and also to implement titration [12Â± 31] and standard addition [32Â± 45] procedures in Â¯ ow analysis. Flow injection titration was Â® rst described by Ruzicka et al.  in 1977. A single-line manifold was employed, in which the sample was injected into the titrant carrier Â¯ uid and pumped towards a mixing chamber, before reaching the detector. In this system, the peak width is proportional to the concentration of the sample and, therefore, a calibration curve is necessary. This approach has been successfully applied to analyse samples from diÃ¥ erent matrices [13Â± 15]. Automatic Â¯ ow titrations based on variation of Â¯ ow rates of sample and titrant have been shown feasible [16Â± 19]. In such systems, two peristaltic pumps are employed and the sample Â¯ ow rate is usually maintained constant, while the titrant Â¯ ow rate is changed, generating a concentration gradient that allows carrying out the determination. Besides the use of two peristaltic pumps, this approach shows a drawback related to pumping tube deterioration. To overcome this problem, an alternated exponential Â¯ ow has been proposed , employing two peristaltic pumps to deliver sample and titrant solutions. The pumping speed of one pump is continuously increased, while the pumping speed of the other one is proportionall y decreased. A three-way solenoid valve is employed to alternate sample and titrant pumping between the two pumps, compensating for tube wear. Triangle-programmed Â¯ ow titration, proposed by Nagy et al. , is based on the linear increase of the titrant concentration, followed by its symmetrical decrease. As the sample Â¯ ow rate is maintained constant, two endpoints are obtained, allowing determination of the sample concentration. This approach has been applied to diÃ¥ erent systems, some employing a coulometric generation of the titrant [22, 23] and also using a linear volumetric Â¯ ow gradient [17, 24]. Titration in multisegmented continuous Â¯ ow systems has been described by Fleet and Ho . In this system, the sample and titrant Â¯ ow rates are maintained constant while the concentration of the titrant is varied, providing a concentration gradient. The peak width is proportional to the analyte concentration, which is calculated through an analytical calibration curve. Sequential injection analysis has been employed by Sultan et al.  to implement a spectrophotometri c Â¯ ow titration methodology to determine vitamin C in pharmaceutical products. A Ce(IV) standard solution was used as titrant and a calibration curve was necessary to carry out the analysis. Although Â¯ ow titration methodologies, such as those above mentioned, usually employ an analytical curve to Instituto de Qu|mica, UNICAMP, CP 6154, CEP 13083-970, Campinas, SaÃ¬ o Ã¨ Paulo, Brasil; 2 e-mail: firstname.lastname@example.org; 3 permanent address: Instituto de CieÃª ncias da Saude, UNIP, Objetivo, Campinas, Brazil Ã¨ An automated system to perform titration and standard addition in monosegemented Â£ow analysis by employing the simultaneous multiple injection is described. The system was controlled by a PC-AT-386 microcomputer through a home-made parallel interface, employing a diode array spectrophotometer as detector. Software was written in QuickBasic 4.5 to control the system and for data acquisition. A three-way solenoid valve was used in conjunction with a proportional injector to add the titrant solution or the standard solution to the sample, to carry out titration or standard addition, respectively. Only one standard solution was used in each procedure and diÂ¡erent quantities of titrant or standard were added to the sample by controlling the time interval in which the solenoid valve was switched on. Titration and standard addition curves similar to those of the manual methods were obtained in both cases, since the sample dispersion was very low due to the air bubbles of the monosegment. The titration system was evaluated through the determination of Fe(II) with a KMnO4 standard solution in pharmaceutical preparations. The standard addition process was assessed by determining Cr(VI) in natural waters and domestic wastewater using the diphenylcarbazide method. The results obtained in both methodologies did not diÂ¡er signiÂ¢cantly from the reference methods at a 95% conÂ¢dence level. Introduction