Figure III.4.3. Flow Injection Hardware Setup for ammonia determination for use in a unidirectional and/or stopped flow procedure.
Note: the schematic above shows the sample loop in the load mode.
Reproduced from J. Ruzicka, Flow Injection 2nd Edition (CD) FIAlab Instruments, with permission.
F igure III.4.4. Absorption spectra of the 5-aminosalicylate complex (heavy line) generated by using 50 mg L-1 NH3 and analyzed after a 5-minute reaction time. The lighter line is the reference. Absorption spectrum of the nitrite assay. Reproduced from J. Ruzicka, flow Injection 2nd Edition (CD) FIAlab Instruments, with permission.
III.4.1.3. Phosphate
Phosphorus is biologically important; it is an essential nutrient for the phytoplankton growth. Excessive inputs can lead to eutrophication of coastal marine waters, which is accompanied of abnormal growth of algae.
There are also condensed forms of phosphate as pyrophosphate and polyphosphates and organic phosphates. The environmental parameter known as “total phosphorous” TP, means the sum of all these forms. Other operational parameters are total reactive phosphorus (TRP), filterable reactive phosphorus (FRP), and total filterable phosphorus (TFP).
The natural phosphorus cycle does not depend on a significant atmospheric component (unlike nitrogen); being the chemical distribution of phosphorus between water and particulate components via adsorption and precipitation processes. Other bulk phosphorous sources are marine sediments, soils and rocks.
Most methods of phosphorus determination are based on the formation of phosphomolybdate heteropolyacid through the reaction of the analyte (phosphate) with molybdate in acidic medium (Figure III.4.5.). In a second step the heteropolyacid is then reduced to an intensely colored blue compound with a maximum absorbance band at 840 nm (McKelvie, Peat, and Worsfold, 1995).
PO43- + 12 MoO42- + 27 H+ H3PO4 (MoO3)12 + 12 H2O
H3PO4 (MoO3)12 Phosphomolybdenum blue Mo(V)
As reducing reagents for the second step have been proposed ascorbic acid or tin(II) chloride and being important potential interferences silicate and arsenate.
The phosphorus determined is defined as “molybdate reactive” or soluble reactive phosphorus (SRP). When suspected the presence of other phosphorus containing organic compounds and condensed phosphates the process initiates with chemical, photochemical, thermal or microwave digestion prior to the molybdate reaction.
The following automatic apparatus is a commercially designed colorimetric analyzer for different parameters in water samples being phosphorus one of them (Model 31 500). The sample is introduced into the analyzer by a piston pump and mixed with measured amount of reagent that is introduced by another piston pump. The mixture develops the corresponding color, which will be monitored when introduced into the cell.
Other parameters (small design changes) are copper, chromate, high range silica, permanganate, free chlorine, hardness, phenolphthalein alkalinity, ozone, hydrazine, chlorine dioxide, etc.
Figure III.4.5. Schematic view of a commercially available colorimetric analyzer for phosphate determination. L-s, lamp source; W, waste; pmt, photomultiplier tube; r, reactor; c-c, colorimetric cell; r-p, reagent pump; s-p, sample pump.
III.4.1.4. Metals
There are numerous colorimetric methods for metals. Most of these methods are very useful to analyze samples like drinking waters; however, for other type of samples, like wastewater, the presence in high contents of interfering substances brings to select other analytical measurements. The most popular method in use today involves one form or another of atomic spectroscopy especially flame atomic spectrophotometry. The X-ray emission spectroscopy is useful primarily for solid samples. Electrochemical methods, like polarography and anodic stripping voltammetry, which are quite sensitive, are mostly confined to research purposes rather than routine analyses.
Some spectrophotometric examples on metal determination are presented below.
