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Article

Advanced Heterogeneous Fenton Treatment of Coalbed Methane-Produced Water Containing Fracturing Fluid

1
State Key Laboratory of Coal Resources and Mine Safety, China University of Mining & Technology, Xuzhou 221116, China
2
School of Mines, Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China, China University of Mining & Technology, Xuzhou 221116, China
*
Author to whom correspondence should be addressed.
Processes 2018, 6(5), 40; https://doi.org/10.3390/pr6050040
Submission received: 24 March 2018 / Revised: 16 April 2018 / Accepted: 19 April 2018 / Published: 24 April 2018

Abstract

:
This study investigated the heterogeneous Fenton treatment to process coalbed methane-produced water containing fracturing fluid and chose the development region of coalbed methane in the Southern Qinshui Basin as a research area. We synthesized the catalyst of Fe-Co/γ-Al2O3 by homogeneous precipitation method and characterized it by BET, XRD, SEM-EDS, FTIR, and XPS. Based on the degradation rate, we studied the influences of the heterogeneous Fenton method on the coalbed methane output water treatment process parameters, including initial pH, H2O2 concentration, and the catalyst concentration. We also investigated the impacts of overall reaction kinetics of heterogeneous catalytic oxidation on coalbed methane-produced water containing fracturing fluid. Results showed that Fe-Co/γ-Al2O3 as a Fenton catalyst has a good catalytic oxidation effect and can effectively process coalbed methane-produced water. This reaction also followed first-order kinetics. The optimal conditions were as follows: the initial pH of 3.5, a H2O2 concentration of 40 mol L−1, a catalyst concentration of 4 g/L, and an apparent reaction rate constant of 0.0172 min−1. Our results provided a basis to establish methods for treating coalbed methane-produced water.

1. Introduction

Coalbed methane is an important source of natural gas that is produced during coal formation and found in coal seams in an adsorbed state [1,2]. Coalbed methane is generally produced through drainage and pressure lowering [3]. In this process, coalbed methane-produced water is also produced. After undergoing water-rock and water-gas interactions, the quality and quantity of this type of water change greatly, yielding a complicated composition. It causes soil salinization and surface and ground water pollution if is discharged directly into the environment. And these pollutions cause an adverse impact on industrial and agricultural production as well as human health. Most coalbed methane reserves in China are concentrated in arid north and northwest regions. If coalbed methane-produced water in these regions can be appropriately treated and utilized for industrial purposes, irrigation, or drinking water sources, water shortage could be significantly alleviated.
As stated above, the compositions of the water produced from coalbed methane could be very complicated. Generally speaking, the major compositions are limited to the solved ions, including both cations and anions, and organics from the chemicals used in the methane extraction process, while the compositions of trace metals and isotopic chemicals are rarely reported. Specifically, the ions in the water produced from coalbed methane include Sodium (Na), bicarbonate ( HC O 3 ), Calcium (Ca), sulfate ( SO 4 2 ), Magnesium (Mg) and other Total Dissolved Solids (TDS), depending on the geographical locations of the wells [4].
The management and treatment of coalbed methane-produced water have been of great interest to engineers and scientists. So far, two typical options have been proposed so far. The first treatment method is disposal by reinjection. In the method, the produced water is injected to the deep underground, so that it will not bring direct side impacts to the environment and human beings on the ground. This option is only applicable for small amounts and for non-harmful water. By now, this option has been used in the San Juan Basin (New Mexico State) and the Piceance Basin (Colorado State) in the United States of America (USA) [5]. The biggest advantage of this method is the low cost. The second treatment method is direct disposal to waterways. To achieve this, the produced water should be treated with various chemical and/or physical methods to meet the national and local regulations on water quality. Most of the Basins in the world tend to have effective methods to treat the produced water from coalbed methane [6].
The major physical methods include reverse osmosis (RO), ion exchange (IE), microfiltration (MF), and ultrafiltration (UF) technologies. These technologies can effectively remove the ions in the produced water, so that the treated water can reach the standards for irritation and industrial applications. However, in most cases, when the organics are included in the produced water, physical methods may not be very effective. In this case, chemical methods can be used. Specifically, chemical absorption [7] and oxidation [8,9,10] were employed to treat the water produced from coalbed methane extraction. However, overuse of treatment agents, large investment in infrastructure, and complicated technological processes increase the cost of fracturing wastewater treatment [11,12,13,14]. Among the various oxidation techniques, heterogeneous Fenton method [15] is one of the most popular one because of tis high efficiency, low cost, and easy operation. It has been widely used for the treatment of waste water from the printing and dyeing [4,16], pharmaceutical [5,17], and coal-chemical engineering [18,19] industries.
However, challenges still exist for the further application of the Fenton method for coalbed methane produced water.
Firstly, the generation and utilization rates of hydroxyl radical are not high [20,21]. The key to improve the efficiency of Fenton treatment in the process of wastewater treatment is to improve the production and utilization rates of hydroxyl radical in the system. However, based on a large number of experimental studies, the total amount of H2O2 required for complete mineralization of unit wastewater is much higher than the theoretical calculations, which shows that the generation and utilization rates of hydroxyl radicals are not high. More importantly than all of that, the low generation and utilization rates of hydroxyl radical have a negative impact on the Fenton reaction rate and pollutant removal efficiency.
Secondly, the strict reaction conditions easily lead to secondary pollution [22,23]. The Fenton reaction treatment of wastewater with high efficiency is achieved in reaction conditions that require accurate control of the reaction system pH value, and the dosage and proportion of H2O2 and Fe2+, which limits the application of Fenton advanced oxidation technology to a considerable extent and increases the cost of wastewater treatment. Although hydroxylation of iron ions has a good coagulation effect, it is beneficial for the removal of pollutants. However, at the same time, it also contains Fe3+ ions, which cause secondary pollution.
Finally, the cost of processing was too high [24]. The reasons for the higher processing costs lie in two aspects: one is that the Fenton reagent costs more, and the other is that the limit of Fenton reaction conditions (pH, temperature, inorganic ions, etc.) increases the wastewater treatment cost.
Based on the reasons above, our research team has been working on the improvement of a Fenton reaction system to enhance the capacity and reduce the cost of coalbed methane water treatment. Fe/γ-Al2O3 and Fe-Co/γ-Al2O3 catalysts were synthesized and applied for coalbed methane water treatment in this paper. Compared to Fe/γ-Al2O3, Cobalt is added to Fe-Co/γ-Al2O3, which could potentially increase the Fenton reaction’s ability to convert a broad range of pollutants to less harmful products [25,26]. It is noted that Co/γ-Al2O3 catalyst was not synthesized for the experiment, as Fe is an indispensable part in Fenton reaction system [27].