Since its introduction in 1985 , monosegmented Â¯ ow analysis (MSFA) has proved useful to perform several diÃ¥ erent spectrophotometri c determinations, in both aqueous [2, 3] and gaseous [4, 5] matrices. As the most Â¯ ow analysis techniques, MSFA allows high sample throughput, with low consumption of reagents and sample. However, its main characteristic arises from the fact that dispersion of the sample is very low, even for long residence times, since the sample is injected into the system between two air bubbles. As a consequence, sensitive methodologies based on a catalytic reaction  and on solvent extraction  have been developed by employing MSFA systems. Concentration gradients are inherent phenomena in FIA [8, 9] and SIA  systems, since the sample undergoes dispersion. In these systems, sample dispersion is usually maintained as low as possible to provide sensitive methodologies. However, the gradient concentratio n proÂ® le generated when the sample dispersion is relatively high has frequently been exploited to perform sample dilution Journal of Automated Methods & Management in Chemistry ISSN 1463Â± 9246 print/ISSN 1464Â± 5068 online # 2001 Taylor & Francis Ltd http://www.tandf.co.uk/journals determine the concentration of the analyte in the sample, they can be performed without this calibration step. Korn et al.  have performed acidÂ± base titrations in Â¯ ow systems employing the concept of binary searching, in which the volumetric fractions of titrant and sample are continually varied until the stoichiometric ratio is reached. This procedure is feasible because the titrant and sample volumes inserted into the analytical path were exactly known. Araujo et al.  described spectroÂ¨ photometric and conductometric titration methodologies based on the calibration of the concentration gradient that takes place by injecting the sample in the titrant carrier stream. Since the dispersion of the sample is the same as the solution used in the calibration of the gradient, the concentration of the analyte in the sample can be determined straightforwardly from the titration curve obtained in a single injection. Recently, diÃ¥ erent approaches have been proposed to determine the titration end point in automatic monosegmented Â¯ ow systems, which were constructed by using solenoid valves [29Â± 31]. Martelli et al.  employed the binary search concept to determine the end-point in a potentiometric titration with NaOH standard solution. In this procedure, the sample volume was constant while the titrant volume was varied according to the successive approximation strategy. The volume of the monosegment was maintained constant, by adding proper aliquots of an inert diluent solution. During the titration, depending on the sample/titrant volume ratio, the potential of the indicator electrode can be higher and/or lower than a preset potential of the end-point. The titrant volume is varied until the preset potential is reached, then the titration is stopped. Honorato et al.  described the use of the Fibonacci algorithm to conduct spectrophotometric acidÂ± base titrations in a monosegmente d Â¯ ow system to determine the acidity of vinegar. Volumes of the sample and the titrant were always varied after each injection according to the algorithm, maintaining the volume of the monosegment constant. While the titration was carried out, the interval of uncertainty related to the titrant volume was minimized, until a predeÂ® ned interval was reached, indicating the titration end point. Ganzarolli et al.  also described an automatic potentiometric titrator to determine strong and weak acids with a standard sodium hydroxide solution. The end-point was determined by injecting several mixtures of sample and titrant in diÃ¥ erent volumetric ratios, deÂ® ned according to a successive approximation algorithm. Methodologies based on standard addition have been widely employed in chemical analysis to overcome drawbacks about matrix eÃ¥ ects. Since the procedures are usually time consuming, a great deal of attention has been paid to develop standard addition Â¯ ow systems, which allow speeding up the analysis [32Â± 47]. Three diÃ¥ erent approaches have been employed to perform standard addition in Â¯ ow systems, based on the continuous pumping of sample (reversed FIA) [32Â± 