China Petroleum Processing and Petrochemical Technology Process Research 2016, Vol. 18, No. 4, pp 32-40 December 30, 2016 Effects of Coexisting Substances on Nitrobenzene Degradation with O3/H2O2 Process in High-Gravity Fields Zhang Shiguang; Qin Yuejiao; Zhang Dongming; Jiao Weizhou; Guo Liang; Liu Youzhi (Shanxi Province Key Laboratory of Higee-Oriented Chemical Engineering North University of China, Taiyuan 030051) Abstract: This study used nitrobenzene as the simulated pollutant to study the effects of common inorganic sodium salts and organics on nitrobenzene degradation by O3/H2O2 in high-gravity fields. The experiment results showed that the highgravity technology could increase the nitrobenzene removal rate by improving the ozone transfer efficiency and ozone dissolution. Coexisting substances had different effects on the degradation kinetics of nitrobenzene in high-gravity fields. Among such substances, Na2CO3, NaOH, Na3PO4, and NaNO3 accelerated the removal of nitrobenzene. The main action principle of nitrobenzene degradation by O3/H2O2 is that the additives can increase the pH value of the solution, stimulate ozonolysis, generate hydroxyl radicals (·OH), and improve oxidation efficiency. By contrast, NaCl, NaHCO3, NaHSO4, ethanol (C2H5OH), acetic acid (CH3COOH), formic acid (HCOOH), and tert-butyl alcohol (TBA) inhibited nitrobenzene removal. When NaHCO3, CH3COOH, or HCOOH were added, the pH value of the solution decreased and free radical chain reactions were hindered. However, NaCl, NaHCO3, C2H5OH, and TBA consumed ·OH radicals and inhibited nitrobenzene removal. Key words: wastewater; nitrobenzene; coexisting substance; high gravity; ozone; hydrogen peroxide 1 Introduction Owing to the advantages of high oxidation efficiency and non-selective oxidation, as well as its ability to treat a great variety of wastewater with different composition and concentration, the advanced ozone oxidation technology has been intensively investigated in environmental protection[1-2]. Given the low solubility of ozone in water, the degradation of most types of pollutants with this technology is controlled by the mass transfer process or is controlled simultaneously by the ozonation reaction rate. Therefore, the mass transfer of ozone from the gaseous phase to the liquid phase becomes the primary control step. The rotating packed bed (RPB) as a novel gas-liquid contactor can significantly intensify the mass transfer[3] and mixing process, and has been used in absorption[4-7], distillation[8-10], green reaction[11], stripping[12], and other reactions. In recent years, scholars have effectively rectified the low mass transfer rate of ozone from the gaseous phase to the liquid phase by integration with the high-gravity technology[13-15], which is significantly meaningful when ozone is applied to the water treatment process. Ko, et al.[16] has found that the low mass transfer · 32 · rate of ozone is the major controlling factor in fast chemical reactions for conventional bubble column reactors. By adopting the high-gravity technology, the mass transfer rate of ozone has been effectively improved and the removal rate of guaiacol is greatly increased. Chiu, et al.[17] adopted the RPB-O3 process to treat naphthalene-containing solutions and found that the naphthalene removal rate increased when RPB was used as the ozone reactor. Zeng, et al.[18] proved that an O3/H2O2 system with high gravity can be used to treat phenolic wastewater and found that the phenol removal rate increases with an increasing rotation speed. Thus, the high-gravity technology can effectively increase the phenol removal rate. Li, et al.[19] reported that the simulated amoxicillin wastewater was treated by the O3/Fenton process in a RPB and the results showed that the O3/Fenton process was the most effective one thanks to the synergistic effect of O3 and the Fenton reagent. The COD removal rate achieved in the O3/Fenton process was by 65% higher than that obtained by the Fenton Received date: 2016-05-10; Accepted date: 2016-09-12. Corresponding Author: Dr. Jiao Weizhou, Telephone: +86-3513921986; Fax: +86-351-3921497; E-mail:[email protected]. Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 treatment condition selection and the oxidative degrada- butyl alcohol (TBA) are added, respectively, to a pH7.5 NB solution at an initial concentration of 100 mg/L to investigate the effects of different additives on the O3/ H2O2 process. tion mechanism[20]. However, the strengthening mecha- 2.2 Experimental procedures process. Thus far, studies on organic wastewater treatment using the RPB-O3/H2O2 process mainly focus on the optimal nism of high-gravity technology is rarely considered. Moreover, in most experiments, the simulated wastewater is taken as the research object[21-22]. However, actual industrial wastewater contains not only model pollutants for treatment but also many coexisting substances. Studies have found that many substances have significant effects on the mass transfer of ozone and ozonolysis reaction[23]. Given the complex composition of actual industrial wastewater, the current studies mainly discuss the effects of a few types of common inorganic ions in wastewater. Therefore, on the basis of previous researches [20], this study analyzes the common inorganic and organic substances existing in a large amount of actual nitrobenzene (NB) wastewater. By adding relevant pure substances into the stimulated NB wastewater, this study investigates the effect of each substance on the O3/H2O2 reaction kinetics for degrading NB and reveals their action principles in a high-gravity fields. With a particular emphasis on the mechanism of high-gravity strengthened O3/H2O2 oxidation, this study provides some theoretical data supports for the subsequent actual complex wastewater studies on the effect of different coexisting substances in the O3/H2O2 process. 2 Experimental 2.1 Chemicals The experiments used the following reagents covering: nitrobenzene (NB, analytical reagent, provided by the Development Centre of Tianjin Kemiou Chemical Reagents Co., Ltd., China), and H 2O 2 30% (analytical reagent, provided by the Tianjin Tianli Chemical Reagents Ltd., China). The water used in the experiments was the deionized water. The NB-containing wastewater used in this experiment was prepared by dissolving a specified amount of NB in the deionized water. Approximately 10 mmol/L each of Na 2 CO 3 , NaOH, Na 3 PO 4 , Na 2 SO 4 , NaNO 3 , NaCl, NaHCO 3 , NaHSO 4 , C 2 H 5 OH, CH 3 COOH, HCOOH, and tert- The experimental device is a cross-flow rotating packed bed (RPB) made by our laboratory. The packing is made of the stainless-steel wire gauze. The inner diameter is 40 mm and the external diameter is 75 mm for the rotator, and the height in the axial direction is 75 mm. Instruments include: a Dionex’s UltiMate 3000 liquid chromatograph (LC), a GT 901 pump suction ozone detector (Shenzhen Kernuo Electronic Technology Co., Ltd.), a LBC-50W(S) ozonator (Shandong NIPPON Photoelectricity Equipment Co., Ltd.), and a PHS3C precision pH meter (Shanghai Jinpeng Analytical Instruments Co., Ltd.). The setup of NB wastewater treatment with the RPB-O3/ H2O2 process is shown in Figure 1. Oxygen (1) produces ozone gas at a certain concentration from an ozonator (2). The ozone gas enters the bottom of the RPB (4) via a gas flowmeter (3) and then flows upward through the wire gauze packing. The NB wastewater is sent from a liquid storage tank (8) to the RPB centre by a pump. Thereafter, the wastewater passes through the wire gauze packing from the inside to the outside along a radial direction. The NB wastewater travels via the cross contact with the ozone in an axial direction to complete the mass transfer and oxidation reaction. The wastewater flows to the liquid storage tank (8) when circulating from the exit of the liquid phase to the bottle wall. Then, the unreacted ozone gas enters the tail gas treatment tank (9). H2O2 is firstly added to the wastewater during the experiment, so that the required concentration can be reached. 