Determination of Calcium in Drinking Water Samples
The method is based on the formation of the complex calcium with o-cresolphthalein [Ca-C32H32N2O12] at pH 10.0. The borax buffer and the reagent (through 2 and 3, respectively at 0.8 mL min-1) merge in a 50 cm length reactor R1 (Figure II.4.6). 20 L of the sample are inserted through the insertion valve into the resulting mixture and, after flowing through R2 (50 cm length), are leaded to the flow cell were absorption is recorded at 575 nm.
Figure III.4.6. Flow assembly for determination of calcium in drinking water samples. R, reactors; P, peristaltic pump; I v, injection valve; D, detector; and, W, waste. 2, buffer; 3, reagent; both streams 1 and 2, flowing at 0.8 mL min-1. All PTFE tubing is 0.5 mm internal diameter.
Determination of Chromium, Speciation of Cr (III) and Cr (VI)
Cr (VI) reacts with 1,5-diphenylcarbazide (DCP) yielding a colored complex with maximum absorbance at 540 nm. Cr (III) do not interfere with this reaction and its determination is based on the same reaction after being oxidized to Cr(VI) by Ce (IV). A flow assembly provides the simultaneous or sequential determination of both chromium valences. Figure IV.4.7 depicts the flow-assembly for the sequential speciation. A selecting key allows the passage of the reagent or the oxidant. The first step consists in inserting the sample into a sulfuric acid stream and then merging with the reagent for the determination of Cr(VI). The second step is a new sample insertion to be oxidized by Ce(IV) before merging with the reagent and results in a transient signal proportional to the total chromium amount.
Flow–rates (in mL min-1) were: 0.37, 0.30 and 1.22 for DPC, oxidant and sulfuric acid, respectively. A water-bath for the oxidation is required.
A flow assembly similar to the depicted has also been proposed for the speciation of As(III) and As(V). The oxidant was the potassium iodate and the colorimetric reaction was with molybdenum blue.
An alternative to the sequential determination is a simultaneous speciation in a flow manifold in which the selecting key has been substituted by a splitting point and a double flow-cell.
Figure III.4.7. Flow assembly for speciation of Cr (III) and Cr (VI). 1, DCP solution; 2, oxidant; 3, sample; 4, sulfuric acid as carrier. a, the way for oxidant; and b, way for DCP. P, peristaltic pump; Iv, injection valve; S, selecting key; R, reactors; D, detector; W-b, water-bath at 42 ºC; and W, waste.
The reported chemical fundamentals for chromium speciation have been also applied for the continuous monitoring of water (rivers, irrigation channels, estuaries, etc.). The Figure III.4.8 depicts an FIA assembly for continuous monitoring of Cr (VI) and periodic measurements of Cr(III); the assembly is of the reverse-FIA type in which aliquots of reagent solutions are inserted through the injection valve instead of the sample; the sample stream is the carrier. The basic manifold presented in the above mentioned figure illustrates the continuous passing of the sample (the carrier) which merges with the DCP and allowing the continuous monitoring of Cr(VI) by giving a continuous output; when the injection valve is actuated the insertion of Ce(IV) oxidizes the Cr (III) and resulting in transient signals proportional to the total c hromium presence (Figure III.4.9).
Figure III.4.8. Continuous monitoring of Cr(VI) and periodic measurement of Cr(III) by a reverse FIA assembly.
1 , oxidant Ce(IV); 2, water sample as carrier; and 3, DCP solution. Flow-rates were 1.2 and 1.4 mL min-1 for channel 2 and 3, respectively. Reactor length: 600 cm R1 and 50 cm R2. Oxidant volume to be inserted 169 μL.
Figure III.4.9. Type of outputs from the r-FIA for continuous monitoring of Cr (VI) (continuous output, a) and periodic measurements of Cr (III) (b peaks) (transient signals) equivalent to the total chromium concentration.
To obtain a sequentially monitoring of Cr(III) and Cr(VI) the alternative manifold is depicted in Figure III.4.10, in which the carrier (water sample) splits in two different streams for a two separated manifold branches one for each chromium oxidation status. A selecting key allows or prevents the passage of the resulting reaction. Absorption measurements were done at 540 nm. In Figure III.4.11 are presented the outputs form the Cr measurements.
