填料塔中Na_2CO_3吸收高浓度H_2S的传质特性

在填料吸收塔中考察了Na2CO3溶液吸收高浓度H2S气体的气液传质特性。通过测量填料塔进出口气体中H2S浓度计算了Na2CO3溶液吸收高浓度H2S气体的总体积传质系数(KGa),并研究了进气流速、吸收液流量、吸收温度和吸收液浓度对KGa的影响。结果表明,KGa随Na2CO3浓度、吸收液流量的增加而增加,随吸收温度、进气流速的升高而降低;在高浓度H2S吸收过程中液相传质阻力不能忽略。     

填料塔中钠碱溶液吸收低浓度SO2的体积传质系数

在填料吸收塔中测定和计算了钠碱溶液吸收烟气中低浓度SO2的体积总传质系数(KGa),并研究了进口气体中SO2浓度、气体流量、吸收液喷淋密度以及溶液中Na 浓度对体积传质总系数的影响.结果表明,进口气体中SO2浓度、气体流量及吸收液喷淋密度对KGa的影响较大;随着进口气体中SO2浓度的增大,KCa逐渐减小,而随着进口气体流量及吸收液喷淋密度的增大,KGa逐渐增大;吸收液中Na 浓度对KGa的影响较小.     

填料塔中的DBU溶液吸收CO_2

在自制的1,8-二氮杂双环[5,4,0]十一碳-7-烯(DBU)吸收CO2的填料塔中,研究DBU溶液浓度、入口CO2浓度、DBU溶液流量、气体流量、气体温度以及填料层高度对CO2吸收的影响。结果表明,DBU溶液浓度从1.5%增加到25%,CO2吸收容量和吸收效率均逐步减小;入口CO2浓度从4.5%增加到15%,CO2吸收容量和吸收效率均逐渐增大;DBU溶液流量从20 m L/min增加到120 m L/min,CO2吸收容量和吸收效率略有增加;气体流量从0.7 L/min增加到3.3 L/min,填料层高度从5 cm增加到45 cm,CO2吸收容量和吸收效率均呈先增后减趋势;气体温度从25℃增加到60℃,CO2吸收容量和吸收效率略有下降。DBU溶液在填料塔内能够高效吸收气体中的CO2。     

膜吸收法脱除恶臭气体H_2S

选用聚丙烯中空纤维膜接触器为吸收器,Na OH水溶液为吸收剂,考察膜吸收法对H_2S的脱除效果。结果表明:正流程、逆流方式的脱硫效果优于反流程、并流;随着液体流量和液体浓度的增加,H_2S脱除率和总传质系数随之增大,但随气体流量的增加,H_2S脱除率减小,总传质系数增大;正交实验得出吸收剂浓度0.2 mol·L~(-1)、进气流量1 L·min-1、液体流量2.2 L·min-1为较优的膜吸收参数,此条件下H_2S脱除率可达99.94%,且各因子对H_2S脱除率的影响次序为:进气流量液体流量吸收剂浓度。     

膜吸收法处理高浓度甲醛废气资源化技术研究

采用疏水性中空纤维膜接触器,以NaHSO₃为吸收液处理高浓度甲醛废气。研究了吸收液流量、吸收液温度、吸收液浓度、气体进口流量和气体进口浓度等因素对甲醛去除率和总传质系数的影响。结果表明,当吸收液流量为4.17×10^-6m³/s,吸收液温度为60℃,甲醛进气流量为3.7×10^-6m³/s,甲醛进气浓度为566 mg/m³时,甲醛出气浓度可低至2.8 mg/m³,甲醛的去除率可达99.5%,总传质系数为4.46×10^-5m/s。反应产物（ɑ-羟基磺酸钠）易分离,并可作为重要的有机合成原料或用于制备高纯甲醛而得到充分利用,NaHSO₃溶液经适当稀释后仍可作为吸收液循环使用。表明膜吸收法可基本实现高浓度甲醛废气处理的资源化。     

中空纤维膜吸收甲苯气体

采用疏水性聚偏氟乙烯(PDVF)中空纤维膜为气液接触膜,n-甲酰吗啉(NFM)水溶液为吸收剂,研究了膜吸收技术分离甲苯/空气混合气的性能。考察了进气气体浓度、气体停留时间、吸收液体积分数和吸收液流量等诸因素对分离性能的影响。研究结果表明,膜吸收技术可以有效地分离甲苯/空气混合气,甲苯去除率可达90%;提高NFM吸收液的浓度和流量可同时增加甲苯的去除效率η和总传质系数K;气体停留时间的减小导致η降低,K反而增大;进气甲苯浓度的增加导致η下降,同时降低总传质系数K。     

