Qizhou Dai,
Liling Chen,
Shijie Zhou and
Jianmeng Chen*
College of Biological and Environmental Engineering, Zhejiang University of Technology, Hangzhou 310032, China. E-mail: jchen@zjut.edu.cn; Fax: +86 571 88320882; Tel: +86 571 88320276
First published on 10th February 2015
In this study, the kinetics and mechanism of direct ozonation organics in aqueous solution were explored. Phenoxyacetic acid was selected as the model pollutant and ozonation experiments were performed in a bubble batch reactor to determine the rate constants for the direct reaction. Two kinetic methods were used for determination of different kinetic rate constants (kapp and ki). The first group of results showed that degradation of phenoxyacetic acid followed pseudo-first-order kinetics. A simplified model was derived related to the operational parameters on phenoxyacetic acid degradation, and the apparent rate constant kapp was obtained. The reaction was proved in the slow kinetics of the gas–liquid reaction, and the kinetic constant ki was built. Influence of pH on kapp and ki, the O3 dosage, and the initial phenoxyacetic acid concentration were carefully analyzed.
Some effective efforts have been made in reduction of the toxicity of pharmaceutical wastewater, such as advanced oxidation processes (AOPs).9–11 Ozonation is a useful AOP in water treatment technology because ozone is an oxidizing agent showing high reactivity with different kinds of pharmaceuticals.12,13 During ozonation, ozone either reacts selectively with organic pollutant or decomposes in water to form free hydroxyl radical, which is another stronger oxidizing agent with high potential (2.80 eV) leading to indirect reactions.14
The reaction of target pollutant B with molecular ozone (O3) and hydroxyl radicals (˙OH) during ozonation is expressed in eqn (1) and (2) parallel reactions:15
B + O3 → products | (1) |
B + ˙OH → products | (2) |
Thus, for an ozone-reacting compound B, the chemical reaction rate rB can be expressed as follows:
rB = −(zkO3[B][O3] + kOH˙[B][˙OH]) | (3) |
The stoichiometric ratio z is the number of moles of compound B consumed per mole of ozone consumed. kO3 is the second-order rate constant between ozone and compound B, and kOH is the second-order rate constant between hydroxyl radical and compound B. [B], [O3], and [˙OH] are the concentrations of target compound B, ozone, and hydroxyl radical, respectively.
Ozonation is a heterogeneous reaction and the kinetics of heterogeneous reactions are governed by absorption theories of gases in liquids along with chemical reactions.16 So far, the two most commonly applied absorption theories are the film and surface renewal theories. Two-film theory is relatively mature and has been widely applied. The basis of the theory is mainly diffusion law and the gas–liquid mass transfer model. Thus the main aim of ozonation kinetics is to derive the mass transfer coefficients and reaction rate constants. Eqn (4) represents the mass transfer of ozone from the gas phase to the liquid phase, where kLa is the volumetric mass transfer coefficient.
(4) |
In view of the competition between ozone decomposition and the intermediates produced in the processes, absorption rate equations are unsuitable for irreversible second-order reactions.17 It is necessary to add a radical scavenger into the reactor to avoid ozone decomposition. The ozone decomposition mechanism involves an initiation reaction, a propagation reaction, and a termination reaction. The free radical species are exactly formed in the initiation or propagation reactions of ozone with agents such as hydroxyl and hydroperoxide ion. Among these, the hydroxyl radical is the main threat.18 tert-Butyl alcohol (TBA) reacts with hydroxyl radicals quickly (k = 5 × 108 M−1 s−1) and O3 slowly (k = 0.03 M−1 s−1),15,19 therefore, TBA can be used as a hydroxyl radical scavenger.
Although there have been some studies on oxidation of relevant pharmaceuticals,12 the developing kinetic aspects are still limited. In this study, phenoxyacetic acid (PAA) is selected as the model pollutant because it is an important pharmaceutical intermediate and widely applied in the pharmaceutical industry. It can be used as the parent molecule of herbicides, highly toxic compounds applied in the agricultural fields, and also in preparation of cefazolin, penicillin, and meclofenoxate.
The aim of this study was to establish a database with kinetic rate constants for the direct reaction of PAA degradation. Two kinetic methods for PAA degradation in the ozonation system were used and corresponding models were built. One relatively macroscopic kinetics model was established with the ozone dosage, the initial concentration of phenoxyacetic acid, and the pH value, which could be used easily in highly concentrated organic wastewater pollution treatment with ozonation. Another model studying the characteristics of the initial kinetic to reflect the reaction rate constant was also discussed. This paper provides basic data and kinetic reference for ozonation of pharmaceutical wastewater.
