Yuyin Tangab,
Yang Gaoc,
Dan Liub,
Fenglian Zhangb,
Siqiu Quc,
Zhengping Haobd,
Xin Zhang*bd and
Zhao-Tie Liu*a
aKey Laboratory of Applied Surface and Colloid Chemistry, School of Chemistry and Chemical Engineering, Shaanxi Normal University, Xi'an, 710119, China. E-mail: ztliu@snnu.edu.cn; Fax: +86-29-81530802; Tel: +86-29-81530802
bDepartment of Environmental Nano-materials, Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences, Beijing 100085, China. E-mail: zhangxin@rcees.ac.cn; Tel: +86-10-62843688
cCenter of Research & Development, Shandong Sunway Petrochemical Engineering Share Co., Ltd, Beijing 100015, China
dNational Engineering Laboratory for VOCs Pollution Control Material & Technology, Beijing 101408, China
First published on 28th April 2017
An improved ammonia-based desulfurization technology was proposed, in which the produced excess NH4HSO3 was concentrated by using the heat from the Claus tail gas and then SO2 was recovered by decomposing the concentrated NH4HSO3 in the Claus furnace. Furthermore, the process was modeled and simulated using the commercial software Aspen Plus. The characteristics of the ammonia-based desulfurization model were validated and compared with experimental results. Moreover, the water balance in the system was maintained, therefore, no extra water was required. Under the water balance condition, the SO2 removal performance in the system was predicted with various operating conditions. The model exhibited a reliable prediction of the desulfurization performance of the innovative process, which will be favorable for actual industrial application.
As is known, the remaining H2S in Claus tail gas can be eliminated to a great extent by various additional purification technologies (such as low temperature Claus technology,9,10 reduction–absorption technology11 and H2S selective oxidation technology12–15). Even though additional purification technologies are applied, the sulfur recovery can only reached as high as 99%. On the other hand, SO2 emission restriction has become increasingly stringent. The Chinese government had enforced the new emission standards of pollutants for petroleum chemical industry in 2015, wherein SO2 emission has been restricted for 100 mg m−3 and 50 mg m−3 for special regions. It is significantly indicated that the emission cannot meet the new standard even the Claus tail gas is treated by the mentioned additional process. On this occasion, various absorption technologies, such as CaO,16–18 MgO19–21 and NH3 (ref. 22–24) based desulfurization processes, are seriously considered as the potential candidate for Claus tail gas treatment due to the higher sulfur removal efficiency (can reach almost 100%) and low cost. In these absorption technologies, all sulfur compounds are firstly transformed into SO2 after Claus reaction. Subsequently, SO2 is further absorbed by alkaline absorbents and transformed into useful byproducts. Among them, NH3 based desulfurization process is the most promising one, taking into account that NH3 can be easily obtained in coal chemical industries. However, in the case of traditional ammonia-based desulfurization process, a tail gas cooling system is required to cool the fuel gas, which wastes a lot of water and energy. Furthermore, the produced excess (NH4)2SO3 and NH4HSO3 are oxidized and crystallized to (NH4)2SO4 chemical fertilizer by a long and complex process along with a large consumption of heat. Meanwhile, a large amount of extra water is consumed during the SO2 absorption reaction.
Therefore, from the viewpoint of practice, the production of (NH4)2SO4 byproducts makes the tail gas treatment process rather complex and further increases the operating costs. Moreover, the storage, transportation and sale of byproducts formed in absorption process are still serious problems.
On basis of this, an improved ammonia-based desulfurization technology is tentatively proposed taking into account of the tail gas composition in coal chemical industry, usually 25% H2O, 24% CO2, 50.5% N2 and 0.5% SO2. In the process, the produced excess NH4HSO3 is concentrated using the heat from the Claus tail gas, which also plays the role of cooling system. And then, the NH4HSO3 solution is recycled to the Claus furnace. Wherein, NH4HSO3 is decomposed into SO2, N2 and H2O. Subsequently, SO2 participates in the Claus reaction. Therefore, the process is shorter, heat saving and has no byproduct. It is worth mentioning that extra water for absorption reaction is not required due to the large amount of water in tail gas. More importantly, the purified gas must be maintained at a special temperature in order to take away the excess water in tail gas after absorption reaction, i.e., maintained the water balance of the system. Otherwise, the sulfur removal efficiency will decrease drastically. Additionally, a water spray column is designed to remove the escaped NH3 as well as the trace SO2 in purified gas.
