静态旋流强化湿法烟气脱硫研究进展

静态旋流作为湿法烟气脱硫中一种强化传质的方式,对其发展现状与趋势展开研究。分析了旋流吸收器的内部气相速度场以及强化传质的过程原理,综合比较了各类气液接触的脱硫方式、脱硫剂的特征,确定了在运行范围内脱硫剂浓度、气液流速、SO₂浓度等操作参数对于脱硫效率η和气相总体积传质系数K_ga的影响及其机理,剖析了利用传质理论进行旋流吸收的研究及发展,介绍了旋流脱硫的工业应用。结果表明:静态旋流有助于脱硫传质过程的强化,在工况范围内,吸收液浓度、气液流速的增加,提高了η和K_ga,但随着SO₂浓度的增加,η及K_ga略有下降,分别最高下降7.1%和0.75 s-1,总工况范围内η和K_ga分别为68.58%~97.63%和5.08~8.46 s-1。研究结果可对基于旋流强化的工业烟气脱硫提供参考。     

Aerosol optical properties under different pollution levels in the Pearl River Delta (PRD) region of China

To clarify the aerosol hygroscopic growth and optical properties of the Pearl River Delta(PRD)region,integrated observations were conducted in Heshan City of Guangdong Province from October 19 to November 17,2014.The concentrations and chemical compositions of PM_(2.5),aerosol optical properties and meteorological parameters were measured.The mean value of PM_(2.5) increased from less than 35(excellent) to 35-75 μg/m~3(good) and then to greater than 75 μg/m~3(pollution),corresponding to mean PM_(2.5) values of 24.9,51.2,and 93.3 μg/m~3,respectively.The aerosol scattering hygroscopic growth factor(f(RH = 80%)) values were 2.0,2.12,and 2.18 for the excellent,good,and pollution levels,respectively.The atmospheric extinction coefficient(σext)and the absorption coefficient of aerosols(σ_(ap)) increased,and the single scattering albedo(SSA)decreased from the excellent to the pollution levels.For different air mass sources,under excellent and good levels,the land air mass from northern Heshan had lower f(RH) and σ_(sp) values.In addition,the mixed aerosol from the sea and coastal cities had lower f(RH) and showed that the local sources of coastal cities have higher scattering characteristics in pollution periods.     

Phosphate recovery with granular acid-activated neutralized red mud: Fixed-bed column performance and breakthrough curve modelling

Granular acid-activated neutralized red mud (AaN-RM) has been successfully prepared with good chemical stability and physical strength. However, its potential for industrial application remains unknown. Therefore, the performance of granular AaN-RM for phosphate recovery in a fixed-bed column was investigated. The results demonstrated that the phosphate adsorption performance of granular AaN-RM in a fixed-bed column was affected by various operational parameters, such as the bed depth, flow rate, initial solution pH and initial phosphate concentration. With the optimal empty-bed contact time (EBCT) of 24.27 min, the number of processed bed volumes and the phosphate adsorption capacity reached 496.95 and 84.80 mg/g, respectively. Then, the saturated fixed-bed column could be effectively regenerated with a 0.5 mol/L HCl solution. The desorption efficiency remained as high as 83.45% with a low weight loss of 3.57% in the fifth regeneration cycle. In addition, breakthrough curve modelling showed that a 5-9-1 feed-forward artificial neural network (ANN) could be effectively applied for the optimization of the fixed-bed adsorption system; the coefficient of determination (R²) and the root mean square error (RMSE) evaluated on the validation-testing data were 0.9987 and 0.0183, respectively. Therefore, granular AaN-RM fixed-bed adsorption exhibits promising potential for phosphate removal and recovery from polluted water.     