F igure III.4.10. A r-FIA assembly for “continuously sequential” monitoring of Cr (III) and Cr (VI). Upper Pump: 1, DCP solution; 3, acidic medium at 0.3 mL min-1. Lower pump: 1; DCP solution; 3, oxidant Ce(IV) in acidic medium at 0.3 mL min-1. For both pumps, 2, water sample as carrier and flowing at 1.9 mL min-1. Reactor lengths: Upper branch, 20 and 50 cm for R1 and R2, respectively. Lower branch; 600 and 40 cm, for R1 and R2, respectively.
Figure III.4.11. Outputs from the sequential continuous monitoring of Cr(VI), outputs a; and, Cr (III): total chromium outputs b.
Determination of Lead in Water by a Sequential Injection Analysis (SIA) Flow Assembly
The method is based on the catalytic effect of the Pb(II) ions on the redox reaction resazurine – sulfide in alkaline media. The catalytic reactions are very sensitive though lack selectivity. Several metals interfere with this redox reaction: namely, Cu(II), Co(II), Ni(II) and Fe(III) even at very low concentrations. The analytical former applications of this reaction implied the use of a certain number of tedious steps including toxic reagents to avoid interferences. To improve the selectivity and bearing in mind lead forms iodo-complexes in an acid medium unlike the other cited ions, the reported method uses a previous sample pre-treatment with potassium iodide and then the formed iodo-complexes are retained in a solid phase-reactor (placed in the external loop of an auxiliary injection valve) filled with the anionic resin exchanger AG1 X8 (Figure III.4.12). The retained lead iodo-complexes were eluted by 90 L of 0.2 mol L-1 NaOH solution. The method was applied to drinking water samples and results were compared with the obtained with the electrothermal atomization Atomic Absorption Spectrometry.
Figure III.4.12. SIA assembly for spectrophotometric Pb (II) determination. P, peristaltic pump; h-c, holding coil; D, detector; s-v, 8-port selecting valve; W, waste; Iv, injection valve provided with the solid-phase reactor filled with the anionic resin; m-c, mixing chamber; and D, detector. The manifold is implemented with a 0.8 internal diameter PTFE tubing.
III.4.1.5. Chlorine
Tandem-flow multi-commutation assembly
An automated method for determination of free chlorine in water samples can be performed based on the oxidation of dianisidine as colorimetric reagent to release a colored product that can be spectrophotometrically monitored at 445 nm.
D ianisidine in acidic medium Oxidized dianisidine by chlorine
The automation of the method is based on the “tandem flow” approach, which uses a set of solenoid valves acting as independent switches. The operating cycle for obtaining a typical analytical transient signal can be easily programmed by means of friendly software running in the Windows environment.
The manifold comprises a set of three solenoid valves acting as an independent switch. See Figure III.4.13. The sample (channel Q3) merges with a 0.5 mol L-1 HCl solution (Q4); the global chlorine is converted into chlorine and transported through the gas diffusion membrane. Valves 2 and 3 control the time of stopped-flow and then the time of pre-concentration (volume of sample and diffusion of chlorine to a basic solution (Q2) acting as acceptor solution). The resulting basic solution causes the quantitative decomposition of chlorine into hypochlorite, which facilitates the gradient solution and transport process through the membrane. After this pre-concentration step the volume comprised between valves 2 and 3 is forced to the flow system and merges with the solution of dianisidine (Q1). A previous solenoid valve is used for recycling the non-inserted reagent solution.
The high sensitivity and selectivity of the method is due to the manifold is provided with a gas-diffusion unit which permits the removal of interfering species as well as the pre-concentration of chlorine. The separation unit was made with two pieces of methacrylate being screwed together, the groove carved in the pieces formed a channel that is split by the fluoropore membrane filter of 0.5 m pore size, which is held firmly between the two blocks (Figure III.4.14).