In the present paper, the SO2 absorption and NH4HSO3 concentrating under the water balance condition was modeled and simulated by the commercial software Aspen Plus. Moreover, the characteristics of ammonia-based desulfurization process was also studied and compared with experimental results. Additionally, the impact of various operating parameters on SO2 removal efficiency was examined. All in all, the desulfurization performance of the innovated process can be predicted reliably, which is favorable for the actual industrial application.
In the present process, the tail gas (TAILGAS) containing a mixture of 25% H2O, 24% CO2, 50.5% N2 and 0.5% SO2 was firstly introduced to the prewashing column from the bottom, while the rich NH4HSO3 solution (RICH) entered from the top of the column. In this heat transfer process, the tail gas was cooled and partial water in the rich liquid was evaporated into the gas phase, i.e., the rich liquid NH4HSO3 was concentrated. And then, the concentrated NH4HSO3 absorption liquid (PRODUCT) was transferred to Claus furnace, while the cooled tail gas (GASIN) sequentially entered the absorbing column (ABSORBER) from the bottom. SO2 was absorbed by the (NH4)2SO3-rich solution (LIQIN), which was sprayed from the top of the absorbing column. The NH4HSO3-rich solution (LIQOUT) was collected at the bottom of the column. Partial rich solution was regenerated by the mixture of the production of the washing column and ammonia gas, and recycled back to the absorbing column. Meanwhile, the excess rich solution was transferred to the prewashing column and participated in the mentioned heat transfer process. However, the process must be operated at a relatively high temperature due to the requirement of water balance, which facilitated the ammonia escape. Thus, a washing column was designed to inhibit the ammonia escape. Escaped ammonia was absorbed by the sprayed water in the washing column, and the produced ammoniated water was reused in the above mentioned regeneration step associate with ammonia. A mixer (MIXER) was included in the desulfurization model to control the flow rate and composition of the lean solution in the SO2 absorber.
Reaction no. | Type | Chemical equation |
---|---|---|
1 | Equilibrium | H2O ↔ OH− + H+ |
2 | Equilibrium | H2O + NH3 ↔ NH4+ + OH− |
3 | Equilibrium | H2O + SO2 ↔ H++ HSO3− |
4 | Equilibrium | HSO3− ↔ H+ + SO32− |
5 | Equilibrium | H2O + CO2 ↔ H+ + HCO3− |
6 | Equilibrium | HCO3− ↔ H++ CO32− |
7 | Salt | NH4HSO3 ↔ NH4+ + HSO3− |
8 | Salt | (NH4)2SO3 + H2O ↔ H2O + 2NH4+ + SO32− |
9 | Salt | (NH4)2SO3 ↔ 2NH4+ + SO32− |
10 | Salt | NH4HCO3 ↔ NH4+ + HCO3− |
According to the theory of chemical absorption, SO2 reacted with the absorbent instantaneously when it entered the liquid phase, therefore the partial pressure of SO2 on the gas–liquid interface was infinitely close to 0. The diffusion resistance of gas film was the rate-determining step of absorption reaction.
(1) |
Parameter | A | B | C | D |
---|---|---|---|---|
Reaction 1 | 132.9 | −1.345 × 104 | −22.48 | 0 |
Reaction 2 | −1.257 | −3335 | 1.497 | −0.03706 |
Reaction 3 | −5.979 | 637.4 | 0 | −0.01513 |
Reaction 4 | −25.29 | 1333 | 0 | 0 |
Reaction 5 | 231.5 | −1.209 × 104 | −36.78 | 0 |
Reaction 6 | 216.1 | −1.243 × 104 | −35.48 | 0 |
Reaction 7 | −1.962 | 637.4 | 0 | −0.01513 |
Reaction 8 | −1297 | 3.347 × 104 | 224.2 | −0.3516 |
Reaction 9 | 920.4 | −4.450 × 104 | −139.3 | 0.03619 |
Reaction 10 | 554.8 | −2.244 × 104 | −89.01 | 0.06473 |
The rate-based RadFrac model was adopted for the absorbing, prewashing and washing column. The rate-based approach uses the Maxwell–Stefan model to compute the multicomponent mass transfer, including the use of binary coefficients to evaluate the mass transfer rates between the vapor and liquid phases.25 The absorption is based on the two-film theory,26 wherein the mass transfer resistance was concentrated in a thin layer adjacent to the bulk phase boundary. The discretized film equations are combined with the heat and mass balance at each stage to obtain an accurate temperature and concentration profile over the entire column.27
The mixed flow model was selected for the three columns, in which the bulk properties of each phase are assumed to be the same as the outlet conditions for that phase. Wegstein method was employed to solve the system of algebraic equations. The electrolyte NRTL model was selected as the thermo physical properties of the system, by which the thermodynamic properties of the liquid phase were determined. Henry's law was applied on N2, NH3, CO2 and SO2. The Henry's law constants of SO2, NH3 and CO2 in water were taken from Meyer et al.,28 Que et al.29 and Yan et al.30
The coefficients used for temperature-dependent physical properties of model components were taken from the Design Institute for Physical Properties and the Aspen Plus data system. The molar volume of the electrolyte solution was calculated basing on the Clarke aqueous electrolyte volume model. The liquid viscosity was determined by the Jones–Dole model. The Riedel model was adopted to calculate the thermal conductivity coefficients of the electrolyte solution. The diffusion coefficients were computed basing on the Nernst–Hartley model, and the surface tension of the aqueous electrolyte solution was calculated using the Onsager–Samaras model.