生物法去除厌氧发酵所产沼气中的H_2S

对厌氧发酵所产沼气中的硫化氢(H2S)生物法去除进行了实验研究。结果表明,喷淋液流量、进气H2S浓度、反应温度、进气流量和溶解氧5个因素的较优值分别为40 mL·min~(-1)、3 000 mg·L~(-1)、31℃、120 mL·min~(-1)和0.5 mg·L~(-1)。当反应温度为31℃、溶解氧浓度为0.5 mg·L~(-1)时,通过正交实验确定的因素主次顺序分别是进气流量、喷淋液流量、进气H2S浓度,相应的最佳水平值分别为60 mL·min~(-1)、60 mL·min~(-1)和1 500 mg·L~(-1)。在最优工艺条件下,该生物系统的H2S去除率稳定,可达100%。     

N-甲基二乙醇胺/哌嗪/羟乙基乙二胺三元复合溶液捕集烟气中CO2中试研究

化学吸收法是目前烟气回收CO2技术的研究热点,其中一类重要的吸收剂就是醇胺复合溶液.醇胺复合溶液具有对CO2吸收速率快、吸收容量大及再生简单的特点,成为烟气CO2吸收剂的首选.采用中试连续实验装置,以N-甲基二乙醇胺(MDEA)/哌嗪(PZ)/羟乙基乙二胺(AEEA)(摩尔比为0.70:0.15:0.15)三元复合溶液为吸收剂对烟气中CO2进行吸收处理.研究结果表明,吸收剂最佳摩尔浓度为3.0 mol/L,最佳吸收温度为40℃,最佳液气比为10 L/m3;再沸器的热负荷随着吸收温度、吸收剂浓度以及液气比的增加而增大,脱碳率随着入口烟气中CO2浓度的增加而降低.     

多层生物滤塔净化硫化氢废气研究

以木屑为填料,采用多层生物滤塔净化H2S气体,研究其适宜的工艺条件及生物降解宏观动力学.结果表明,填料分层可提高H2S去除率,当进气容积负荷＜153.2 g H2S/(m3·d)时,H2S的去除率保持在90%以上;进气浓度低于70 mg/m3,下层200mm填料对H2S总去除率的贡献在50%以上;填料含水率为50%～6...     

低浓度硫化氢废气的液相催化氧化法净化实验研究

针对H2S浓度为750~1500mg/m3的气体的液相催化氧化技术进行了动力学实验研究。配制了以铁基离子作为主催化剂的复合吸收净化溶液,同时加入稳定剂和表面活性剂提高催化剂在碱性吸收溶液的活性。分别考察了原料气中H2S、O2含量以及吸收液中催化剂离子浓度、温度等因素对吸收速率的影响;确定了较为理想的吸收操作条件并获得了较好的吸收净化效果;饱和吸收液易于再生,净化性能恢复良好,可重复使用。     

旋转填料床/柠檬酸盐法吸收-解吸SO2

提出采用旋转填料床结合柠檬酸盐法脱除烟气中SO2的方法,考察了旋转填料床转子转速、液气比、初始柠檬酸根浓度和初始pH值等因素对脱硫效率的影响。结果表明,采用超重力法超重机转子转速为1 000 r/min、液气比为7L/m3、初始柠檬酸根浓度为1.5 mol/L、吸收液的初始pH值为5.0,脱硫效率稳定在99%左右。研究了水蒸气汽提法解吸SO2时初始柠檬酸根浓度、初始pH值、SO2浓度、富液流量和水蒸气流量对解吸效率的影响,得出了影响SO2解吸率的基本规律,并进行了分析。通过实验证明该方法在技术上是可行的,具有良好的应用前景。     

氧化镁烟气脱硫反应特性研究

利用实验室规模的鼓泡式反应装置,对比了碳酸钙、氧化镁和氧化镁/硫酸镁脱硫剂的反应活性,证实脱硫液中高浓度硫酸镁的存在是保证镁法脱硫效率高于钙法的重要因素,并考察了硫酸镁浓度、脱硫剂(氧化镁)浓度、烟气量、SO2浓度和吸收液温度等因素对脱硫效率的影响。结果表明,脱硫反应可以根据pH分为2个不同阶段;反应过程中脱硫效率随着硫酸镁浓度的增加而显著升高;烟气量增加将会导致脱硫效率有所下降;入口SO2浓度升高,脱硫效率下降;氧化镁浓度、温度对脱硫效率影响不显著。结合实验现象进行推断,氧化镁脱硫的反应过程受SO2在气液两相界面的传质扩散和其水解产物在液相的扩散控制。     