37], continuous pumping of the standard (conventional FIA) [38,39] or on the merging zone process [40Â± 44]. Tyson and collaborators [32Â± 35] proposed a standard addition procedure in FIA with AA detection, in which the sample was continuously pumped towards the nebu84 lizer, generating a steady-stat e absorbanc e signal. Discrete aliquots of standard solutions were then injected into the carrier stream, producing positive or negative transient signals whenever the standard concentration was higher or lower than the sample concentration, respectively. Therefore, a calibration curve was obtained and the sample concentration determined by interpolation in the equation of the curve. Israel and Barnes , in 1984, used the standard-to-sampl e injection principle described above to implement a simpler SAM based on only two injections, water (or other solvent matrix) and standard solution. Araujo et al.  described a Â¯ ow Â¨ system for generalized standard addition method (GSAM) based on single standard injection into a sample, pumped continuously towards the detector, to determine sodium, potassium and calcium by Â¯ ame photometry. Bechmann et al.  also proposed a Â¯ ow injection procedure for GSAM with photodiode array detection, where the sample is continuously pumped and merges with a carrier stream into which the standard is injected. In 1989, Israel and Barnes  developed a sample-tostandard addition method also based on two injections, blank and sample, which showed the disadvantag e of matching matrix composition into standard carrier composition. Beuchemin  employed a variation of the method proposed by Israel and Barnes  for ICP-MS. The concentrations of the samples were determined by means of three injections, that is, injection of the sample into a standard blank solution and into a standard (with concentration higher than the sample) carrier solution, and injection of the standard into the blank carrier stream. The merging zone concept has been also used to implement standard addition in Â¯ ow injection [41Â± 45]. In this approach, sample and standard are simultaneously injected into two symmetrical lines, which merge at a conÂ¯ uence point, providing the addition of standard to the sample. Zagatto et al.  described a merging zone Â¯ ow system for GSAM applied to determination of metals in alloys by ICP-AES. The main disadvantag e of this approach is the need to prepare many standard solutions to allow the addition of standard s at diÃ¥ erent concentrations. This drawback was overcome by GineÂ¨ et al. , who employed sampling of the dispersed zone to promote standard addition in a merging zone Â¯ ow manifold using a single standard solution for determination of nitrate in plants. The merging zone approach has been also implemented by employing a three-way solenoid valve-based Â¯ ow manifold  and even further improved by using a single injection of standard and sample [44, 45]. Standard addition methodologies have been also implemented in unsegmented Â¯ ow  and SIA  systems. Recently, CampÃµ Â¨ ns-Falco et al.  compared the perÂ¨ formance of diÃ¥ erent approaches [35, 36, 38Â± 40] for standard addition in FIA and Lavilla et al.  studied the applicability of the method proposed by Israel and Barnes  with and without the use of a matrixmatched blank for determination of metals in sewage sludge. As can be seen, Â¯ ow injection has been widely employed for the implementation of standard addition methodologies. However, these methods can show some limitations that arise from the fact that matrix eÃ¥ ects can be altered due to sample dilution and/or diÃ¥ erences in sensitivities when measurements are taken in the steady-stat e condition and during the transient signal. To avoid these problems, a mathematical model is usually derived, which takes into account these factors, allowing for the calculation of the sample concentration. Brito and Raimundo, Jr  introduced the simultaneous multiple injection (SMI) approach in monosegmented Â¯ ow analysis (MSFA). In the referred approach, a monosegment composed of air/solution 1/solution 2/solution 1/air is injected into the carrier Â¯ uid, being homogenized while it is propelled through the system towards the detector. In this case, one of the solutions should be the sample and the volume ratio between solutions 1 and 