All other chemicals used in the experimental process were analytical reagent or guaranteed reagent. Ultra-pure water was used as experimental water. The pH value of the solutions was adjusted with sodium hydroxide.
Fig. 1 Effect of presence and absence of TBA on degradation of phenoxyacetic acid. Experimental conditions: [PAA]0 = 1000 mg L−1, ozone dosage = 40 mg min−1. |
Intermediates formed during ozonation with TBA were identified by HPLC, IC, and GC-MS technologies. By comparison with intermediates formed during ozonation alone, as described in a previous article,17 it was found that TBA rarely affected the categories of intermediates.
rPAA = −kapp[PAA] | (5) |
Integration of the apparent rate constant leads to
(6) |
No. | T/K | pH | [PAA]0/mg L−1 | TBA/mmol L−1 | QO3/mg min−1 | R2 | kapp/min−1 |
---|---|---|---|---|---|---|---|
1 | 298 | 3 | 200 | 50 | 40 | 0.9915 | 9.68 × 10−2 |
2 | 298 | 3 | 500 | 50 | 40 | 0.9939 | 3.64 × 10−2 |
3 | 298 | 3 | 1000 | 50 | 40 | 0.9934 | 1.68 × 10−2 |
4 | 298 | 3 | 2000 | 50 | 40 | 0.9962 | 0.62 × 10−2 |
5 | 298 | 3 | 1000 | 50 | 16 | 0.9970 | 0.51 × 10−2 |
6 | 298 | 3 | 1000 | 50 | 24 | 0.9971 | 0.79 × 10−2 |
7 | 298 | 3 | 1000 | 50 | 32 | 0.9976 | 1.28 × 10−2 |
8 | 298 | 5 | 1000 | 50 | 40 | 0.9952 | 1.75 × 10−2 |
9 | 298 | 7 | 1000 | 50 | 40 | 0.9973 | 1.61 × 10−2 |
10 | 298 | 9 | 1000 | 50 | 40 | 0.9967 | 1.70 × 10−2 |
11 | 298 | 11 | 1000 | 50 | 40 | 0.9952 | 1.70 × 10−2 |
If relatively macroscopic kinetics are established with optimization of operational factors, this will allow control of the highly concentrated organic wastewater pollution by ozonation. As dissolved ozone concentration is difficult to calculate, a relationship between kapp and O3 dosage is supposed. Therefore, an empirical equation forms as suggested by Dai et al.:21
(7) |
Eqn (7) expressed in logarithmic form becomes
(8) |
Regression analysis was conducted between the first item and the O3 dosage, the initial concentration of PAA, and the pH value, respectively. Corresponding α and β were equal to 1.3273 and −1.1816 (Fig. 2a and b) with linear correlation coefficients of 0.9918 and 0.9948, respectively. As a result of the nonlinear relationship between lnkapp and ln[OH−], γ was regarded as 0 (Fig. 2c).
Thus eqn (8) can be converted to
(9) |
As the experiments were done at room temperature, Aexp(−Ea/RT) was obtained from substitution of all experimental data into eqn (9). The result was equal to 0.51. Finally, the kinetic model turns into
[PAA]t = [PAA]0exp(−0.51QO31.3273[PAA]−1.18160t) | (10) |
(11) |
Some research23–25 has been done to study DO3. In the ozonation process, the empirical correlation of Johnson and Davis25 can be used to determine DO3:
DO3 = (5.9 ± 0.04) × 10−10T/μs | (12) |
Determination of the individual mass transfer coefficient kL in liquid phase is dependent on type of reactors. For the bubble batch reactor in the experiment, kL could be determined by detecting mass transfer of CO2. Based on the absorption reaction of CO2 in the Na2CO3–NaHCO3 system, with hypochlorite ion and NaAsO2 as the catalysts, k′L, the individual mass transfer coefficient of CO2, could be obtained using the plot method of Roberts and Danckwerts.26 The basic requirement was that the absorption reaction of CO2 was the pseudo first-order reaction. The absorption rate is defined as follows:
(13) |
Then eqn (13) can be converted into
(NCO2/[CO2]*)2 = (ak′L)2 + a2kCO2DCO2 | (14) |
From eqn (14), it can be seen that (NCO2/[CO2]*)2 ∼ kCO2DCO2 shows a linear relationship. k′L could be attained by variation of kCO2DCO2. DCO2 was equal to 1.58 × 10−9 m2 s−1. Finally, kL is determined by the calculation of eqn (15).27
(15) |
No. | T/K | pH | [PAA]0/mg L−1 | QO3/mg min−1 | kL/m s−1 | a | Ha number |
---|---|---|---|---|---|---|---|
1 | 298 | 3 | 200 | 40 | 8.10 × 10−5 | 95.3 | 1.86 × 10−2 |