2. Experimental Materials and Methods

2.1. Main Reagents and Instruments

Deionized water was used in the experiment. The following chemicals were used: γ-Al2O3 (Zibo Superco Alumina Material Co. LTD, Zibo, China, 99.8%), ferrous sulfate (FeSO4•7H2O, Sigma Aldrich, St. Louis, MO, USA, >97%), cobalt sulfate (CoSO4•7H2O, Sigma Aldrich, 99.8% trace metals basis), urea (CO(NH2)2, Sigma Aldrich, >98%) sulfuric acid (H2SO4, Sigma Aldrich, >96%), hydrochloric acid (HCl, Sigma Aldrich, 37%), and 30% hydrogen peroxide (H2O2, Sigma Aldrich, 30% (w/w) in H2O). The following instruments were also used: electronic analytical balance, COD fast detector, thermostat shaker, water bath cauldron, constant-temperature drying oven, X-ray diffractometer (XRD), scanning electron microscope (SEM), surface area analyzer, X-ray fluorescence spectrometer, Fourier transform infrared spectrometer, X-ray photoelectron spectrometer, pH meter, and ICP-AES analyzer.

2.2. Catalyst Preparation

2.2.1. Homogeneous Precipitation Method

Supported catalysts are typically prepared using an ordinary impregnation method. In this method, active species enriched in or deposited in a carrier weakly and strongly interact with carriers simultaneously; as a result, active components are non-uniformly distributed. To solve this problem, researchers developed a homogeneous precipitation method by facilitating the interaction between a metal salt solution and an alkali. Thus, metal hydroxides or carbonates are precipitated in carrier particles. At low temperatures, urea [CO (NH2)2], as a weak base, does not hydrolyze. Above 90 °C, urea undergoes hydrolysis [Equation (1)]; in this reaction, OH is slowly released, thereby causing the active components to be uniformly distributed in the carrier particles.
CO ( NH 2 ) 2 + 3 H 2 O 2 NH 4 + + 2 OH + CO 2

2.2.2. Preparation of Carriers Supported on Fe-γ-Al2O3

γ-Al2O3 (2 g) was placed in a 300 mL glass conical flask, and deionized water (200 mL) was added. FeSO4•7H2O (0.596 g, 2.14 mmol) was added into the conical flask at the iron to carrier ratio of 6% (w/w) and mixed through ultrasonic vibration for 10 min. Urea (0.385 g, 6.42 mmol) was dissolved in the resulting suspension to ensure the molar ratio of urea to Fe2+ is 3:1. Afterward, the mixture was placed in a shaker with a constant temperature of 20 °C and shaken at 150 r/min for 30 min to completely dissolve the urea and evenly mix the suspension. The suspension was heated in a water bath at 95 °C and mechanically stirred at 200 r/min for 2 h to complete the precipitation. The suspension was stirred and then left untouched to promote aging for 3 h; afterward, the suspension was filtered through a 0.45 μm membrane. The precipitate was obtained and alternately washed with deionized water and ethanol several times until no sulfate ions were detected using BaCl2 solution. The product was finally formed, dried at 105 °C for 1 h, and baked in a muffle furnace at 300 °C for 4 h.

2.2.3. Preparation of the Co-Doped Fe-γ-Al2O3 Carrier

It is known that the pH values of the hydroxide precipitate of Co and Fe are similar; therefore, these elements can co-precipitate on a carrier surface. Co-doped Fe-γ-Al2O3 carrier was prepared, as in Step (1). Iron and cobalt mixture was used as a precursor for the metal salt solution. FeSO4•7H2O (0.298 g, 1.07 mmol) was added at the iron to carrier ratio of 3% (w/w), and CoSO4•7H2O (0.286 g, 1.07 mmol) was added to obtain a Fe2+ to Co2+ molar ratio of 1:1. Urea (0.385 g, 6.42 mmol) was dissolved in the resulting suspension to ensure the molar ratio of urea to (Fe2+ + Co2+) is 3:1.

2.3. Catalyst Characterization Instruments

An X-ray diffractometer was used to analyze the crystal structure; a scanning electron microscope was used to observe particle morphological characteristics, particle size, and agglomeration; a specific surface area analyzer was used to determine the specific composite surface.
SEM test: An FEI QuantaTM 250 scanning electron microscope (USA) was used in high vacuum mode with magnification of 6× to 1,000,000× and acceleration voltage of 0.2 kV to 30 kV.
EDS test: A Bruker QUANTAX400-10 X-ray detector with electric cooling (Germany) was used. This test was performed under the following conditions: effective detection area of detection chip, 10 mm2; energy resolution, MnKa resolution superior to 129 eV (1000 cps to 100,000 cps testing condition); maximum input count, 1,000,000 cps; maximum output count, 400,000 cps; window type, ultrathin light element detection window; element detection range, Be (4)-Am (95), which can support a pixel resolution of 4096 × 3072; and mapping system stability, input count (peak-to-peak) offset within 1,000,000 cps not exceeding 1 eV.
XRD test: A Bruker D8 Advance XRD (Germany) was used. The specific parameters are as follows: X-ray tube with a voltage of 40 kV and current of 30 mA; Cu target as anode target material with Ka radiation and a goniometer radius of 250 mm; Slit systems, including a divergence slit (DS) of 0.6 mm and anti-scatter slit (SS) of 8 mm; Ni filter to filter Cu-Kβ ray with a detector opening of 2.82°; Soller slit of 2.5° between an incident side and a diffraction side with a sampling interval of 0.019450 (step) and a measuring range (2θ) of 3° to 90°; and Linx array detector.
XPS test: A Thermo Fisher ESCALAB 250Xi X-ray photoelectron spectrometer (USA) was used.
BET test: A Micromeritics ASAP 2460 surface area and porosimetry analyzer (USA) was used with N2 as an adsorbate at 77.4 K. Before the measurements were performed, the samples were subjected to vacuum pumping at 373 K for more than 10 h. The specific surface area and pore size distributions of the samples were obtained using BET and BJH methods.
XRF test: A Bruker S8 TIGER X-ray fluorescence spectrometer (Germany) was used. Samples were crushed to 200-mesh (74 μm) or less and dried at 105 °C for 2 h. Scanning was performed at a sequential mode with power of 4 kW, maximum voltage of 60 kV, and maximum current of 170 mA.
FT-IR test: A Bruker Vertex 80v FTIR instrument and a micro-infrared system (Germany) were used. A sample was dried, crushed to 200-mesh or less, and transformed into a KBr tablet. Scanning was performed at a spectral range of 4000 cm−1 to 400 cm−1, a resolution of 0.06 cm−1, and a beam diameter of 40 mm.