Performance of different macrophytes in the decontamination of and electricity generation from swine wastewater via an integrated constructed wetland-microbial fuel cell process

Plants constitute a major element of constructed wetlands(CWs).In this study,a coupled system comprising an integrated vertical flow CW(IVCW) and a microbial fuel cell(MFC) for swine wastewater tre atment was developed to research the effects of macrophytes commonly employed in CWs,Canna indica,Acorus calamus,and Ipomoea aquatica,on decontamination and electricity production in the system.Because of the different root types and amounts of oxygen released by the roots,the rates of chemical oxygen demand(COD) and ammonium nitrogen(NH_4~+-N) removal from the swine wastewater differed as well.In the unplanted,Canna indica,Acorus calamus,and Ipomoea aquatica systems,the COD removal rates were 80.20%,88.07%,84.70%,and 82.20%,respectively,and the NH_4~+-N removal rates were 49.96%,75.02%,70.25%,and 68.47%,respectively.The decontamination capability of the Canna indica system was better than those of the other systems.The average output voltages were 520±42,715±20,660±27,and 752±26 mV for the unplanted,Canna indica,Acorus calamus,and Ipomoea aquatica systems,respectively,and the maximum power densities were 0.2230,0.4136,0.3614,and0.4964 W/m~3,respectively.Ipomoea aquatica had the largest effect on bioelectricity generation promotion.In addition,electrochemically active bacteria,Geobacter and Desulfuromonas,were detected in the anodic biofilm by high-throughput sequencing analysis,and Comamonas(Proteobacteria),which is widely found in MFCs,was also detected in the anodic biofilm.These results confirmed the important role of plants in IVCW-MFCs.     

底泥原位洗脱过程中氮磷含量与形态变化特征

随着城市化进程的不断推进,城市河流底泥中内源氮磷污染问题日益突出.为研究原位洗脱技术对污染底泥中氮、磷物质和成分的作用效果,以北京市凉水河作为研究对象,分别比较了现场试验洗脱与对照组0~30 cm分层底泥以及实验室模拟洗脱处理前后0~10 cm底泥中pH、E_h（氧化还原电位）、容重、含水率、OM（有机质）、TN、TP和氮、磷形态分布的变化特征.结果表明:①现场洗脱对0~5 cm厚度底泥的处理和模拟洗脱处理均对底泥中pH、E_h、含水率的改变以及其中TN、TP的去除效果表现显著,其中,现场试验洗脱组0~5 cm范围底泥中w（TN）、w（TP）分别较对照组降低了66.4%±17.4%、40.8%±24.4%,模拟洗脱处理对底泥中OM、TN、TP的去除率分别达70.1%±4.8%、66.8%±2.0%、43.1%±3.1%.②原位洗脱技术对底泥中TN的去除主要通过对PON（颗粒态有机氮）的去除来实现,现场和模拟试验过程中PON对TN去除的贡献率分别达55.0%和73.6%.③原位洗脱对底泥中TP的去除主要通过对Al-P（铝结合态磷）、OP（有机磷）的去除来实现,现场和模拟试验中Al-P、OP对TP去除的贡献率分别达37.0%、66.2%和31.3%、43.7%.研究显示,原位洗脱技术可有效去除城市河流底泥处理层中的氮磷物质,并以有机氮、磷物质的去除为主.      

微生物菌剂对堆肥功能微生物重构的影响

堆肥产品不仅可以作为有机肥或土壤改良剂,还可以在包气带土层防护地下水污染的过程中起到微生物载体的作用.在堆肥中接种菌剂能够加速堆肥进程,促进堆肥材料的腐熟,但是也有研究认为接种剂与堆肥土著微生物的竞争会导致菌剂无法发挥作用.为了阐明菌剂与土著微生物之间的相互作用,采用宏蛋白质组学方法,分析餐厨垃圾堆肥接菌组（木质纤维素混合菌剂）和对照组（未接菌）中功能微生物群落和碳水化合物代谢途径的变化.结果表明:接菌组中假单胞菌目（Pseudomonadales）和散囊菌纲（Eurotiomycetes）菌群的相对丰度比对照组分别提高了12.5%和22.0%,成为优势细菌和真菌,二者在碳水化合物代谢活性上也成为优势菌群.菌剂主要是由芽孢杆菌目（Bacillales）和散囊菌纲的曲霉（Aspergillus）组成,曲霉因具有堆肥系统所需的木质纤维素分解能力而成为优势真菌,而菌剂中的芽孢杆菌虽然数量较多,但是缺乏堆肥系统所需的功能而无法成为优势细菌.餐厨垃圾中易降解物质分解过程中产生的有机酸会导致酸性环境,对照组中能够适应酸性环境的芽孢杆菌目和酵母菌纲（Saccharomycetes）是优势群落,添加菌剂后,堆肥系统中土著的假单胞菌目和散囊菌纲具有较高的碳水化合物代谢活性和多种有机酸转化通路,因此在与菌剂中的芽孢杆菌目和土著的芽孢杆菌及酵母菌的竞争中成为优势菌群.研究显示,外源菌剂与土著微生物之间以及各土著微生物之间都会发生竞争作用,能否成为优势菌群取决于是否适应堆肥底物新陈代谢的变化,因此只要选择好菌剂的功能和接种时机,菌剂就能够发挥原有的作用.      