Figure III..4.13. Tandem-flow assembly for the determination of chlorine. Q1= Q2= 5.2 mL min-1, Q3= 0.6 mL min-1, Q4= 5.0 mL min-1. Q1: 10-3 mol L-1 o-dianisidine in 1 mol L-1 acetic acid; Q2: 0.005 mol L-1 NaOH, Q3: sample; Q4: 0.5 mol L-1 HCl ; P, peristaltic pump; V1, V2, and V3, solenoid valves; D, detector; and, W, waste.
Fig III.4.14. Lateral view of one block from the gas-diffusion unit .
The method for a concentration step of 30 seconds, resulted in a dynamic linear range from 0.05 to 1.30 g mL-1 of chlorine; the limit of detection is 0.05 g mL-1; the reproducibility (as the rsd of 42 peaks of a 0.72 g mL-1 chlorine solution) is 1.5 % and the sample throughput is 38 h-1.
III.4.1.6. Cyanide
Measurements by a segmented-flow assembly
Cyanide is highly toxic to mostly living organisms by preventing the normal activity of metal-containing molecules due to its property of strongly complexing metal cations. However, in low concentrations it is biodegradable by some bacteria. It can be found in industrial wastewater effluents, it is used in mining and different industries.
Hydrogen cyanide and cyanide salts are important environmental problems and there are numerous methods for determination of cyanide in air, water, workplace, etc. Hydrogen cyanide in environmental or workplace air is usually collected by flushing the sample (filtered to distinguish from the particulate cyanide) in sodium hydroxide solution, and then measured by the spectrophotometric procedure. It should be pointed out the problems derived from the instability of the samples (hydrogen cyanide is highly volatile). However, the presence of carbon dioxide from the sampling air may lower the pH and facilitate the releasing of hydrogen cyanide gas. Other problems appear from the oxidizing agents in solution, which may transform cyanide during storage and handling. It is recommended for the storage of cyanide samples to collect the samples at pH 12-12.5 in tightly closed dark bottles and store them as soon as possible in a cool, dark place. It is also recommended that the samples be analyzed immediately upon collection.
Particulate cyanides are known to decompose in moist air with the liberation of hydrogen cyanide. Filters are usually used to trap particulate cyanides, which can be quantified separately after acid distillation.
Inorganic cyanides in water sample can be present both as complexed and free cyanide and the determination of cyanide in water is usually classified in free cyanide, cyanide amenable to chlorination, and total cyanide.
Cyanides are usually measured by a sensitive colorimetric/ spectrophotometric procedure that can detect levels down to about 5 parts per billion in water. Since much of the cyanide in an industrial plant effluent is likely to be bound to metal ions, the sample is acidified and irradiated with UV light to convert metallo-cyanides into simple cyanides. The hydrogen cyanide formed is easily separated from the rest of the matrix when the sample flows through the dialyser provided with a porous membrane; the hydrogen cyanide ion is retained by the diluted alkaline flow stream.
The resulting alkaline stream merges with the chloramine T (N-chloro-p-toluene sulfonamide sodium salt) stream at pH less than 8 and the cyanide is converted into cyanogen chloride (CNCl). Finally the resulting cyanogen chloride gives a reddish-violet color compound by reaction with pyridine and barbituric acid.
The Figure III.4.15 depicts the segmented-flow method for the determination of the cyanide. In this methodology the liquid streams are segmented by air bubbles (periodically inserted). The solutions “closed” between two consecutive air bubbles are homogeneous (as contrary in FIA with the gradient concentration) and the transient signal is not a peak; it is theoretically speaking a rectangle, in practice a curved rectangle.
Figure III.4.15. Cyanide determination by stopped-flow
W, waste; m, porous membrane; D, detector; C, computer; P, peristaltic pump; L, UV lamp; and, R, reactors.
Solutions: 1 and 4, air; 2, sample or reference; 3, acidic medium; 5, alkaline medium; 6, chloramines T; 7, pyridine and barbituric acid solution.
Wavelength measurement at 570 nm
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