2.4. Test Methods

(1)
Heterogeneous catalysis testing: The effluent (200 mL) after coagulation pretreatment was collected and placed in a 350 mL conical flask. A specific amount of catalyst and H2O2 was added to adjust the initial pH. At 25 °C, the sample was oscillated in a thermostat shaker at 150 rpm. After a predetermined reaction time was reached, 10 mL of solution was filtered with a 0.45 μm membrane. The pH of the filtered water was adjusted to >10. After the effect of H2O2 residue was removed, CODCr was determined. Using this method, we determined the effects of different catalyst dosage, H2O2 dosage, and initial pH values, as well as iron dissolution on the treatment of the effluent from coagulation pretreatment.
(2)
Heterogeneous/homogeneous catalysis comparison testing: Heterogeneous/homogeneous catalysis comparison testing was conducted in two conical flasks (350 mL) with 200 mL effluent. The temperature was 25 °C, H2O2 concentration was 40 mmol/L, the initial pH was 5.1. In one flask, 0.8 g of Fe-γ-Al2O3 added in to the solution for heterogeneous Fenton reaction. In the other flask, FeSO4•7H2O (0.856 mmol) was added to the solution for homogenous Fenton reaction. The molar ratio of Fe2+ in two flasks were controlled to be 1:1. The samples were oscillated in a thermostat shaker at 150 rpm. After a predetermined reaction time was reached, 10 mL of solution was filtered with a 0.45 μm membrane. The pH of the filtered water was adjusted to >10. After the effect of H2O2 residue was removed, CODCr was determined.

3. Catalyst Characterization SEM and EDS Characterization

3.1. SEM and EDS Characterization

γ-Al2O3, Fe/γ-Al2O3, and Fe-Co/γ-Al2O3 samples were characterized using SEM and EDS to directly observe the surface morphological characteristics of carriers and catalysts and qualitatively analyze the elemental composition, and the corresponding results are shown in Table 1 and Figure 1.
γ-Al2O3: A typical optical photograph showed that the sample is white. In Figure 1a, the carrier surface was smooth with a metallic luster. The spectra also indicated that the sample contains aluminum, oxygen, potassium, and carbon. Aluminum and oxygen were the main components of the γ-Al2O3 carrier. K may have been an impure ion introduced during the preparation; the carbon coming from the conductive tape.
Fe/γ-Al2O3: An ordinary optical image showed that the sample was orange. In Figure 1b, fine particles exist on the carrier surface. These particles were successfully loaded and uniformly distributed Fe. The spectra also showed that the sample contained aluminum, oxygen, iron, and carbon. The main components of γ-Al2O3 carrier were aluminum and oxygen. Fe existed as an iron compound loaded on the carrier.
Fe-Co/γ-Al2O3: An ordinary optical image shows that the sample was grayish green. In Figure 1c, the adsorbed particles were smaller than pure loaded iron compounds because loaded cobalt and iron compounds are organically bound to each other; as a result, the crystal morphological structures are changed. The spectra also showed that the sample contains aluminum, oxygen, iron, cobalt, and carbon elements. Among these elements, aluminum and oxygen were the main components of the γ-Al2O3 carrier. Iron and cobalt existed as iron and cobalt compounds loaded on the carrier.

3.2. XRD Characterization

γ-Al2O3, Fe/γ-Al2O3, and Fe-Co/γ-Al2O3 were characterized using X-ray diffraction to analyze the phase structure and grain sizes of the carriers and catalysts. The diffraction patterns are shown in Figure 2.
Figure 2 shows that the peak shapes of γ-Al2O3, Fe/γ-Al2O3, and Fe-Co/γ-Al2O3 were similar. Figure 2a shows the XRD pattern of the unloaded γ-Al2O3 carrier. This carrier showed evident diffraction peaks at 2θ angles of 66.761°, 45.788°, and 37.603°, which corresponded to (440), (400), and (311) crystal planes of γ-Al2O3, respectively. The diffraction peaks were weak, and the peak width at half height was large; therefore, the crystal particles of the γ-Al2O3 carriers were small. The patterns of the Fe/γ-Al2O3 carrier in Figure 1b and the Fe-Co/γ-Al2O3 carrier in Figure 1c were compared with the diffraction pattern of the γ-Al2O3 carrier. At similar positions, they all had characteristic γ-Al2O3 diffraction peaks; however, no evident characteristic diffraction peaks of iron or cobalt compounds were observed. SEM results were compared with those of spectroscopy. The loaded iron and cobalt elements showed no characteristic peaks on the XRD pattern, most likely because of the following: (1) the total amount of doped iron and cobalt was low; in addition, the content of each element was <7%, which is below the detection limit of the XRD instrument; (2) catalysts are prepared using a homogeneous precipitation method, and iron and cobalt compounds were evenly distributed on the carrier surfaces, thereby forming small particles; (3) the formed iron and cobalt compounds were in an amorphous state. By comparison, the characteristic peaks of γ-Al2O3 shifted and widened, particularly at the (311) plane, although no other characteristic crystal peaks were observed in the diffraction patterns of Fe/γ-Al2O3 or Fe-Co/γ-Al2O3 except those of γ-Al2O3. This finding was most likely caused by iron and cobalt doping, which affects the lattice constant of γ-Al2O3. This process results in the lattice distortion of γ-Al2O3 and the shift in the diffraction peak.

3.3. XPS Characterization

In Figure 2, the diffraction patterns failed to clearly indicate the chemical valence of iron and cobalt compounds loaded on the γ-Al2O3 carrier, although the crystal form changed to a certain degree. Therefore, the chemical states of the constituent elements on the catalyst surface were detected using an X-ray photoelectron spectrometer. The patterns of the full spectrum scanning of Fe/γ-Al2O3 and Fe-Co/γ-Al2O3 catalysts and the high-resolution scanning results of the iron and cobalt compounds are shown in Figure 3 and Figure 4, respectively.
Figure 3 (XPS spectrum of Fe/γ-Al2O3): the patterns of the full spectrum scanning of Fe/γ-Al2O3 and the high-resolution scanning patterns of the loaded iron compound. At 530.27, 73.2, 284.21, and 710.96 eV, the main peaks of O1s, Al2p, C1s, and Fe2p were observed, respectively. This result indicated that the catalyst surface mainly contains three elements—namely, Fe, O, and Al—and this finding was consistent with the catalyst preparation and in accordance with the electron energy spectra. Carbon was a calibration element introduced to correct the charging effect in the XPS detection result. The binding energies of Fe2p1/2 and Fe2p3/2 in the inset were located at 724.28 and 710.43 eV, respectively. The difference of 13.6 eV between the two peaks and the existence of satellite peaks indicated that the valence of iron in the catalyst is +3 [28,29,30,31,32]. Iron showed a satellite peak with high interference and an Auger peak, which caused difficulty in differentiating the peaks of the binding energy of Fe to identify the types of iron compound in XPS. Thus, the exact state of iron compounds in catalysts could not be determined; as such, other characterization methods should be combined.
Figure 4 (XPS spectrum of Fe-Co/γ-Al2O3): the full spectrum scanning pattern of Fe-Co/γ-Al2O3 and the high-resolution scanning pattern of the loaded Fe compound. At 530.97, 73.88, 284.49, 711.95, and 779.23 eV, the spectral peaks of O1s, Al2p, C1s, Fe2p, and Co2p were detected, respectively. This result indicated that the catalyst surface mainly contains four elements—namely, Fe, O, Al, and Co. This finding is consistent with the catalyst preparation and in accordance with the electron energy spectra. Carbon originated from the calibration element introduced to correct for the charging effect in the XPS detection result; this finding is similar to that shown in Figure 5. The binding energies of Fe2p1/2 and Fe2p3/2 in the inset are located at 724.88 and 711.38 eV, respectively. By analyzing Figure 5, the difference of 13.6 eV between the two peaks and the existence of satellite peaks indicated that the valence of iron in the catalyst was +3. In this way, the existence state of iron compounds in catalysts could not be identified yet.
Figure 4 (XPS spectrum of Co2p region): the high-resolution scanning pattern of the main peak of the Co element in Figure 4. XPSPEAK 4.1 was used to differentiate peaks and resemble Co2p3/2 with a Shirley-type background and 80% Lorentzian-Gaussian function decomposition. At 780.9 and 786.1 eV, the binding energy of Co2+ and the shake-up peak of the divalent cobalt was observed, respectively [33,34,35]; therefore, cobalt on the surface of Fe-Co/γ-Al2O3 mainly exists as CoO [6,36,37,38,39,40].