2 is chosen according to the requirements of the methodology that is being used. For example, in the original work , dilution of a blood plasma sample (diluting solution in larger volume) was performed for determination of glucose and addition of reagents (in smaller volume) was used for determination of nitrite in natural waters. Besides these applications, Silva and Pasquini  also used the SMI approach to develop a bisegmented Â¯ ow system for gas analysis. In the present work, the SMI approach is employed to implement titration and standard addition procedures in MSFA, taking one of the solutions injected into the system as a titrant or as a standard solution, respectively. A titration methodology employing potassium permanganate standard solution was developed to determine iron in pharmaceutical products and the results were compared with the US Pharmacopoeia method. Chromium (VI) was determined in natural waters and domestic wastewater by using the diphenylcarbazide method, and compared with the same procedure using a manual method. EXPERIMENTAL Reagents and solutions Analytical-grade reagents and distilled/de-ionized water were employed to prepare all solutions. For Fe(II) titration, the KMnO4 standard solution and Zimmermann-Reinhard t reagent were prepared as recommended . The KMnO4 was standardized using a primary standard grade Na2 C2 O4 reagent. A 0.1000 mol lÂ¡1 Fe(II) solution was prepared from Fe(NH 4 )2 (SO4 )2 . A 0.1000 mol lÂ¡1 Ce(IV) standard solution was prepared from Ce(SO4 )2 . For the standard addition procedure, a 10.00 mg lÂ¡1 Cr(VI) stock standard solution was prepared from K 2 Cr2 O7. A 2.0 mol lÂ¡1 H 2 SO4 solution and a 0.25% (w/v) diphenylcarbazide in 25% (v/v) acetic acid solution were also used. Pharmaceutical preparations and natural water samples were employed without any previous treatment. Wastewater samples were Â® ltered before injections. Monosegmented Â£ow manifold The monosegmented Â¯ ow analyser employed here has been described elsewhere . A home-made diodearray spectrophotomete r was employed as detector . An Ismatec MP13GJ-4 peristaltic pump equipped with Tygon 1 tubes was employed to propel the Â¯ uids. A proportional injector  was used in conjunction with a three-way solenoid valve (NResearch, 12 V, 80 mA) to perform the sample injection in the titration and standard addition procedures (Â® gure 1). In the titration procedure (Â® gure 1A), loops L3 and L4 (total volume Ë 265 ml) and loop L5 (50 ml) were employed to inject the titrant and the sample, respectively. In the standard addition procedure (Â® gure 1B), loops L3 and L4 (total volume Ë 250 ml) and loop L5 (80 ml) were used to inject sample and standard solution, respectively. An 800 mm long and 1.6 mm i.d. PTFE reaction coil was used in both procedures. Software was written in Microsoft QuickBasic 4.5 to control the manifold and data acquisition, allowing the injection of increasing quantities of titrant or standard solutions in the titration and standard addition procedures, respectively. Procedure The parameters of the spectrophotomete r and the analyser parameters were initially deÂ® ned by the user. These parameters include the wavelength of detection, the number of injections (up to 15) to obtain the titration or the standard addition curves, the number of replicates for each injection and the time intervals in which the three-way solenoid valve (Â® gure 1) is turned on during the sampling step. In the sampling step, the appropriate loops are initially Â® lled with the 0.1 mol lÂ¡1 sulphuric acid solution (titration) or de-ionized water (standard addition). Then, the solenoid valve is turned on and the titrant or the standard solution allowed to Â¯ ow into these loops. Concomitantly, the sampling loop is Â® lled with the respective sample. The time interval in which the solenoid valve is on is increased in each subsequent injection to add to the sample increasing quantities of titrant or standard solution. As soon as the time interval was completed, the sampling valve was automaticall y switched to the injection position. Once the monosegment had been introduced into the reaction coil, the sampling valve was moved back to the sampling position. A curve of absorbance versus time (time interval in which the valve is on) is plotted in real time on