2.3 Analytical methods The NB concentration in the wastewater was detected by a Dionex’s Ultimate 3000 HPLC, equipped with a C18 reversed-phase column (250 mm×4.6 mm, 5 μm). The UV detection wavelength was 262 nm, and the mobile phase was composed of methanol-water (70:30). The flow velocity was 0.9 ml/min, and the column temperature was 20 ℃, while the sample volume was 20 μL. The calculation formula for the NB removal rate is expressed as fol· 33 · Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 lows: (1) where C0 and Ct are the NB concentration in the wastewater before and after treatment, respectively. The gas phase ozone concentration is measured by iodometry. The measurement of the liquid-phase ozone concentration uses the indigo method for detection[24]. thus strengthening the shearing and separating force of packing against the wastewater, and cutting the liquid into tiny liquid drops, wires, and films to greatly increase the gas–liquid contact area. Figure 2 Effect of high-gravity factor β on the NB degradation by O3/H2O2 Moreover, the liquid suffered from high-frequency Figure 1 Experimental process flow diagram 1—Oxygen bottle; 2—Ozone generator; 3—Gas flowmeter; 4—RPB; 5—Electromotor; 6—Liquid flowmeter; 7—Liquid pump; 8—Liquid storage tank; 9—Tail gas treating unit 3 Results and Discussion 3.1 NB removal efficiency of RPB-O3/H2O2 oxidation The high-gravity factor β[25], the ratio between the average centrifugal acceleration and gravitational acceleration of the RPB, is a dimensionless parameter that measures high gravity. The effect of high-gravity factor β on the NB removal rate in wastewater can determine whether the high-gravity technology can strengthen O3/H2O2 oxidation process to remove NB. Under the optimal operating conditions mentioned above[20], this study investigated the effects of different high-gravity factors on the removal of NB. The results are shown in Figure 2. The NB removal rate increased significantly when the high-gravity factor increased from 0 to 83.2. When the high-gravity factor reached more than 83.2, the NB removal rate tended to be stable (Figure 2). The ozonation process of NB was simultaneously affected by the mass transfer process of ozone in water and the ozonization reaction. Given that the mass transfer process of the ozone was subject to liquid film control, the highgravity factor increased with an increasing rotation speed, · 34 · impact in the complex packing, thus causing the quick renewal of the gas-liquid interface and accelerating the mass transfer rate of ozone from the gaseous phase to the liquid phase. Figure 3 shows the effect of the highgravity factor on the liquid-phase ozone concentration in the ozone experiment. Furthermore, the comparison between the liquid-phase ozone concentration in the packed bed (PB, in which the high gravity factor was equal to 0) and the RPB indicated that the concentration of the liquid-phase ozone increased significantly with an increasing high-gravity factor. When the highgravity factor increased from 0 to 108.6, the concentration of the liquid-phase ozone increased from 0.84 to 2.54 mg/L. When the high-gravity factor reached above 83.2, the slow trend of increase in the concen- Figure 3 Effect of high-gravity factor β on the ozone concentration Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 tration of the liquid-phase ozone became consistent with the results of the correlation experiment on the high-gravity factor and the NB removal rate. Thus, the ozone dissolution rate in the high-gravity fields was increased to improve the ozone dissolution in a unit of time and then was combined with the hydrogen peroxide contained in the wastewater to generate more hydroxyl radicals (·OH). The high ozone dissolution rate enhanced the oxidation and degradation of NB to improve the NB removal rate. TBA hindered the NB removal (Figure 4(b)). 