3.4. FT-IR Characterization

To further investigate the forms of elements on the catalyst surface, γ-Al2O3, Fe/γ-Al2O3, and Fe-Co/γ-Al2O3 samples were characterized by FT-IR, and the results are shown in Figure 5.
Figure 5 (from top to bottom) shows the IR patterns of γ-Al2O3, Fe/γ-Al2O3, and Fe-Co/γ-Al2O3. In Figure 5, three spectral lines exhibited broad absorption peaks at 500 cm−1 to 600 cm−1, which is the stretching vibration peak of the Al-O bond in the catalyst carrier γ-Al2O3. Compared with pure γ-Al2O3 (Figure 5a), synthetic catalysts of Fe/γ-Al2O3 and Fe-Co/γ-Al2O3 exhibited evident absorption peaks at 3444 and 1557 cm−1 to 1410 cm−1, which correspond to the stretching vibration peak and the bending vibration peak of the hydroxyl group, respectively [41,42,43,44]. Combined with the presence of the hydroxyl group deformation vibration at 890 cm−1, the absorption peaks at these two positions corresponded to the hydroxyl group on the catalyst surface instead of bound water. The absorption peaks at 1100 cm−1 in Figure 5a–c are the stretching vibration peaks of Fe-O [45]. Furthermore, the peaks at 890 cm−1 and 796 cm−1 are considered to be the characteristic absorption peak of α-FeOOH [46,47].
Based on the XPS characterization results of the catalysts, our conclusion is that Fe is mainly present as α-FeOOH on the carrier surface.

3.5. BET Characterization

A BET test was performed to investigate the pore size distribution, specific surface area, and porosity changes of the γ-Al2O3 carrier, Fe/γ-Al2O3 catalyst, and Fe-Co/γ-Al2O3 before and after loading. The results of the isothermal adsorption and desorption test of the Fe-Co/γ-Al2O3 catalyst are shown in Figure 6.
Figure 6 shows that between the relative pressures (specific pressure area) (P/P0) 0.6 and 0.9, the adsorption-desorption isotherm showed an evident hysteresis loop, which is a type IV isotherm. This finding indicates that Fe-Co/γ-Al2O3 catalyst contains a porous structure. The adsorption curve was almost perpendicular to the hysteresis loop, and the relative pressure of condensation and evaporation was found near the center. According to the definition of IUPAC [48], this loop is classified as a type H1 hysteresis loop; in addition, a porous material with this type of hysteresis loop generally contains a cylindrical hole opening at both ends.
The inset in Figure 6 shows the pore size distribution curve. From the inset, we found that the BJH pore size distribution of the Fe-Co/γ-Al2O3 catalyst can be determined with a pore size of 105 Å to 145 Å.
The BET tests of γ-Al2O3 carrier, Fe/γ-Al2O3 catalyst, and Fe-Co/γ-Al2O3 catalyst revealed the BET specific surface area, total pore volume, and average pore diameter (Table 2).
Compared with the γ-Al2O3 carrier, the specific surface area of the Fe/γ-Al2O3 catalyst and the Fe-Co/γ-Al2O3 catalyst loaded with the active components changes from 214.636 m2 g−1 to 213.0517 and 213.9581 m2 g−1, respectively (Table 2). The total pore volume changed from 0.652486 mL g−1 to 0.641361 and 0.645537 mL g−1, respectively; the average pore size changes from 116.3518 Å to 115.2651 and 115.6964 Å, respectively. Although there were certain absolute changes, considering the relative change rate and errors, we believed that active components do not evidently influence the pore structure of the original carrier. On the one hand, this was because the total load is low; on the other hand, the active component in the carrier surface was evenly distributed. The BET test result showed that synthetic catalysts exhibit a large specific surface area and a uniform pore size distribution (Figure 6 and Table 2).

3.6. XRF Characterization

XRF was performed to quantitatively analyze the calibration curves of metal/alloy elements in each constituent of the Fe/γ-Al2O3 and Fe-Co/γ-Al2O3 catalysts to determine the real loading amounts of the active components in the Fe/γ-Al2O3 and Fe-Co/γ-Al2O3 catalysts. Table 3 shows that the mass fraction of the Fe active component was 5.38% in the Fe/γ-Al2O3 catalyst; by contrast, the mass fractions of the Fe and Co active components in the Fe-Co/γ-Al2O3 catalyst were 2.76% and 2.82%, respectively; this finding is roughly consistent with the impregnation ratio.