the video screen of the microcomputer. In the titration, a 0.1 mol lÂ¡1 sulphuric acid solution was employed as the carrier Â¯ uid at a Â¯ ow rate of 2.4 ml min Â¡1 . A 7.5Â£10Â¡4 mol lÂ¡1 KMnO 4 solution was injected through loops L3 and L4 (Â® gure 1A). Absorbance measurements were made at 525 nm. Sample solutions were prepared by transferring 1.0 g (Â§0.1 mg) of the material and 25 ml of the Zimmermann-Reinhard t solution to a 100.0 ml volumetric Â¯ ask, which was then Â® lled with de-ionized water. In the standard addition procedure, de-ionized water was used as carrier Â¯ uid at 2.0 ml minÂ¡1 . The 10.00 mg lÂ¡1 Cr(VI) standard solution was injected by employing loop L5 while the water sample was injected (a) carrier fluid air L1 waste L3 waste L5 L4 titrant sample L2 reaction coil waste water (b) carrier fluid air L1 waste L3 waste L5 L4 L2 sample water standard reactio coil waste Figure 1. Sampling valve assembly for (a) titration and (b) standard addition (valve in the sampling position). through loops L3 and L4 (Â® gure 1b). After the injection of the monosegment into the reaction coil, the sulphuric acid and diphenylcarbazide reagents were added to the sample at a Â¯ ow rate of 0.07 and 0.05 ml min Â¡1 , respectively, by employing an automatic reagent addition module described elsewhere . Absorbance measurements were carried out at 540 nm. Calibration of the system Since absorbance versus time curves are obtained in both procedures, it is necessary to determine the quantities of titrant or standard solutions added to the sample in each injection. In addition, as the sample is diluted in both procedures, the dilution factor needs to be calculated. For the titration procedure, loops L3, L4 and L5 are initially Â® lled with a KMnO 4 solution, whose concentration (C0 ) is exactly known. The monosegment is then introduced into the system and the absorbance (A0 ) is measured. In the subsequent measurements, these loops are initially Â® lled with water. Afterwards, the solenoid valve is switched on and the KMnO4 standard solution is allowed to partially Â® ll loops L3 and L4. After a preÂ® xed time interval (ti ), the valve is turned oÃ¥ and the monosegment is injected into the reactor. As the interval increases after each injection, diÃ¥ erent absorbances (Ai) are obtained. The KMnO4 concentration in the monosegment (Ci ), for each injection, is obtained multiplying the initial concentration of the standard solution (C0 ) by the absorbance ratio Ai /A0 . An analytical curve, Ci versus ti , is then obtained. The dilution of the sample is deter86 mined by measuring the absorbance of the monosegmen ted (As ) when loop L5 (sample) is Â® lled with KMnO 4 and loops L3 and L4 are Â® lled with water. The sample dilution factor ( f ) is given by the A0 /As ratio. In the case of the standard addition procedure, the concentration of Cr(VI) in the monosegment and the sample dilution are calculated in a similar manner, using the same KMnO4 standard solution. However, as loops L3 and L4 are for sample and loop L5 is for the Cr(VI) reference solution, that is, the reverse of the titration procedure, the Ai and As absorbance s are also obtained by Â® lling these loops with KMnO4 and water in an inverse manner. Furthermore, to obtain A0 , Ai and As values, water is added to the monosegment through the automatic reagent addition module  at the same Â¯ ow rate as reagents are added to the sample during the analysis. Results and discussion The monosegment Â¯ ow system described here mimics the manual procedures for titration and standard addition, since the sample is conÂ® ned in between two air bubbles. The system needs to be calibrated initially before performing either of these procedures to determine the quantity of titrant or standard solution added to the sample. Furthermore, the dilution of the sample should be determined to permit the calculation of the analyte concentration in the sample. 