Bio-SR工艺去除硫化氢气体的研究

采用Bio-SR工艺,利用铁盐吸收与氧化亚铁硫杆菌的联合作用对H2S进行脱除实验。通过改进微生物的培养条件,减少了83.9%的沉淀量,一定程度上解决了挂膜后生物填料塔易堵塞的问题,保证了填料塔的连续运行。在实验选取工况下,硫化氢脱除率可达到98.4%以上,当吸收液中Fe3+浓度为5.5～6 g/L、H2S进气浓度为1 g/m3、通气量为0.08～0.12 m3/h时效果最佳,反应器可持续高效地运行。此外,对进气浓度、通气量与硫化氢去除率之间的相关性进行了进一步研究,其结果有利于反应器及运行参数的优化设计。     

Absorption and reaction kinetics of amines and ammonia solutions with carbon dioxide in flue gas

The removal system for the absorption of CO2 with amines and NH3 is an advanced air pollution control device to reduce greenhouse gas emissions. Absorption of CO2 by amines and NH3 solutions was performed in this study to derive the reaction kinetics. The absorption of CO2 as encountered in flue gases into aqueous solutions of monoethanolamine (MEA), diethanolamine (DEA), and NH3 was carried out using a stirred vessel with a plane gas-liquid interface at 50 degrees C. Various operating parameters were tested to determine the effect of these variables on the absorption kinetics of the reactants in both gas and liquid phases and the effect of competitions between various reactants on the mass-transfer rate. The observed absorption rate increases with increasing gas-liquid concentration, solvent concentration, temperature, and gas flow rate, but changes with the O2 concentration and pH value. The absorption efficiency of MEA is better than that of NH3 and DEA, but the absorption capacity of NH3 is the best. The active energies of the MEA and NH3 with CO2 are 33.19 and 40.09 kJ/mol, respectively.     

In-situ oxidation of trichloroethene by permanganate: effects on porous medium hydraulic properties

In-situ oxidation of dense nonaqueous-phase liquids (DNAPLs) by strong oxidants such as potassium permanganate (KMnO4) has been proposed as a possible DNAPL remediation strategy. In this study, we investigated the effects of in-situ trichloroethene (TCE) oxidation by KMnO4 on porous medium hydraulic properties. In particular, we wanted to determine the overall effects of concurrent solid phase (MnO2) precipitation, gas (CO2) evolution and TCE dissolution resulting from the oxidation reaction on the porous medium's aqueous-phase relative permeability, krw. Three TCE removal experiments were conducted in a 95-cm long, 5.1-cm i.d. glass column, which was homogeneously packed with well-characterized 30/40-mesh silica sand. TCE was emplaced in the sand-pack in residual, entrapped form through a sequence of water/TCE imbibition and drainage steps. The column was then flushed under constant aqueous flux conditions for up to 104 h with either deionized water (reference experiment), deionized water containing 5 mM KMnO4 or deionized water containing 5 mM KMnO4 and 300 mM Na2HPO4. Aqueous-phase relative permeabilities were computed from measured flow rates and measurements of aqueous-phase pressure head, h obtained using pressure transducers connected to tensiometers distributed along the column length. A dual-energy gamma radiation system was used to monitor changes in fluid saturation that occurred during each experiment. In addition, column effluent samples were collected for chemical analyses. Dissolution of TCE during deionized water flushing led to an increase in krw by approximately 22% and a local reduction in h. On the other hand, vigorous CO2 gas production and precipitation of MnO2 was visually observed during flushing with deionized water that contained 5 mM KMnO4. As a consequence, krw declined by approximately 96% and h increased locally by more than 1000 cm H2O during the first 24 h of the experiment, causing sand-pack ruptures and pump failure. Conversely, less CO2 gas production and MnO2 precipitation was visually observed during flushing with deionized water that contained 5 mM KMnO4 and 300 mM Na2HPO4. Consequently, only small increases in h (< 15 cm H2O) were observed in this experiment due to a reduction in krw of approximately 53%. While we must attribute changes in h due to variations in krw to our specific experimental design (constant aqueous flux, one-dimensional flow experiments), these experiments nevertheless confirm that successful application of in situ chemical oxidation of TCE requires consideration of detrimental processes such as MnO2 precipitation and CO2 gas formation. In addition, our results indicate that utilization of a buffered oxidant solution may improve the effectiveness of in-situ oxidation of TCE by KMnO4 in otherwise weakly buffered porous media.     