4. Experiment on the Heterogeneous Fenton Treatment of Coalbed Methane-Produced Water in Backflow Stage

4.1. Effect of Coalbed Methane-Produced Water Treatment

Analysis of the experimental data determined the effects of the catalyst carrier adsorption on CODCr in the effluent from the coagulation-pretreated coalbed methane-produced water in the backflow stage, the direct oxidative degradation with H2O2 for CODCr, and catalytic oxidation degradation of the catalyst/H2O2 system for CODCr. Water quality after coagulation-flocculation is shown in Table 4. The experimental conditions were as follows: 25 °C, pH 5.1 (raw water unadjusted), 368 mg L−1 CODCr; H2O2 concentration was twice the theoretical amount, which was 40 mmol L−1; catalyst concentration of 4 g L−1 was calculated according to the molar ratio of the active component to H2O2 (1:10). The experimental result is shown in Figure 7.
Figure 7 shows that 2.7% CODCr was removed in 90 min when H2O2 as the only oxidant existed in the system. This finding was possible because the oxidation potentials of H2O2 and HO• were 1.776 and 2.85 V, respectively; this result indicated that direct oxidation of H2O2 is significantly lower than that of HO•.
If a catalyst exists in the system, either Fe/Al2O3 or Fe-Co/Al2O3, the removal rate of CODCr reaches approximately 10% in 90 min. As discussed in Section 3.5, synthetic Fe/Al2O3 and Fe-Co/Al2O3 catalysts contained a large specific surface area and a large pore volume, thereby adsorbing organic compounds in coalbed methane-produced water. The specific surface areas of synthetic Fe/Al2O3 and Fe-Co/Al2O3 catalysts, which are 213.0517 and 213.9581 m2 g−1, respectively, slightly differed. Therefore, the corresponding removal rates are comparable. A heterogeneous Fenton reaction is a surface reaction, and its reaction mechanism is as follows: H2O2 is first adsorbed on a catalyst surface and then reacts with this catalyst to form a complex. This complex subsequently reacts with a catalytic active component to generate HO•; this complex further reacts with reactant molecules adsorbed onto a catalyst surface. Hence, a catalyst can catalyze a reaction only when this catalyst exhibits chemical adsorption ability on reactant molecules. Therefore, chemical adsorption is an important condition in a catalytic action. This experiment indicated that synthetic Fe/Al2O3 and Fe-Co/Al2O3 catalysts can absorb organic compounds in coalbed methane-produced water; this ability is a premise of a heterogeneous Fenton reaction.
CODCr is removed effectively when a catalyst and an oxidant are present in a system. The removal rates of H 2 O 2 + Fe / Al 2 O 3 and H 2 O 2 + Fe Co / Al 2 O 3 systems in 90 min were 39.3% and 56.4%, respectively. The latter was apparently better than the former because of Co2+ doping. Co2+, as a transition metal, exhibits a similar property to Fe2+ and can react with H2O2 to generate HO• [49], as shown in Equation (2). Moreover, Co2+ and Fe3+ doping can result in a redox reaction with each other; as a result, electron transfer is promoted, and the conversion cycle between metals with different valences is accelerated [50,51], as shown in Equation (3). As a result, catalytic efficiency is improved
Co2+ + H2O2 → Co3+ + HO• + OH
Fe2+ + Co3+ → Fe3+ + Co2+
Thus, the following discussion focuses on the (H2O2 + Fe-Co/Al2O3) system.

4.2. Influence of Initial pH

Solution pH is an essential factor that affects the degradation efficiency of organic pollutants. This study discussed the influence of different initial pH values of effluent from coagulation-pretreated coalbed methane-produced water in backflow stage on a heterogeneous Fenton reaction. The experimental conditions were as follows: 25 °C; H2O2 concentration of 40 mmol L−1; catalyst concentration of 4 g L−1; and initial pH values of 2.5, 3.5, 5.1 (raw water), 6, and 7, respectively. The experimental results are shown in Figure 8.
Figure 8 shows that the highest removal efficiency of CODCr was obtained when pH was 3.5, and the removal rate reached 72.2% in 90 min. This finding was consistent with an optimal pH range of 2 to 4 [52]. The removal rate of CODCr reached 57.4% when the pH of raw water was 5.1. pH is one of the most important limiting factors of large-scale industrial applications in a conventional homogeneous Fenton reaction. According to Haber-Weiss cycle theory [29,30,53], a Fenton reaction under an alkaline condition proceeds very slowly to the left, as shown in Equation (4). In a conventional homogeneous Fenton reaction, the catalyst is in an ionic form, which can easily form insoluble hydroxides in an alkaline environment; this process subsequently weakens catalysis.
Fe2+ + H2O2 → Fe3+ + OH + HO•
It is acknowledged that the heterogeneous Fenton reaction is less affected by pH than the traditional homogeneous Fenton reaction [54,55]. Therefore, HO• generation is affected only to a small degree. However, pH can affect a heterogeneous Fenton reaction as a surface reaction by altering the surface properties of catalysts [56] and adsorption model of reactants on a catalyst surface [57].
This experiment indicates that pH affects a heterogeneous Fenton reaction; however the CODCr removal rate also reaches 57.4% when the pH is 5.1.Thus, the heterogeneous Fenton reaction is affected by pH. This reaction is not fully sustained; thus, a changing pH during this reaction should be detected. Figure 9 shows the change in pH in a heterogeneous Fenton reaction of effluent from coagulation-pretreated coalbed methane-produced water in backflow stage.
Figure 9 shows that the pH of treated water decreased to a pH value in a short time and stabilized in that value as the reaction proceeded. This finding was possible because organic acids accumulate in raw water where large molecules of organic matter are converted into smaller molecules. However, a solution of organic acids, such as acetic acid, yielded pH values ranging from 4.0 to 5.0. As the reaction proceeded, the solution pH reached 4.0 to 5.0. In catalytic oxidation during a heterogeneous Fenton reaction, active components were well dispersed on the Al2O3 surface. In a solution with a high initial pH, no flocculation occurred; therefore, this compound can initiate a catalytic oxidation reaction. Once the reaction starts, organic acid accumulation can increase the pH from 4.0 to 6.0; this finding shows that a heterogeneous Fenton reaction elicits a treatment effect on acidic and alkaline environments. In catalytic oxidation during a conventional Fenton reaction, active ions are converted to insoluble hydroxide precipitate in an alkaline solution, resulting in low catalytic oxidation efficiency.

4.3. Influence of Hydrogen Peroxide Concentration

As an oxidant, H2O2 generates the HO• precursor in a conventional Fenton system. H2O2 concentration directly affects HO• production, which further influences oxidation efficiency. In a heterogeneous Fenton system, H2O2 decomposes to yield HO•, which degrades organic pollutants through the catalytic effect of active components in a solid catalyst. This study described the effect of H2O2 concentration in effluent from coagulation-pretreated coalbed methane-produced water in backflow stage during a heterogeneous Fenton reaction. The experimental conditions were as follows: 25 °C, initial pH of 5.1 (raw water), a catalyst concentration of 4 g L−1, and H2O2 concentrations of 10, 20, 30, 40, and 50 mmol L−1, respectively. The experimental result is shown in Figure 10. The concentration of H2O2 was selected based on a previous reference [52].
Figure 10 shows that the removal rate of CODCr increases from 24.3% to 56.8% in 90 min under experimental conditions when the H2O2 concentration increases from 10 mmol L−1 to 40 mmol L−1. In a Fenton system, the removal rate of CODCr relies on HO• generation; in a certain range, the concentration of the generated HO• is proportional to H2O2 concentration. Thus, an increase in H2O2 concentration likely improves CODCr removal. If the H2O2 concentration is very high, this parameter does not contribute to CODCr removal. The removal rate of CODCr decreases to 47.8% when the H2O2 dosage increases to 50 mmol L−1. This is because H2O2 can eliminate HO• radicals [58]. The reactions in Equations (5) and (6) occur when the H2O2 concentration is very high:
H2O2 + HO•→ HO2• + H2O
HO2• + HO• → H2O + O2
At this point, H2O2 competes with organic compounds in coalbed methane-produced water to bind to HO•. The oxidizing ability of HO2• is not as strong as HO• [59]; as a result, the removal rate of CODCr decreases.