0.12 0.10 0.08 A/Ao 0.06 0.04 0.02 0.00 0.25 0.20 absorbance 0.15 0.10 0.05 0.00 4 6 8 time (s) 10 12 8 10 time s Figure 2. Analytical calibration curve obtained with the standard addition Â£ow set up (error bars are the SD of three measurements). The calibration step, as described above, works if Beerâ s law is strictly obeyed. Therefore, the response of the spectrophotomete r was Â® rstly evaluated, showing a linear response up to 7.5 Â£ 10Â¡4 mol lÂ¡1 when a KMnO 4 solution was employed. The repeatability and reproducibility of the quantity of solution (titrant or standard) added to the sample depends on the Â¯ ow rate constancy, pump pulsation and tubing wear, besides the interval in which the solenoid valve is turned on, whose control was done by the microcomputer. Owing to both the dead volume between the solenoid valve and the titrant/standard loop and the Â¯ ow rate of the titrant/standard solution, at least 2 (titration) or 5 (standard addition) seconds were necessary for the solution to reach the loop. Figure 2 shows an analytical calibration curve obtained with the standard addition Â¯ ow set-up, indicating the good relationship (r2 Ë 0.9993) between the time in which the valve is turned on and absorbance, and the good reproducibility of the measurements. The concentration of the standard added to the monosegment can be obtained by multiplying the ratio Ai /A0 by the concentration of the Cr(VI) standard solution. It is worth remembering that a linear response is obtained only if the solution does not completely Â® ll the respective loop. The calibration of the Â¯ ow titration set-up can be performed by a similar procedure, as described above. Once the system has been calibrated, it can be used straightforwardly, unless some parameter has been changed, such as the volume of the sampling loops, pump tubing or the Â¯ ow rate. The SMI approach to implement titration in MSFA was evaluated by employing the determination of Fe(II) with a KMnO4 standard solution. Preliminary experiments showed that a residence >80 s was necessary to complete the reaction, providing a sharp end point. Figure 3 shows a typical titration curve obtained in this condition. As a consequence of the low dispersion, the titration curve proÂ® le is similar to those obtained using manual methods. The end-point of the titration is given as the interval in which the solenoid valve was turned on, determined at the intersection of the linear portions before and after the end point. From the analytical calibration curve, similar to those shown in Â® gure 2, the concentration of KMnO4 in the monosegment is readily determined and the con- Figure 3. Titration curve obtained in the titration of a 5:18 Â£ 10Â¡3 mol lÂ¡1 Fe(II) solution with a 7:50 Â£ 10Â¡4 mol lÂ¡1 KMnO4 standard solution (error bars are the SD of three measurements). Table 1. Titration of artiÂ¢cial Fe(II) samples by MSFA and by the manual method. [Fe 2+ ]M S F A (mol l) (1.03 Â§ 0.02) Â£ 10 Â¡3 (5.18 Â§ 0.09) Â£ 10 Â¡3 (1.08 Â§ 0.04) Â£ 10 Â¡2 [Fe2+ ]M SF A (mol l) (1.00 Â§ 0.02) Â£ 10Â¡3 (5.15 Â§ 0.03) Â£ 10Â¡3 (1.02 Â§ 0.002) Â£ 10Â¡2 Table 2. Determination of Fe(II) in pharmaceutical formulations by MSFA and the US Pharmacopoei a  methods. Sample %Fe2+ %Fe2+ (MSFA) (US Pharmacopoeia) SD 19.63 Â§ 0.26 12.28 Â§ 0.71 7.82 Â§ 0.03 2.02 Â§ 0.01 0.932 Â§ 0.02 2.03 0.34 0.23 0.263 0.13 Iberin1 21.67 Â§ 0.32 Sulfato Ferroso Bunker1 12.62 Â§ 0.97 Sulfato Ferroso Fontovit1 8.05 Â§ 0.05 Fer-in-Sol2 2.28 Â§ 0.09 Sulfato Ferroso Bunker3 1.06 Â§ 0.03 Tablets; 2 oral solution; 3 syrup. centration of Fe(II) in the sample can be calculated from the reaction stoichiometry and the dilution factor. The system was Â® rst evaluated through the titration of Fe(II) solutions in the concentration range of 1.00 Â£10Â¡3 to 1:00 Â£ 10Â¡2 mol lÂ¡1 and the results obtained were compared with those of visual titration , by employing a KMnO4 standard solution as titrant. These results, shown in table 1, do not diÃ¥ er signiÂ® cantly at a conÂ® dence level of 95%, indicating the system is useful to perform Â¯ ow titration. The system was then applied to the determination of Fe(II) in pharmaceutical formulations, which were also analysed according to the procedure recommended by the US Pharmacopoeia . These results, shown in table 2, were statistically compared and no signiÂ® cant diÃ¥ erences were observed at a conÂ® dence level of 95%. 