3.2 Effect of coexisting substance on NB degradation in the high-gravity field The NB removal rate can be effectively improved by increasing the mass transfer rate of ozone from the gaseous phase to liquid phase and the concentration of the liquidphase ozone. However, many other substances exist in actual wastewater besides NB. These substances can usually influence the mass transfer of ozone and ozonolysis reaction. During the NB degradation reaction with the RPB-O3/H2O2 process, some common inorganic sodium salts and organics were added. Thereafter, their effects on O3/H2O2 ability to degrade NB in the high-gravity field were investigated. Earlier studies found that the process of degrading NB by O3/H2O2 was in accordance with the pseudo-first order reaction kinetics either in the highgravity field or in the low gravity field: Figure 4 Relationship between ln(C0/Ct) and t (2) (3) In Formulas (2) and (3), k and kblank represent the reaction rate constant of NB in the high-gravity field with or without the addition of coexisting substances (min−1), respectively. Without the addition of coexisting substances, the linear equation of NB degradation obtained from the RPB-O3/ H2O2 process is y=0.062 83x-0.022 57, with R2=0.998. Figure 4 shows the effect of the RPB-O3/H2O2 process on the degradation kinetics of NB with the addition of coexisting substances. If the enhancement factor A is higher than 1 (A > 1), these substances can promote NB degradation; otherwise, it can inhibit degradation (Figure 5). Figure 4 and Figure 5 show that the addition of Na2CO3, NaOH, Na3PO4, Na2SO4, and NaNO3 facilitated the NB removal (Figure 4(a)), whereas the addition of NaCl, NaHCO3, NaHSO4, C2H5OH, CH3COOH, HCOOH, and Figure 5 Effect of coexisting substances on the enhancement factor (A) 3.2.1 Facilitation of NB removal by coexisting substances Figure 6 shows that the addition of Na2CO3, NaOH, Na3PO4, Na2SO4, and NaNO3 in the RPB-O3/H2O2 process facilitated the NB removal. Moreover, NaOH showed a highest · 35 · Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 facilitation ability. The effects of different pH conditions on the NB removal rate were discussed. Figure 7 shows that the ability of the RPB-O3/H2O2 process to degrade NB improved significantly under alkaline conditions. H2O2, as a weak binary acid, could ionize gradually to generate H+ advanced ozone oxidation process in order to directly inspect the oxidation process. Formulas (7) and (8) are the relevant equations of this process relating to its reaction with ·OH and the speed constant[27]. Research results indicate that in the presence of carbonate ions, the pollutant and HO2-. Increasing the pH value was beneficial to ion- degradation in the advanced ozone oxidation process is inhibited[28]. Formulas (7) and (8) show that the addition of carbonate can result in a competing reaction with NB. The consumption of ·OH decreases the NB removal rate. However, this experiment shows that, in a high-gravity field, the addition of a small amount of Na2CO3 can actually accelerate the NB degradation, which is similar to the result of Lin, et al[13]. A comparison between the effects of different concentrations of Na2CO3 on the NB removal rate in high gravity and normal gravity fields (PB) is shown in Figure 8. - - ization of H2O2 and generation of HO2 . OH could react with O3 to generate HO2-. In the free radical chain reaction of O3/H2O2 system, HO2- was the primary accelerant of ozonolysis and ·OH generation. Therefore, an increase in the pH value was beneficial to ozonolysis and the generation of strong oxidizing ·OH, thus improving the oxidation efficiency. The reaction mechanism[26] is shown in Formulas (4)–(6) . H 2 O 2 +OH - → H 2 O+HO −2 (4) O3 +OH - → HO-2 +O 2 (5) 2 O3 +HO → ⋅OH+O 2 +O 2 (6) Figure 6 Effects of coexisting substances on the facilitation of NB removal rate by RPB3/H2O2 ⋅OH+NB → P+H 2 O k = 3.9 ×109 L / (mol ⋅ s) 23 3 ⋅OH+CO → ⋅CO +OH - 8 k = 4.0 ×10 L / (mol ⋅ s) (7) (8) Figure 8 Effect of Na2CO3 concentration on the NB removal rate ■—RPB Na2CO3; ●—PB Na2CO3 Figure 8 shows that the NB removal rate in the high-gravity field at first increased and then gradually decreased with a rising Na2CO3 concentration. However, in a normal Figure 7 Effect of pH value on NB degradation by RPB-O3/H2O2 ■—pH=2.5; —pH=5.5; ▲—pH=7.5; ▼—pH=9.5; ◆—pH=10.5 Carbonate is a common inorganic ion detected in natural water and is generally used as a radical scavenger in