The simulated SO2 removal results were verified at different operating conditions (pH, liquid–gas ratio (L/G), SO2 concentration, absorbent temperature and absorbent concentration) against experimental results. The operating parameters of the Aspen Plus model were set as the same as the experimental conditions. Moreover, the water balance of the system was not considered in this situation.
Fig. 2 shows the relationship between SO2 removal efficiency and the absorbent pH. The absorbent pH during the experiment was adjusted by adding SO2 or NH3 into the solution, while the absorbent pH during the simulation was adjusted by changing the concentration of (NH4)2SO3 and NH4HSO3 of the inlet streams. It can be seen that the simulation results agreed well with the experimental data. Both results revealed that the SO2 removal efficiency increased with the rise of absorbent pH. The SO2 removal efficiency of experimental data and simulation result around pH = 4 was 27.3% and 20.6%, respectively. And then, the SO2 removal efficiency rose sharply when the pH reached to 6. The SO2 removal efficiency could attain as high as 98% at pH = 6.4. Furthermore, the SO2 removal efficiency kept almost steady when pH was higher than 6.5. The pH of absorbent reflects the composition of the absorbent. A lower pH indicates a lower concentration of (NH4)2SO3 and a higher concentration of NH4HSO3, which not only obstructs the SO2 absorption reaction, but ionizes H+ ion, inhibiting the dissolution of SO2 into the water. The combined affection leads to a lower SO2 removal efficiency at low pH levels. When pH is higher than 6.5, the absorbent is meanly composed of (NH4)2SO3, and the SO2 absorption rate is mainly controlled by the mass transfer rate instead of solution composition. It means that the continually increase of pH had little impact on the SO2 removal efficiency, but greatly increased the operating cost. The pH of the absorbent should be kept between 6 and 7. As a buffer solution, the composition and the concentration of (NH4)2SO3–NH4HSO3 system varies even with the same solution pH. Due to the difficulty of controlling both the absorbent concentration and solution pH at the same time, the experimental results showed some variations in absorbing capacities.
Liquid–gas ratio (L/G) is an influencing factor that can decide the size of the absorption equipment and influence the operating cost. With a larger L/G ratio, the driving force of absorption enhances, which is in favor of absorption progress, but at the same time increases the operating cost. Fig. 3 illustrated the effect of liquid–gas ratio (L/G) on SO2 removal efficiency. Both curves exhibited consistent regime. It is significantly noted that the SO2 removal efficiency increased with the increase of liquid–gas ratio. The SO2 removal efficiency was only 26% when the liquid–gas ratio was 2. However, the SO2 removal efficiency increased sharply to 83.6% with the rise of liquid–gas ratio to 4. The growth rate decreased when the liquid–gas ratio exceeded 4. It can be explained by the fact that the absorbent was initiatorily insufficient. Therefore, the increase of liquid–gas ratio implied the increase of the liquid flow rate entering the absorbing system, which increased the contact of gas–liquid. Simultaneously, the mass transfer force increased, which was beneficial to more SO2 in gas phase entering liquid phase.
Fig. 3 Simulation and experimental results of SO2 removal efficiency with different liquid–gas ratio. |
The influence of different SO2 inlet concentration on SO2 removal efficiency is depicted in Fig. 4. It is noteworthy that the simulation results and experimental results exhibit remarkably different variation trend with respect to the rise of SO2 concentration. In the simulation results, the SO2 removal efficiency kept almost stable at 98% when the SO2 concentration rose from 2000 to 15000 ppm. Whereas, the SO2 removal efficiency dropped sharply to 86% with a further rise of SO2 concentration. Conversely, in experimental results, the SO2 removal efficiency gradually dropped from 100% to 86% with a rise of SO2 concentration. This difference can be attributed to the fact that the simulated process was conducted in a rather ideal condition, i.e., the two phases in tower are uniform distributing and well intermixed, which assures a better reaction completion. Moreover, the SO2-absorption process is a gas-film controlled process, in which the gas film resistance decides the reaction rate and degree. Therefore, the initiate increase of SO2 inlet concentration improves the mass transfer driving force, leading to the rise of SO2 absorbing capacity. Hence, the SO2 removal efficiency can be maintained in the simulated process. The gradual decrease of SO2 removal efficiency in experimental data can be attributed to the insufficiency of the gas–liquid contact, actually. SO2 molecules cannot reach the gas–liquid interface before they were carried out by the gas stream, causing the gradual decrease of SO2 removal efficiency.
