the conclusion that a portable ESI-IMS instrument could be constructed. In addition, the high resolution of the separation along with its response to many anions with little interference indicates that ESI-IMS may serve as an alternate method to ion chromatography for the determination of a variety of anions in aqueous samples. Acknowledgements The authors thank the Idaho National Engineering and Environmental Laboratory, (INEEL) Idaho, and the US Army Research Office for partial financial support of this project. References 1 C. B. Shumate and H. H. Hill, Jr, Anal. Chem., 1989, 61, 601–606. 2 D. Wittmer, B. K. Luckenbill, H. H. Hill and Y. H. Chen, Anal. Chem., 1994, 66, 2348–2355. 3 H. M. Dion, L. K. Ackerman and H. H. Hill, Talanta, 2002, 57, 1161–1171. 4 G. A. Eiceman, Crit. Rev. Anal. Chem., 1991, 22, 17–36. 5 J. H. Weisburger, Nutr. Cancer, 1986, 8, 47–62. 6 T. L. Carson, Vet. Clin. North. Am. Food. Anim. Pract., 2000, 16, 455–464. 7 E. Graham, Clin. Biochem., 1998, 31, 195–220. 8 D. Connolly, Anal. Chim. Acta, 2001, 441, 53–62. 9 W. H. O. Tech. Rep. Ser., 1995, 859, pp. 1–54. 10 C. Oldreive and C. Rice-Evans, Free Radical Res., 2001, 35, 215–231. 11 B. M. Peyton and J. N. Petersen, Water Res., 2001, 35, 4237–4242. 12 A. E. Greenberg, L. S. Clesceri and M. A. Eaton, American Public Health Association, 18th edn. 1992, pp. 1–4. 13 A. A. Okemgbo, H. H. Hill, S. G. Metcalf and M. Bachelor, J. Microcolumn Sep., 2000, 12, 48–56. 14 N. E. Bradbury and N. R. Neilson, Phys. Rev., 1936, 49, 388. 15 C. Wu, W. F. Siems, G. R. Asbury and H. H. Hill, Anal. Chem., 1998, 70, 4929–4938. 16 G. R. Asbury and H. H. Hill, Int. J. Ion Mobility Spectrom., 1999, 2, 1–8. 17 P. A. Lawrence and P. Neudrofl, Anal. Chem., 1988, 60(2), 104–109. 18 G. E. Spangler and J. P. Carrico, Int. J. Mass Spectrom. Ion Processes, 1983, 267. 19 G. E. Spangler and P. A. Lawless, Anal. Chem., 1978, 50(7), 884. 20 G. W. Griffin, I. Dzidic, D. I. Carroll, R. N. Stillwell and E. C. Horning, Anal. Chem., 1973, 45(7), 1204. 21 T. W. Carr, Anal. Chem., 1979, 51(6), 705. 22 M. Asselin, New Concepts Symposium and Workshop on Detection and Identification of Explosives., 1978, p. 177. 23 J. I. Baumbach and J. Stach, 6th International Conference for Ion Mobility Spectrometry, Bastei, Germany, 1997. 24 R. F. Follett and J. L. Hatfield, Sci. World J., 2001, 1, 920–926. 25 R. E. Casey and S. J. Klaine, J. Environ. Qual., 2001, 30, 1720–1731. 26 Palouse Basin Aquifer Commmittee Report, University of Idaho, 2000. 27 Columbia Plateau Aquifer System Annual Report, 2000.
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