the · 36 · gravity field, the NB removal rate decreased with an increasing Na2CO3 concentration. The effect of the highgravity factor on the liquid-phase ozone concentration (Figure 3) shows that, in a high-gravity field, the mass transfer rate of the ozone increased significantly and a large amount of ozone entered the liquid phase within a short time. However, the concentrations of OH- and HO2(generated from the ionized H2O2) were not high enough to react with all the water-soluble ozone molecules to Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 generate ·OH. Many ozone molecules in the solution failed to be converted into strong oxidizing ·OH radicals, and the reaction rate constant between the ozone and NB was only 0.09 L/(mol·s)[29]. Moreover, the reaction rate was slow. Na2CO3 was a type of basic salt that could increase the pH value even in small amounts (with the pH value of the NB solution increasing from 7.5 to 8.6). The ionization of H2O2 was then accelerated and a large number of HO2- radicals were formed. Thus, O3 was decomposed to generate ·OH (Formulas (4)—(6)). Moreover, the state of NB dissociation was improved with an increasing pH value, and the reaction rate among dissociated organics, O3, and ·OH species was higher than undissociated organics[27]. Therefore, the NB removal rate was effectively increased. Although the carbonate ions would compete with NB in consumption of·OH radicals when the concentration of Na2CO3 was <15 mmol/L, the facilitating effect was actually greater than the inhibiting effect which could accelerate the removal of NB. When the concentration of Na2CO3 was >15 mmol/L, the inhibiting effect was greater than the facilitating effect, resulting in a decreased NB removal rate, and the degradation process was hindered. The experiment on absorption of ozone in water (Figure 3) indicates that the mass transfer rate of ozone was slower in the normal gravity field than in the high-gravity field. Under this condition, the volume of HO2- generated by OH- and H2O2 ionization in the solution was large enough to decompose the liquid-phase O3 rapidly and maintain the ozone concentration in the solution at a low level. At this stage, the addition of Na2CO3 rather than the significant facilitation of ozonolysis and the generation of ·OH radicals would consumes a large number of ·OH radicals. Therefore, this process decreased the NB removal rate and its effect was generally inhibited. The addition of Na3PO4 could facilitate the O3/H2O2 process and remove NB in the high-gravity field because Na3PO4 increased the pH value of the solution, and accelerated the decomposition of O3 to generate ·OH. On the other hand, the phosphate radical, the accelerant of O3 decomposition, and the generation of ·OH could improve the performance of RPB for NB removal. The action principle of additive NaNO3 for facilitating the O3/H2O2 process might be the result of the direct and indirect reactions of the promoted ozone[30]. Thus, the performance of the process for NB removal was improved. However, the additive Na2SO4 did not influence the O3/H2O2 process. The analysis of the effect of adding Na 2CO 3, NaOH, Na3PO4 in the RPB-O3/H2O2 process on the NB removal rate revealed that the pH value of the water sample could significantly influence the NB degradation by the O3/H2O2 process. These additives (Na2CO3, NaOH) increased the pH value of the water sample, accelerated the ozonolysis, generated the strong oxidizing ·OH radicals, and improved the oxidation efficiency. 