4.4. Influence of Catalyst Dosage

Catalyst concentration is also an important factor that affects a heterogeneous Fenton reaction. This study described the influence of the catalyst concentration in the effluent from coagulation-pretreated coalbed methane-produced water in the backflow stage during a heterogeneous Fenton reaction. The experimental conditions were as follows: 25 °C, H2O2 concentration of 40 mmol L−1, initial pH of 5.1 (raw water), and catalyst concentrations of 0.5, 1, 2, 4, and 8 g L−1, respectively. The experimental results are shown in Figure 11.
Figure 11 shows that the CODCr removal rate increased from 25.7% to 57.8% in 90 min as the catalyst concentration increased from 0.5 g L−1 to 4 g L−1. In a heterogeneous Fenton reaction, HO• is generated by the reaction between H2O2 and active components; this reaction mainly occurs on the active sites of a catalyst surface according to active site theory [60]. If a catalyst structure remains unchanged, the number of active sites mainly depends on catalyst concentration. With a low dosage, the number of active sites on a catalyst surface is low and inadequate to promote a reaction; therefore, the removal rate of CODCr is low. A large amount of HO• causes a side reaction, as shown in Equation (7), when the catalyst concentration exceeds the optimal level. HO• is quenched because of the additional reaction. Thus, HO• utilization efficiency and CODCr removal rate are reduced. In the experiment, the CODCr removal rate decreased to 51.6% when the catalyst concentration reached 8 g L−1.
2HO•→ H2O2

4.5. Catalyst Stability

Catalyst reusability or stability is an important indicator used to evaluate catalyst quality. This study also demonstrated the catalytic performance and dissolution of the active components of the Fe-Co/Al2O3 catalyst after this substance was repeatedly used. The experimental conditions were as follows: 25 °C, H2O2 concentration of 40 mmol L−1, initial pH of 5.1 (raw water), and a catalyst concentration of 4 g L−1. The effluent from coagulation-pretreated coalbed methane-produced water in backflow stage was catalytically oxidized for 90 min. The CODCr removal rate was detected, and the reaction solution was filtered through a 0.45 μm membrane. The amount of iron and cobalt ions in the filtrate was determined. The filtered catalyst was dried for 1 h at 105 °C and subsequently reused five times. The results are shown in Figure 12.
Figure 12 shows that the Fe-Co/Al2O3 catalytic activity is slightly reduced as reuse time increases. This parameter decreases from 57.8% in the first usage to 52.7% in the second usage; catalytic activity is then stabilized at approximately 51% in the last three usages. Therefore, considering the same reaction time (90 min) in each testing experiment, it can be inferred that the oxidation rate is slightly decreased.
During the reuse of the Fe-Co/Al2O3 catalyst, a specific amount of active components is filtered. In the first reuse, the amount of Fe + Co lost through filtration is 0.7 mg L−1. The amounts of loss were recorded as 0.8, 0.5, and 0.2 mg L−1 in a small amount at each time when an active component is removed. The results show that the prepared Fe-Co/Al2O3 catalyst is stable and reusable in the experiment.

5. Reaction Kinetics

Coalbed methane-produced water in the backflow stage contains a complex composition; therefore, the degradation mechanism via Fenton reaction is also complicated. Organic compounds in coalbed methane-produced water are rich in organic matter, and reaction mechanisms in the Fenton treatment of coalbed methane-produced water are also complex. Thus, the elementary reaction is not easily determined. It is not necessary to clarify the reaction process of each element from the point of water treatment and reuse; we only need to determine the reaction kinetics of CODCr degradation in coalbed methane-produced water during Fenton catalytic oxidation.
In a heterogeneous Fenton system, organic compounds can be directly oxidized by H2O2 and HO• generated through H2O2 decomposition. This reaction is shown in Equations (8) and (9).
CODCr + H2O2 → Product
CODCr + HO• → Product
The CODCr degradation rate can be expressed as follows:
d [ CO D Cr ] dt = K H 2 O 2 [ H 2 O 2 ] [ CO D cr ] + k HO [ CO D Cr ]
where [CODCr] is the CODCr concentration at time t, mg L−1; t is the reaction time, s; [H2O2] is the mass fraction of H2O2 at time t, mg L−1; [HO•] is the mass concentration of HO• at time t, mg L−1; [ k H 2 O 2 ] is the reaction rate constant of H2O2 degradation of CODCr, L (mol s)−1; and [HO•] is the reaction rate constant of HO• degradation of CODCr, L (mol s)−1.
Preliminary experiments indicated that H2O2 alone elicits a negligible degradation effect on CODCr in coalbed methane-produced water in backflow stage; therefore, Equation (10) can be simplified as follows:
d [ CO D Cr ] dt = k OH [ CO D Cr ]
If kHO•[HO•] is considered as k, then k is the apparent reaction rate constant of a heterogeneous Fenton reaction that degrades CODCr.
By integrating Equation (11),
ln [ CO D Cr ] [ CO D Cr ] 0 = kt
Based on the apparent reaction kinetics, ln ([CODCr]/[CODCr]0) was plotted against t, followed by linear fitting. Thus, the apparent reaction rate equation of the heterogeneous Fenton reaction of CODCr degradation was obtained.
In our earlier experiment, CODCr degradation completely occurred in 75 min in coalbed methane-produced water via heterogeneous Fenton reaction. Thus, for the following discussion of kinetics, the data from the reaction at 75 min were used.

5.1. Degradation Kinetics of CODCr in Coalbed Methane-Produced Water with Different Initial pH Values

In this section, we discuss the influence of initial pH values on the degradation kinetics of CODCr via heterogeneous Fenton reaction. The experimental conditions were as follows: 25 °C, H2O2 concentration of 40 mmol L−1, catalyst concentration of 4 g L−1, initial pH of 2.5, 3.5, 5.1 (raw water), 6, and 7. The fitting results are shown in Figure 13 and Table 5.
Figure 13 and Table 5 show that CODCr degradation in coalbed methane-produced water in the experimental range of initial pH (2.5 to 7) is in accordance with pseudo-first-order kinetics. The apparent reaction rate constants of CODCr degradation are −0.0133, −0.0172, −0.0113, −0.005, and −0.003 min−1 when initial pH values are 2.5, 3.5, 5.1, 6, and 7, respectively.
The initial pH is necessary to stimulate Fenton reaction; an acidic condition is favorable for HO• generation. As the initial pH decreases, the apparent reaction rate constant increases. When the pH is very low, active components may on the catalyst surface exist as M-OH2 (M is a metal ion), which adversely affects HO• production [61]; therefore, the apparent reaction rate constant decreases. The reaction proceeds at the fastest speed when the initial pH is 3.5, and the apparent reaction rate constant is −0.0172 min−1.