0.40 0.30 absorbance must be corrected considering the dilution undergone by the sample, as a result of the addition of the volume of L5 (standard loop) to the volume of L3 + L4 (sample loop) loops. Table 3 shows the values obtained in the determination of Cr(VI) in artiÂ® cial samples, containing diÃ¥ erent concentrations of the metal. The results obtained are in agreement with the expected value, suggesting the feasibility of the methodology. As the concentrations of Cr(VI) in water samples were lower than the detection limit of the DPC method, all samples were spiked with 0.40 mg lÂ¡1 of the metal to permit the evaluation of the system. Results obtained are listed in table 4 and compared with those obtained with the calibration curve method. As can be noted, the standard addition procedure can provide better results, mainly for more complex matrices, such as sea water and river water. A sampling frequency of 72 samples per hour was achieved with the experimental conditions employed, which means the determination of Cr(VI) in Â¹15 samples per hour, considering that Â® ve measurements are necessary to obtain a standard addition curve. The sample consumption was 0.5 ml per determination, which is very low when compared with methodologies based on the reversed-FIA approach, where sample is continuousl y pumped [32Â± 35, 37, 38]. Furthermore, as the measurements are made in the absence of concentration gradients, because sample is maintained between two air bubbles, the drawbacks regarding the sensitivity diÃ¥ erences due to sample/standard dispersion are readily overcome. 0.00 -0.2 Cr (VI) / mg L-1 Figure 4. Curve obtained by additions of Cr(VI) solution to a 0.200 mg lÂ¡1 Cr(VI) solution (error bars are the SD of three measurements). Table 3. Determination of Cr(VI) in reference solutions. Cr(VI) added (mg lÂ¡1 ) 0.200 0.400 0.800 1.000 Cr(VI)Ã¶MSFA (mg lÂ¡1 ) 0.201 Â§ 0.009 0.404 Â§ 0.002 0.823 Â§ 0.013 0.999 Â§ 0.025 Relative deviation (%) 0.5 0.9 2.9 70.1 Table 4. Recovery tests of Cr(VI) in waterss. Samples were spiked with 0.400 mg lÂ¡1 metal. Recovery (%) Water sample Tap water (Campinas) Sea water (Ubatuba) Pretinho River (Amazon) Pond 1 (UNICAMP) Pond 2 (UNICAMP) MSFA 100:3 Â§ 2:6 103:3 Â§ 1:3 108:2 Â§ 1:8 104:0 Â§ 4:7 102:4 Â§ 1:0 Conventional method 99:96 Â§ 2:0 93:5 Â§ 1:0 78:9 Â§ 0:7 102:04 Â§ 1:0 101:49 Â§ 1:0 Conclusions The simultaneous multiple injection approach has been demonstrated as a feasible alternative to implement titration and standard addition procedures, employing MSFA. The proposed system presents as its main advantage a similarity with the manual methods, that is, the monosegment can be considered a microvolumetric Â¯ ask. As a consequence, data are easily treated and complex equations are not necessary, since sample dispersion is minimal. Moreover, the SMA-MSFA system also provides the advantages of Â¯ ow methodologies, such as low consumption of sample and reagents and high sample throughput. The experimental conditions employed here allowed a sampling frequency of 120 samples per hour, which means 15 determination per hour, considering that the end-point can be determined from an eight-point titration curve, with a sample consumption of 1 ml. The determination of Cr(VI) in diÃ¥ erent water samples was employed to assess the system for the standard addition methodology. In this case, loop L5 was used to add the reagent to minimize sample dilution and also evaluate the addition of small volumes of solution. Figure 4 shows the curve obtained by the addition of standards to a 0.200 mg lÂ¡1 Cr(VI) reference solution. As can be seen, the repeatability is good and the Cr(VI) concentration can be obtained from the extrapolation of the curve, as in the manual method. However, the value obtained Acknowledgements The authors kindly acknowledge Professor C. Pasquini and Dr J. J. R. Rohwedder for helpful discussions, Professor C. H. Collins for revision of the manuscript, and the Conselho Nacional de Desenvolviment o CientÃµ Â¨ Â® co e Tecnologico (CNPq, Brazil) for Â® nancial support Â¨ and for the fellowship to M.A. References 1. Pasquini, C. and Oliveira, W. A., Analytical Chemistry, 57, 1985, 2575. 2. Smiderle, M., Reis, B. F. and Rocha, F. R. P., Analytica Chimica Acta, 386, 1999, 129. 3. Nogueira, A. R. A., Brienza, S. M. B., Zagatto, E. A. G., Lima, Â¨ J. L. F. C. and AraUjo, A. N., Analytica Chimica Acta, 276, 1993, 121. 4. Silva, M. C. 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Journal of Automated Methods and Management in Chemistry – Hindawi Publishing Corporation
Published: Sep 14, 2014