3.2.2 Inhibiting effect of coexisting substances The addition of NaCl, NaHCO 3 , NaHSO 4 , C 2 H 5 OH, CH3COOH, HCOOH, and TBA in the RPB-O3/H2O2 process exerted an inhibiting effort on NB removal (Figure 9). When the reaction rate between ·OH and the coexisting substance was greater than the reaction rate of NB, a thorough inhibiting effect appeared. The reaction rate of CH3COOH[31] with NB differed insignificantly from the reaction rate of ·OH with NB (Formulas (7) and (9)). A small volume of added CH3COOH consumed a part of ·OH radicals in the course of competition with NB, thus decreasing the NB removal rate. The NB removal rate would decrease to some extent after adding a small volume of NaCl, because chloridion Cl was a scavenger of ·OH[32]. Furthermore, the ·OH concentration was reduced, which could influence the NB removal rate. ⋅OH+C2 H 5OH → P+H 2 O k = 2.2 ×109 L / (mol ⋅ s) (9) Figure 9 Effects of coexisting substances on the NB removal rate by RPB-O3/H2O2 Figure 10 shows the effect of adding NaHSO4, CH3COOH, and HCOOH on the solution pH value; these substances reduced the initial pH value of the solution from the initial value of 7.5 to 6.4, 4.3, and 3.1, respectively. The effect · 37 · Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 of pH value on the experiment showed that the acidic en- in the actual wastewater environment is necessary be- vironment was not conducive to either ozonolysis or ·OH cause relevant theoretical support can be provided in the generation. Moreover, as the intermediate products of NB future discussion about the contribution rate of direct and degradation, CH3COOH and HCOOH hindered the NB indirect ozone oxidation in high-gravity fields. [33] degradation . As the ·OH trapping agents, TBA, and NaHCO3 could greatly consume the ·OH radicals generated from ozonolysis, interrupt the free radical chain reaction, and reduce the performance of RPB for nitrobenzene removal [27] (Formulas (10) and (11)). ⋅OH+HCO3- → ⋅CO3- +H 2 O k = 8.5 ×106 L / (mol ⋅ s) ⋅OH+TBA → ⋅CH 2 C ( CH 3 )2 OH+H 2 O k = 7.6 × 108 L / (mol ⋅ s) 4 Conclusions 1)During the RPB-O3/H2O2 oxidation process, the highgravity technology intensified the ozone mass transfer, increased the ozone dissolution within a unit time, strengthened the ozonolysis reaction, and improved the rate of (10) (11) Figure 10 Effects of coexisting substances on the initial pH value By analyzing the effect of adding NaCl, NaHCO 3 , NaHSO4, C2H5OH, CH3COOH, HCOOH, and TBA in the RPB-O3/H2O2 process on the NB removal, the inhibiting effect can be divided into two cases, namely: (1) the additives such as NaHSO4, CH3COOH, and HCOOH can decrease the solution pH value and influence H2O2 ionization and ozonolysis; and (2) the additives such as NaCl, NaHCO3, C2H5OH, and TBA can compete with NB and consume ·OH radicals . In summary, the degradation of nitrobenzene with the O3/H2O2 oxidation technology in the high-gravity field is a complex process. However, the experiments which were simplified by adding specific inorganic sodium salt or low molecular weight organic substance into the stimulated wastewater could not thoroughly reflect the actual nitrobenzene removal. 2)The addition of Na2CO3, NaOH, Na3PO4, and NaNO3 into the RPB-O3/H2O2 process could facilitate the NB removal. The major facilitating mechanism was to improve oxidation efficiency by increasing the pH value of the solution, promoting ozonolysis, and generating the ·OH chain reaction. The addition of NaCl, NaHCO3, NaHSO4, C2H5OH, CH3COOH, HCOOH, and TBA inhibited the NB removal. Besides, the addition of NaHCO3, CH3COOH, and HCOOH could significantly reduce the solution pH value and hindered the free radical chain reaction. NaCl, NaHCO3, C2H5OH, and TBA were considered as the·OH depleting agents which would compete with the NB removal. 3)In the high gravity and the normal gravity fields, when the Na2CO3 concentration was <15 mmol/L, the experiment of the O3/H2O2 process in degrading NB showed different results. Thus, as compared with the normal gravity fields, the high-gravity fields could strengthen the mass transfer rate of the ozone and increase the ozone concentration in water. After Na2CO3 was added, the increase in the solution pH value accelerated the H2O2 ionization, generated HO2-, and promoted ozonolysis to generate ·OH radicals. The facilitating effect is stronger than the inhibiting effect, as evidenced by the increase in the NB removal rate. When the Na2CO3 concentration was >15 mmol/L, the inhibiting effect was stronger than the facilitating effect. Acknowledgements: This work was supported by the Natural Science Foundation of China (21206153,U1610106), the Excellent Youth Science