5.2. Analysis of Degradation Kinetics of CODCr in Coalbed Methane-Produced Water with Different H2O2 Concentrations

We examine the influence of H2O2 concentration on CODCr degradation kinetics via heterogeneous Fenton reaction in this section. The experimental conditions were as follows: 25 °C, initial pH of 5.1 (raw water), catalyst dosage of 4 g L−1, H2O2 concentrations of 10, 20, 30, 40, and 50 mmol L−1, respectively. The fitting results are shown in Figure 14 and Table 6.
Figure 14 and Table 6 show that CODCr degradation in coalbed methane-produced water is in accordance with pseudo-first-order kinetics in the experimental range of H2O2 concentration (10 mmol L−1 to 50 mmol L−1). The apparent reaction rate constants of CODCr degradation are −0.0034, −0.0041, −0.0076, −0.0111, and −0.0085 min−1 when H2O2 concentrations are 10, 20, 30, 40, and 50 mmol L−1, respectively. The H2O2 concentration is directly related to the HO• yield. As the H2O2 concentration increases, the apparent reaction rate constant increases; however, H2O2 becomes a scavenging agent of HO• when the H2O2 concentration is very high; therefore, the apparent reaction rate constant decreases. The reaction reaches the largest value when the H2O2 concentration is 40 mmol L−1, and the apparent reaction rate constant is −0.0111 min−1.

5.3. Analysis on Degradation Kinetics of CODCr in Coalbed Methane-Produced Water with Different Catalyst Concentrations

This section investigates the effect of catalyst concentration on CODCr degradation kinetics via heterogeneous Fenton reaction. The experimental conditions were as follows: 25 °C, H2O2 concentration of 40 mmol L−1, initial pH of 5.1 (raw water), catalyst concentrations of 0.5, 1, 2, 4, and 8 g L−1, respectively. The fitting results are shown in Figure 15 and Table 7.
Figure 15 and Table 7 show that CODCr degradation in coalbed methane-produced water in the experimental catalyst dosage range (0.5 L−1 to 8 L−1) is in accordance with pseudo-first-order kinetics. The apparent reaction rate constants of CODCr degradation are −0.0036, −0.0048, −0.0063, −0.0111, and −0.0087 min−1 when catalyst concentrations are 0.5, 1, 2, 4, and 8 g L−1, respectively.
As the catalyst concentration increases, the apparent reaction rate constant increases. This increase occurs because more active sites become available for catalysis when high catalyst concentrations are present. However, the apparent reaction rate constant decreases when the catalyst concentration exceeds a specific limit because excess amounts of HO• interact. The reaction speed reaches the largest value when the catalyst concentration is 4 g L−1, and the apparent reaction rate constant is −0.0111 min−1.

5.4. Heterogeneous/Homogeneous Catalysis Comparison Testing

The results for heterogeneous/homogeneous catalysis comparison testing is shown in Figure 16. Both reactions are tested under the same reaction conditions, except for the type of the catalysts. It can be seen that homogeneous catalysis reaction resulted in a higher performance of in CODcr degradation than that of heterogeneous catalysis. This could be attributed to the fact that, due to the pore and channel overlap in the heterogeneous catalyst of Fe-γ-Al2O3, not all Fe species can be exposed to the solution during the reaction. While all Fe2+ can be involved to the reaction in the homogeneous catalysis. Similar results with a higher catalytic performance of homogeneous catalyst over a heterogeneous catalyst were reported previously [62]. Even though the homogenous catalyst shows excellent performance in purifying wastewater, the heterogeneous catalyst is more superior in the practical reactions. This is because the heterogeneous catalyst can be easily separated from the water by filtration or other techniques after the Fenton reaction, and does not leave any residues. However, the homogenous catalyst (Fe2+) is harder to separate from the water after reaction, and forms secondary pollutants [26].

6. Conclusions

(1)
In our study, we produced a new catalyst Fe-Co/γ-Al2O3 by a homogeneous precipitation method, and characterized it through SEM, EDS, XRD, XPS, FT-IR, BET, and XRF analysis. The result shows that synthetic Fe/γ-Al2O3, Fe-Co/γ-Al2O3 catalysts has a large specific surface area and porous structure; in addition, active components exist in α-FeOOH and CoO forms, which have good stability.
(2)
The transition metal Co was added to a heterogeneous Fenton reaction, which greatly improved the catalytic activity of the carrier and degradation efficiency of the organics. In practical terms, compared with α-Fe/γ-Al2O3, the α-Fe-Co/γ-Al2O3 catalyst elicits a greater catalytic effect because Co2+ can react with H2O2, thereby generating HO•. A redox reaction also occurs between Co2+ and Fe3+; this reaction facilitates electron transfer and accelerates conversion and cycle among metals with different valences. As a result, HO• efficiency is improved.
(3)
During the reuse of the Fe-Co/γ-Al2O3 catalyst, a specific amount of active components are filtered. According to the experimental data, the amount of Fe + Co lost through filtration is small, which can be ignored. The result shows that the produced Fe-Co/γ-Al2O3 catalyst in the experiment is stable and reusable.
(4)
According to the experimental data and classical reaction kinetics theory, we established the overall reaction kinetics, which result in CODCr degradation in coalbed methane-produced water during Fenton catalytic oxidation. Under different conditions, CODCr degradation in coalbed methane-produced water meets the pseudo-first-order kinetics. The optimal conditions are that the initial pH is 3.5, H2O2 concentration is 40 mol L−1, catalyst concentration is 4 g L−1, and apparent reaction rate constant is −0.0172 min−1.

Author Contributions

Wei Gu conceived and designed the experiments; Meng Zhang performed the experiments; Wei Gu analyzed the data; Meng Zhang contributed reagents/materials/analysis tools. Meng Zhang and Wei Gu wrote the paper.

Acknowledgments

Research reported in this paper was supported by the Open Projects of State Key Laboratory of Coal Resources and Safe Mining, CUMT (No. SKLCRSM13X08).

Conflicts of Interest

The authors declare no conflicts of interest.