Fig. 4 Simulation and experimental results of SO2 removal efficiency with different SO2 inlet concentration. |
Fig. 5 shows the effect of the absorbent (NH4)2SO3 concentration on the SO2 removal efficiency. It can be noted that the simulation results agreed well with the experimental data. Both results revealed that the SO2 removal efficiency was almost maintained at 97% with the rise of (NH4)2SO3 concentration. It can be explained that the absorbent was (NH4)2SO3-excess in the process. Therefore, the absorption rate was mainly determined by the mass transfer rate between gas and liquid. Thus the increasing (NH4)2SO3 concentration can hardly improve the SO2 removal efficiency.
Fig. 5 Simulation and experimental results of SO2 removal efficiency with different absorbent concentration. |
In the experiments, the existence of the fluid transportation units can act as fans and pumps. Namely, the experiments are operated under a micro positive pressure, i.e., the experimental pressure is always a little higher than the simulated process. As known a higher operating pressure is beneficial to the absorbing process. Therefore, under the same operating conditions, the desulfurization efficiencies of experiments are higher than simulated results.
Particularly, almost all the single factor simulation results are extremely consistent with the experimental results. Therefore, it can be considered that the developed model can predict the desulfurization performance of the innovated process reliably.
Units | Specifications | Operating conditions |
---|---|---|
Prewashing column | Calculation type: RadFrac model | Operating pressure: 100 kPa |
Flow model: mixed | Enrichment stream flow rate: 0.71 L h−1 | |
Height: 500 mm | Enrichment stream temperature: 70 °C | |
Diameter: 100 mm | Tail gas flow rate: 8 m3 h−1 | |
Packing type: Raschig rings 13 mm | Tail gas temperature: 160 °C | |
CO2 concentration in tail gas (v/v%): 24 | ||
Water vapor concentration (v/v%): 25.5 | ||
SO2 volume fraction (ppm): 5000 | ||
SO2 absorber | Calculation type: RadFrac model | Operating pressure: 100 kPa |
Flow model: mixed | Lean solution flow rate: 7.13 L h−1 | |
Height: 1000 mm | Lean solution temperature: 70.2 °C | |
Diameter: 100 mm | ||
Packing type: Raschig rings 13 mm | ||
Washing column | Calculation type: RadFrac model | Operating pressure: 100 kPa |
Flow model: mixed | Inlet temperature of wash water: 25 °C | |
Height: 500 mm | Wash water flow rate: 0.75 L h−1 | |
Diameter: 100 mm | ||
Packing type: Raschig rings 13 mm | ||
Mixer | Type: Stream mixer | Operating pressure: 100 kPa |
Valid phase: vapor–liquid | NH3 flow rate: 1.28 mol h−1 | |
NH3 temperature: 25 °C | ||
Splitter | Valid phase: vapor–liquid | Operating pressure: 100 kPa |
Recycle flow split ratio: 0.9 |
Stream name | |||||||
---|---|---|---|---|---|---|---|
Simulation results | TAILGAS | NH3 | WATER | OUT | PRODUCT | RECYCLE | ENRICH |
Temperature/°C | 160.0 | 25.00 | 25.00 | 70.55 | 70.29 | 70.21 | 70.21 |
Pressure/kPa | 101.0 | 101.0 | 101.0 | 100.0 | 100.0 | 100.0 | 100 |
Vapor/frac | 1.000 | 1.000 | 0 | 1.000 | 0 | 0 | 0 |
Mole flow/mol h−1 | 224.6 | 1.280 | 41.51 | 239.6 | 26.76 | 319.9 | 35.54 |
Mass flow/kg h−1 | 6.633 | 0.02180 | 0.7479 | 6.854 | 0.5494 | 6.285 | 0.6985 |
Volume flow/L h−1 | 8000 | 31.19 | 0.7500 | 6828 | 0.5734 | 6.377 | 0.7085 |
Enthalpy/Gcal h−1 | −8.160 × 10−3 | −1.400 × 10−5 | −2.800 × 10−3 | −9.200 × 10−3 | −1.85 × 10−3 | −0.02188 | −2.400 × 10−3 |