2 | 298 | 3 | 500 | 40 | 8.10 × 10−5 | 95.3 | 1.14 × 10−2 |
3 | 298 | 3 | 1000 | 40 | 8.10 × 10−5 | 95.3 | 0.77 × 10−2 |
4 | 298 | 3 | 2000 | 40 | 8.10 × 10−5 | 95.3 | 0.47 × 10−2 |
5 | 298 | 3 | 1000 | 16 | 6.90 × 10−5 | 50.2 | 0.50 × 10−2 |
6 | 298 | 3 | 1000 | 24 | 7.20 × 10−5 | 62.8 | 0.60 × 10−2 |
7 | 298 | 3 | 1000 | 32 | 7.60 × 10−5 | 87.4 | 0.72 × 10−2 |
8 | 298 | 5 | 1000 | 40 | 8.10 × 10−5 | 95.3 | 0.79 × 10−2 |
9 | 298 | 7 | 1000 | 40 | 8.10 × 10−5 | 95.3 | 0.76 × 10−2 |
10 | 298 | 9 | 1000 | 40 | 8.10 × 10−5 | 95.3 | 0.78 × 10−2 |
11 | 298 | 11 | 1000 | 40 | 8.10 × 10−5 | 95.3 | 0.78 × 10−2 |
rPAA = −zki[PAA]b[O3]b | (16) |
The presence of dissolved ozone in water is a symbol of the slow kinetic regime. For the slow kinetic regime, the reaction factor E (eqn (17)) is 1, which is perceived as the ratio between the actual chemical absorption rate and that of physical absorption in the gas–liquid reaction.18
(17) |
This method has a disadvantage in that the value of the ozone concentration is vague. Actually, the concentration of dissolved ozone is theoretically zero at the beginning of reaction. Nonetheless, application of the mass balance of ozone in water is handled well with this problem. Eqn (18), in the case of a semi-batch reactor, is as follows:18
(18) |
(19) |
From the change of eqn (19), the concentration of ozone in the initial reaction is
(20) |
Combining eqn (17) and (20) allows us to determine kinetic constant ki in the initial stage:
(21) |
Table 2 shows that some parameters, such as individual mass transfer coefficients and the Hatta number, are useful to determine kinetic constant ki in the initial stage. Comparison of ki with different parameters, such as pH value, the initial concentration of PAA, and the ozone dosage is shown in Fig. 3. Fig. 3a shows the effect of different initial concentrations of PAA ([PAA]0) on ki. The greater the initial concentration of PAA, the less was ki, which was the same as the variation of kapp with increasing initial concentration of PAA. Fig. 3b shows the effect of the ozone dosage (QO3) on ki. When the ozone dosage increased from 16 to 40 mg L−1, ki could be regarded as independent of the value of the stable ozone concentration in agreement with Leitner et al.29 It is clear that the effect of ozone dosage on kapp is larger than on ki. Fig. 3c shows the effect of pH on ki. Increasing the pH value from 3.0 to 11.0, variation tendency of ki was not evident which is almost identical to that of kapp. This explained directly that the main sites of reaction result from molecular ozone only, and that ozone decomposition was inhibited well by TBA. Results shown in Tables 1 and 2 confirmed that the relationship between kapp and ki. kapp changed with variation of ki and the concentration of ozone.
The calculated results showed that all Ha constants are lower than 0.3 in PAA degradation by ozonation, so the reaction was proved to be in the slow kinetic regime of gas–liquid reaction. In kinetic study of the initial stage, establishment of the mass balance equation of ozone and PAA in water determined the kinetic constant ki.
Comparing ki and kapp under different conditions, the results implied that there were effects of PAA initial concentration on kapp and ki, and that these followed the same trend. The ozone dosage did not make any difference to ki, but did to kapp. Increasing the pH value from 3.0 to 11.0, variation tendency of ki was not evident which is almost identical to that of kapp and proved ozone decomposition was inhibited well by TBA. The mathematical models are able to reproduce the experimental observations concerning the reaction rate of direct ozonation. This paper provides basic data and kinetic reference for ozonation of pharmaceutical wastewater.
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