and Technology Foundation of Province processes involving multiple factors. Therefore, further Shanxi of China (2014021007), and the Program for the Out- strengthening the study on the mechanism and efficiency standing Innovative Teams of Higher Learning Institutions of of coexisting substances in order to accelerate ozonation Shanxi (201316). · 38 · Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 Reference [1] Mehrjouei M, Müller S, Möller D. Treatment of pyrolysis wastewater using heterogeneous advanced oxidation processes[J]. Environmental Progress and Sustainable Energy, 2014, 33(1): 178-183 [2] Chelme-Ayala P, El-Din M G, Smith D W, et al. Oxidation [13] Lin C C, Chao C Y, Liu M Y, et al. Feasibility of ozone absorption by H2O2 solution in rotating packed beds[J]. Journal of Hazardous Materials, 2009, 167(1/3): 1014-1020 [14] Lin C C, Chao C, Liu M. Removal of ozone from air by absorption in a rotating packed bed[J]. Journal of Industrial and Engineering Chemistry, 2010, 16(1): 140-146 kinetics of two pesticides in natural waters by ozonation [15] Chang C C, Chiu C Y, Chang C Y, et al. Pt-catalyzed and ozone combined with hydrogen peroxide[J]. Water Re- ozonation of aqueous phenol solution using high-gravity search, 2011, 45(8): 2517-2526 rotating packed bed[J]. Journal of Hazardous Materials, [3] Yan Z, Lin C, Ruan Q. Dynamics of droplets and mass transfer in a rotating packed bed[J]. AIChE Journal, 2014, 60(7): 2705-2723 [4] Guo K, Wen J W, Zhao Y, et al. Optimal packing of a rotating packed bed for H2S removal[J]. Environmental Science and Technology, 2014, 48(12): 6844-6849 [5] Chen Y S, Hsu Y C, Lin C C, et al. Volatile organic com pounds absorption in a cross-flow rotating packed bed[J]. Environmental Science and Technology, 2008, 42(7): 2631-2636 [6] Yu C H, Wu T W, Tan C S. CO 2 capture by piperazine mixed with non-aqueous solvent diethylene glycol in a rotating packed bed[J]. International Journal of Greenhouse Gas Control, 2013, 19: 503-507 [7] Agarwal L, Pavani V, Rao D P, et al. Process intensifica 2009, 168(2/3): 649-655 [16] Ko C H, Guan C Y, Lu P J, et al. Ozonation of guaiacol solution in a rotating packed bed[J]. Chemical Engineering Journal, 2011, 171(3): 1045-1052 [17] Chiu C Y, Chen Y H, Huang Y H. Removal of naphthalene in Brij 30-containing solution by ozonation using rotating packed bed[J]. Journal of Hazardous Materials, 2007, 147(3): 732-737 [18] Zeng Z Q, Wang J F, Li Z H, et al. The advanced oxidation process of phenol solution by O3/H2O2 in a rotating packed bed. Ozone[J]: Science and Engineering, 2013, 35(2): 101-108 [19] Li M, Zeng Z, Li Y, et al. Treatment of amoxicillin by O3/Fenton process in a rotating packed bed[J]. Journal of Environmental Management, 2015, 150: 404-411 tion in HiGee absorption and distillation: Design pro- [20] Jiao W Z, Liu Y Z, Shao F, et al. Degradation of waste- cedure and applications[J]. Industrial and Engineering water containing nitrobenzene by high gravity-ultrasonic/ Chemistry Research, 2010, 49(20): 10046-10058 ozonation/electrolysis technology[J]. China Petroleum [8] Chu G, Gao X, Luo Y, et al. Distillation studies in a two stage counter-current rotating packed bed[J]. Separation and Purification Technology, 2013, 102: 62-66 Processing and Petrochemical Technology, 2012, 14(3): 96-101 [21] Patil D V, Rallapalli P B S, Dangi G P, et al. MIL-53(Al): [9] Mondal A, Pramanik A, Bhowal A, et al. Distillation stud- An efficient adsorbent for the removal of nitrobenzene ies in rotating packed bed with split packing[J]. Chemical from aqueous solutions[J]. Industrial and Engineering Engineering Research and Design, 2012, 90(4): 453-457 Chemistry Research, 2011, 50(18): 10516-10524 [10] Wang G Q, Guo C F, Xu Z C, et al. A new crossflow [22] Surolia P K, Tayade R J, Jasra R V. Photocatalytic degra- rotating bed: Part 1: Distillation performance[J]. Indus- dation of nitrobenzene in an aqueous system by transition- trial and Engineering Chemistry Research, 2014, 53(10): metal-exchanged ETS-10 zeolites[J]. Industrial and Engi- 4030-4037 neering Chemistry Research, 2010, 49(8): 3961-3966 [11] Tai C Y, Wang Y, Liu H. A green process for prepar- [23] Rischbieter E, Schumpe A, Stein H. Ozone solubilities in ing silver nanoparticles using spinning disk reactor[J]. water and aqueous salt solutions[J]. Journal of Chemical AIChE Journal, 2008, 54(2): 445-452 [12] Gudena K, Rangaiah G, Lakshminarayanan S. Optimal design of a rotating packed bed for VOC stripping from contaminated groundwater[J]. Industrial and Engineering Chemistry Research, 2012, 51(2): 840-852 and Engineering Data, 2000, 45(2): 338-340 [24] Bader H, HoignéJ. Determination of ozone in water by the indigo method[J]. Water Research, 1981, 15(4): 449-456. [25] Jiao W Z, Liu Y Z, Qi G S. Gas pressure drop and mass transfer characteristics in a cross-flow rotating packed bed · 39 · Zhang Shiguang, et al. China Petroleum Processing and Petrochemical Technology, 2016, 18(4): 32-40 with porous plate packing[J]. Industrial and Engineering with organic and inorganic compounds in water—I[J]. Wa- Chemistry Research, 2010, 49(8): 3732-3740 ter Research, 1983, 17(2): 173-183 [26] Staehelin J, Hoigne J. Decomposition of ozone in wa- [30] C hen L, Quan Y H. Effect of coexisting substances ter: rate of initiation by hydroxide ions and hydrogen on degradation of 2,4-D in O 3/H2O2 process: I. 2, 4-D peroxide[J]. Environmental Science and Technology, 1982, degradation kinetics[J]. CIESC Journal, 2011,62(10): 16(10): 676-681 2920-2925 (in Chinese) [27] Hoigné J, Bader H. Rate constants of reactions of ozone [31] Hoigné J. Inter-calibration of OH radical sources and wa- with organic and inorganic compounds in water—II[J]. ter quality parameters[J]. Water Science and Technology, Water Research, 1983, 17(2): 185-194 1997, 35(4): 1-8 [28] Drzewicz P, Trojanowicz M, Zona R, et al. Decomposition [32] Olson T M, Barbier P F. Oxidation kinetics of natural or- of 2,4-dichlorophenoxyacetic acid by ozonation, ionizing ganic matter by sonolysis and ozone[J]. Water Research, radiation as well as ozonation combined with ionizing radiation[J]. Radiation Physics and Chemistry, 2004, 69(4): 281-287 [29] Hoigné J, Bader H. Rate constants of reactions of ozone 1994, 28(6): 1383-1391 [33] P i Y, Schumacher J, Jekel M. Decomposition of aqueous ozone in the presence of aromatic organic solutes[J]. Water Research, 2005, 39(1): 83-88 Successful Application of Hydrocracking Technology Aimed at Prodigiously Boosting Jet Fuel Yield Recently “the hydrocarcking technology aimed at prodigiously boosting jet fuel yield along with improvement of tail-oil quality” developed by the SINOPEC Research Institute of Petroleum Processing (RIPP) has been successfully applied in commercial scale on the 2.0 Mt/a hydrocracking unit at the SINOPEC Yanshan Branch Company, resulting in implementation of triple functions, viz.: boosting the jet fuel yield, reducing the diesel fuel output and improving the tail-oil quality. This technique has brought about obvious economic and environmental benefits, which can provide a material basis to bridge the demand gap in jet fuel supply at the new Beijing Airport and will serve as a good example of SINOPEC’s efforts in the area of transformation of production mode, structure adjustment, product quality upgrading and enhancement of economic ben- · 40 · efits at the refining enterprise. The research staffs of RIPP have been working strenuously in 5—6 years to develop the RHC-131 catalyst featuring high ring-opening cracking ability and high jet fuel yield with its overall performance commanding a global leading position. After realizing the optimized control over the process technology and adopting the catalyst grading technique, the catalytic performance has been brought into full play to boost the jet fuel yield to 43.3%, a 50% increase as compared to the level before the unit retrofitting. The tail oil with a BMCI value of 8.7 can serve as a qualified steam cracker feed to effectively improve the downstream operating effectiveness. Meanwhile the yield of gas oil fraction, which is currently faced with a diesel-glutted market, can be minimized to 0% in the production plan.
© Copyright 2026 Paperzz