pH | 7.00 | 5.12 | 5.90 | 5.90 | |||
Mole/frac | |||||||
NH3 | 0 | 1 | 0 | 5.740 × 10−4 | 2.620 × 10−5 | 9.340 × 10−5 | 9.340 × 10−5 |
SO2 | 5.000 × 10−3 | 0 | 0 | 2.300 × 10−4 | 1.770 × 10−5 | 1.520 × 10−6 | 1.520 × 10−6 |
CO2 | 0.2400 | 0 | 0 | 0.2250 | 5.030 × 10−5 | 4.890 × 10−5 | 4.890 × 10−5 |
N2 | 0.5050 | 0 | 0 | 0.4734 | 2.950 × 10−6 | 2.990 × 10−6 | 2.990 × 10−6 |
WATER | 0.2500 | 0 | 1 | 0.3008 | 0.9173 | 0.9411 | 0.9411 |
NH4+ | 0 | 0 | 0 | 0 | 4.266 × 10−2 | 3.277 × 10−2 | 3.277 × 10−2 |
H+ | 0 | 0 | 1.810 × 10−9 | 0 | 2.300 × 10−7 | 4.070 × 10−8 | 4.070 × 10−8 |
HCO3− | 0 | 0 | 0 | 0 | 1.260 × 10−5 | 7.320 × 10−5 | 7.320 × 10−5 |
OH− | 0 | 0 | 1.810 × 10−9 | 0 | 9.640 × 10−10 | 5.530 × 10−9 | 5.530 × 10−9 |
HSO3− | 0 | 0 | 0 | 0 | 3.713 × 10−2 | 1.921 × 10−2 | 1.921 × 10−2 |
CO32− | 0 | 0 | 0 | 0 | 1.240 × 10−9 | 3.770 × 10−8 | 3.770 × 10−8 |
SO32− | 0 | 0 | 0 | 0 | 2.759 × 10−3 | 6.743 × 10−3 | 6.743 × 10−3 |
Stream | Inlet streams | Outlet streams | ||
---|---|---|---|---|
TAILGAS | WATER | OUT | PRODUCT | |
H2O mole flow/mol h−1 | 56.15 | 41.51 | 72.06 | 24.53 |
Mole flow/mol h−1 | WATER stream | PRODUCT stream | Increase of the ion |
---|---|---|---|
SO32− | 0 | 0.07393 | 0.07393 |
HSO3− | 0 | 0.9937 | 0.9937 |
CO32− | 0 | 3.330 × 10−8 | 3.300 × 10−8 |
HCO3− | 0 | 3.400 × 10−4 | 3.400 × 10−4 |
The consumption of water can be calculated as:
n(H2O) = Δn(SO32−) + Δn(HSO3−) + Δn(CO32−) + Δn(HCO3−) = 1.068 mol h−1 |
The amount of water entering the system should keep balance with the amount of water leaving the system and participating in the reactions. The water balance equation can be presented as:
n(H2O-WATER) + n(H2O-TAILGAS) = n(H2O-PRODUCT) + n(H2O-GASOUT) + Δn(H2O-consumption) |
Δn(H2O) = Δn(H2O-WATER) + Δn(H2O-TAILGAS) − Δn(H2O-PRODUCT) − Δn(H2O-GASOUT) − Δn(H2O-consumption) = 0.0109 mol |
It positively means that the increased amount of water in the system was only 0.0109 mol h−1, which can be neglected. Therefore, it is considered that the water balance of the system is reached.
During the course of absorption process, the rise of inlet tail gas temperature can hardly influence the liquid phase temperature due to the notably difference of specific heat capacity. Thus, the differences in temperature between gas and liquid phase were increased. Subsequently, the mass transfer driving force was increased. On the other hand, the composition of the absorption solution varied with different inlet tail gas temperatures. A higher inlet tail gas temperature can induce the increase of reaction rate, therefore the SO2 absorption capacity increased. Notably, the SO2 absorption capacity was the rate-determining step in the absorption reaction according to the two-film theory. Therefore, the increase of tail gas temperature induced the increase of SO2 remove efficiency.
The main starting point of the modified process was the realization of elemental sulfur recovery. Therefore, the excess concentrated NH4HSO3 was transferred to the Claus furnace and further decomposed to SO2 and H2O. However, the Claus reaction was thermodynamic equilibrium limited (2H2S + SO2 → 3S + H2O). Thus, the large extra amount H2O entering the furnace can play a negative effect to the reaction, causing the decrease of Claus reaction efficiency. Hence, realizing the rational integration of the modified process and Claus process was the most crucial challenge for the further application of this process.
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