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Figure 1. Scanning electron microscopy (SEM) images of (a) γ-Al2O3; (b) Fe/γ-Al2O3; (c) Fe-Co/γ-Al2O3.
Figure 1. Scanning electron microscopy (SEM) images of (a) γ-Al2O3; (b) Fe/γ-Al2O3; (c) Fe-Co/γ-Al2O3.
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Figure 2. X-ray diffraction patterns of (a) γ-Al2O3; (b) Fe/γ-Al2O3; (c) Fe-Co/γ-Al2O3.
Figure 2. X-ray diffraction patterns of (a) γ-Al2O3; (b) Fe/γ-Al2O3; (c) Fe-Co/γ-Al2O3.
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Figure 3. XPS spectrum of Fe/γ-Al2O3 (inset: high resolution XPS of Fe3+).
Figure 3. XPS spectrum of Fe/γ-Al2O3 (inset: high resolution XPS of Fe3+).
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Figure 4. (a) XPS spectrum of Fe-Co/γ-Al2O3 (inset: high resolution XPS of Fe3+); (b) High resolution XPS of Co2+.
Figure 4. (a) XPS spectrum of Fe-Co/γ-Al2O3 (inset: high resolution XPS of Fe3+); (b) High resolution XPS of Co2+.
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Figure 5. FT-IR spectra of (a) γ-Al2O3; (b) Fe/γ-Al2O3; (c). Fe-Co/γ-Al2O3.
Figure 5. FT-IR spectra of (a) γ-Al2O3; (b) Fe/γ-Al2O3; (c). Fe-Co/γ-Al2O3.
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Figure 6. Nitrogen adsorption/desorption isotherms of γ-Al2O3 (inset shows pore diameter distribution).
Figure 6. Nitrogen adsorption/desorption isotherms of γ-Al2O3 (inset shows pore diameter distribution).
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Figure 7. Degradation of curves under different conditions.
Figure 7. Degradation of curves under different conditions.
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Figure 8. Influence of different initial pH values.
Figure 8. Influence of different initial pH values.
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Figure 9. Changes in pH in the reaction.
Figure 9. Changes in pH in the reaction.
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Figure 10. Effect of H2O2 concentration.
Figure 10. Effect of H2O2 concentration.
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Figure 11. Effects of iron ion concentration.
Figure 11. Effects of iron ion concentration.
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Figure 12. CODCr removal efficiency and metal ions leaching during catalyst recycling.
Figure 12. CODCr removal efficiency and metal ions leaching during catalyst recycling.
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Figure 13. Effect of apparent rate constant on different initial pH values.
Figure 13. Effect of apparent rate constant on different initial pH values.
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Figure 14. Effect of apparent rate constant on different H2O2 concentrations.
Figure 14. Effect of apparent rate constant on different H2O2 concentrations.
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Figure 15. Effect of apparent rate constant on different catalyst concentrations.
Figure 15. Effect of apparent rate constant on different catalyst concentrations.
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Figure 16. The results of heterogeneous/homogeneous catalysis comparison testing.
Figure 16. The results of heterogeneous/homogeneous catalysis comparison testing.
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Table 1. The EDS data summary for γ-Al2O3, Fe/γ-Al2O3 and Fe-Co/γ-Al2O3.
Table 1. The EDS data summary for γ-Al2O3, Fe/γ-Al2O3 and Fe-Co/γ-Al2O3.
Elementsγ-Al2O3Fe/γ-Al2O3Fe-Co/γ-Al2O3
Atomic PercentageAtomic PercentageAtomic Percentage
C70.25%61.27%69.70%
O26.30%28.44%24.32%
Al3.45%9.92%5.97%
Fe0.00%0.38%0.14%
Co0.00%0.00%0.05%
Table 2. BET test results of γ-Al2O3 Fe/γ-Al2O3 and Fe-Co/γ-Al2O3 particles.
Table 2. BET test results of γ-Al2O3 Fe/γ-Al2O3 and Fe-Co/γ-Al2O3 particles.
BET Specific Surface Area (m2 g−1)Total Pore Volume (mL g−1)Average Pore Diameter (A)
γ-Al2O3214.60.7116.4
Fe/γ-Al2O3213.10.6115.3
Fe-Co/γ-Al2O3214.00.6115.7
Table 3. Catalyst component.
Table 3. Catalyst component.
ComponentAlOFeCoCaNa
The mass fractions (%)Fe/γ-Al2O351.6142.915.3800.0370.026
Fe-Co/γ-Al2O351.2743.062.762.820.0310.029
Table 4. Water quality after coagulation-flocculation.
Table 4. Water quality after coagulation-flocculation.
IndexPHCODCr (mg L−1)Turbidity (NTU)Fluorine (mg L−1)TDS (mg L−1)
5.1368314.74751
Table 5. Apparent reaction rate constant of different initial pH values.
Table 5. Apparent reaction rate constant of different initial pH values.
Initial pH ValuesLinear Fitting EquationApparent Reaction Rate Constant (min−1)R2
2.5y = −0.0133x + 4.5562−0.01330.9837
3.5y = −0.0172x + 4.5538−0.01720.9873
5.1y = −0.0113x + 4.5728−0.01130.9919
6y = −0.005x + 4.5909−0.0050.9927
7y = −0.003x + 4.5832−0.0030.9615
Table 6. Apparent reaction rate constant of different H2O2 concentrations.
Table 6. Apparent reaction rate constant of different H2O2 concentrations.
H2O2 ConcentrationLinear Fitting EquationApparent Reaction Rate Constant (min−1)R2
10 mmol L−1y = −0.0034x + 4.56−0.00340.930
20 mmol L−1y = −0.0041x + 4.54−0.00410.935
30 mmol L−1y = −0.0076x + 4.54−0.00760.969
40 mmol L−1y = −0.0111x + 4.57−0.01110.988
50 mmol L−1y = −0.0085x + 4.57−0.00850.985
Table 7. Apparent reaction rate constant of different catalyst concentrations.
Table 7. Apparent reaction rate constant of different catalyst concentrations.
H2O2 ConcentrationLinear Fitting EquationApparent Reaction Rate Constant (min−1)R2
0.5 g L−1y = −0.0036x + 4.60−0.00360.992
1 g L−1y = −0.0048x + 4.61−0.00480.989
2 g L−1y = −0.0063x + 4.58−0.00630.988
4 g L−1y = −0.0111x + 4.57−0.01110.987
8 g L−1y = −0.0087x + 4.57−0.00870.990

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Zhang, M.; Gu, W. Advanced Heterogeneous Fenton Treatment of Coalbed Methane-Produced Water Containing Fracturing Fluid. Processes 2018, 6, 40. https://doi.org/10.3390/pr6050040

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Zhang M, Gu W. Advanced Heterogeneous Fenton Treatment of Coalbed Methane-Produced Water Containing Fracturing Fluid. Processes. 2018; 6(5):40. https://doi.org/10.3390/pr6050040

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Zhang, Meng, and Wei Gu. 2018. "Advanced Heterogeneous Fenton Treatment of Coalbed Methane-Produced Water Containing Fracturing Fluid" Processes 6, no. 5: 40. https://doi.org/10.3390/pr6050040

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