Biotreatment of H2S- and NH3-containing waste gases by co-immobilized cells biofilter

Gas mixture of H2S and NH3 in this study has been the focus in the research area concerning gases generated from the animal husbandry and the anaerobic wastewater lagoons used for their treatment. A specific microflora (mixture of Thiobacillus thioparus CH11 for H2S and Nitrosomonas europaea for NH3) was immobilized with Ca-alginate and packed inside a glass column to decompose H2S and NH3. The biofilter packed with co-immobilized cells was continuously supplied with H2S and NH3 gas mixtures of various ratios, and the removal efficiency, removal kinetics, and pressure drop in the biofilter was monitored. The results showed that the efficiency remained above 95% regardless of the ratios of H2S and NH3 used. The NH3 concentration has little effect on H2S removal efficiency, however, both high NH3 and H2S concentrations significantly suppress the NH3 removal. Through product analysis, we found that controlling the inlet ratio of the H2S/NH3 could prevent the biofilter from acidification, and, therefore, enhance the operational stability. Conclusions from bioaerosol analysis and pressure drop in the biofilter suggest that the immobilized cell technique creates less environmental impact and improves pure culture operational stability. The criteria for the biofilter operation to meet the current H2S and NH3 emission standards were also established. To reach Taiwan's current ambient air standards of H2S and NH3 (0.1 and 1 ppm, respectively), the maximum inlet concentrations should not exceed 58 ppm for H2S and 164 ppm for NH3, and the residence time be kept at 72 s.     

Closed-Loop Recovery of Site Remediation Gas Phase Contaminants

A novel gas phase treatment system (contaminant absorption and recovery [CAR]) for removal and subsequent recycling of gas phase VOCs from soil vapor extraction/gas stripping systems has been developed. Gas phase removal efficiencies using a packed column contactor exceed 99 percent The VOC-laden absorption fluid is subsequently vacuum-stripped of the VOCs, allowing potential condensation into liquid solvent concentrates. Partition coefficients for trichloroethylene (TCE) in triethylene glycol (TEG) ranged to ca. 5.0 mole fraction gas/mole fraction liquid, indicating a significant capacity for removal from the gas phase. Results of pilot-scale operation indicate favorable removal efficiencies and cost-effective performance in comparison to GAC or thermal destruction processes. System mass transfer coefficient predictions were done, using a variety of mathematical models and compared to experimental results. A modified Mangers and Ponten correlation was found to describe system mass transfer coefficients well. The impact of water carry-over on TCE/TEG partitioning was found to be significant. The standard change in entholpy (ΔH°) and the standard change in volume (ΔV°) values were also calculated, and predictions of temperature and pressure on system performance were evaluated.     

Sulfur toxicity and media capacity for H2S removal in biofilters packed with a natural or a commercial granular medium

Two types of media, a natural medium (wood chips) and a commercially engineered medium, were evaluated for sulfur inhibition and capacity for removal of hydrogen sulfide (H2S). Sulfate was added artificially (40, 65, and 100 mg of S/g of medium) to test its effect on removal efficiency and the media. A humidified gas stream of 50 ppm by volume H2S was passed through the media-packed columns, and effluent readings for H2S at the outlet were measured continuously. The overall H2S baseline removal efficiencies of the column packed with natural medium remained >95% over a 2-day period even with the accumulated sulfur species. Added sulfate at a concentration high enough to saturate the biofilter moisture phase did not appear to affect the H2S removal process efficiency. The results of additional experiments with a commercial granular medium also demonstrated that the accumulation of amounts of sulfate sufficient enough to saturate the moisture phase of the medium did not have a significant effect on H2S removal. When the pH of the biofilter medium was lowered to 4, H2S removal efficiency did drop to 36%. This work suggests that sulfate mass transfer through the moisture phase to the biofilm phase does not appear to inhibit H2S removal rates in biofilters. Thus, performance degradation for odor-removing biofilters or H2S breakthrough in field applications is probably caused by other consequences of high H2S loading, such as sulfur precipitation.     

不同挂膜方式生物滴滤塔处理含H2S恶臭气体

采用菌剂挂膜,活性污泥挂膜和自然挂膜3种不同方式形成生物滴滤塔,考察挂膜方式对生物滴滤塔去除H2s恶臭气体的影响。结果表明,当进气H2S浓度为5mg／m3时,菌剂挂膜、活性污泥挂膜、自然挂膜形成的生物滴滤塔出气H2s浓度分别为15．7～17．4、11．6～14．8和15．0～15．9μg／m3;塔内压降分别为3—4mm水柱、6mm水柱和4—5mm水柱;喷淋后滤出液中硫酸根的浓度分别为14、22和17mg／L,硫的转化率分别为45％、60％和50％。当进气H2S浓度增大至7mg／m3时,3个塔经过7d的调整后,均能达到稳定状态,稳定后3个塔中出气H2s浓度和压降基本没变,喷淋后滤出液中硫酸根浓度依次增大至25、31和30mg／L左右。采用活性污泥挂膜形成的生物滴滤塔处理H2s的能力比菌剂挂膜和自然挂膜的高。