关于在长江经济带布局以水质改善为目标的流域生态缓冲体系的思考

生态缓冲带能够有效减缓流域内的人类活动或自然过程对水环境和水生态系统的影响.在长江经济带构建流域生态缓冲体系,对长江生态保护修复具有十分重要的意义.讨论了构建流域生态缓冲体系涉及的生态缓冲带位置选择、缓冲体系所占最低面积比率、宽度划定等一些基本的原则要求;利用卫星遥感影像数据,提取各汇水单元的地形特征、土地利用类型特征、土壤类型、土壤侵蚀强度、水文水系等数据,对长江经济带流域生态缓冲体系进行布局.结果表明:①长江经济带内林草地是主要土地利用类型,占区域总面积的62.46%,但是分布很不均匀,主要集中在西部高地和中下游的丘陵地带,在人口密集、农田密集的区域分布偏少;城镇用地主要集中在长江中下游地区.②土壤类型空间差异显著,浙江省、江苏省、湖南省、江西省及安徽省大部分区域的土壤多是黏性比较大,污染物迁移能力较低;而污染物迁移能力较强的砂质土或者土层较薄的山地草甸土主要分布在四川省北部、西北部.水力侵蚀、风力侵蚀和冻融侵蚀均有分布,且以水力侵蚀为主,建议在中度及以上侵蚀强度区域尽量减少污染源,重点布置缓冲带,增加该区域的缓冲力度.③长江经济带范围内可以利用的中小型湿地、小型河流支浜的面积至少有1.4×104 km2,再结合林草缓冲带,就可以形成一个生态缓冲体系.④在土地利用类型分布结果基础上,叠加土壤侵蚀强度和水系分布,将污染源区、中度及以上侵蚀强度区、水体区作为缓冲对象,建立缓冲体系的重点区域,总面积约14.26×104 km2,占长江经济带总面积的6.95%.对照欧美地区的研究,6.95%的缓冲体系面积占比是偏低的,需要在长江经济带开展深入研究来确定适宜的缓冲体系面积比,推进长江经济带流域生态缓冲体系的构建.      

洪泽湖不同入湖河流沉积物磷形态特征及生物有效性

为揭示洪泽湖入湖河流沉积物磷形态空间差异性及影响因素,分析了洪泽湖自西北向西南7条入湖河流65个表层沉积物中不同磷（P）形态,并探讨了磷形态空间赋存特征的影响因素及环境意义.研究表明：沉积物总磷（TP）含量为488.90mg/kg~960.22mg/kg,无机磷（Pi）为主要形态,相对含量为65.81%~76.16%.西部入湖流域沉积物有机磷（Po）以非活性有机磷（NLOP）为主,汴河最高,相对含量约占Po的50.41%,生物有效态无机磷（BAP）相对含量最高,占Pi的66.84%,污染程度最高;西南和西北入湖流域Po则以中活性有机磷（MLOP）为主,Pi以钙结合态无机磷（HCl-Pi）为主.西北入湖流域由于受当地地质背景的影响,HCl-Pi所占Pi相对含量最高（43.02%）,从而减缓了磷的移动能力,污染程度最低.随着沉积物污染程度的增加,生物有效态Po含量增加,但所占Po相对含量降低;HCl-Pi含量增加,所占Pi相对含量降低,这一现象和我国其它典型地区沉积物磷形态空间分布类似.西部和西南入湖流域主要受水土流失、有机面源污染及藻类生长的影响,有机质环境较高,水交换能力弱,可被有机质降解的Po组分高于可被矿化的Po组分,大部分难降解Po组分易沉积,导致西部和西南入湖流域较高的BAP和NLOP含量,富营养化程度较高.沉积物OM是各形态磷之间相互转化的关键因素,和沉积物内源磷地球生物化学循环密切相关.洪泽湖入湖流域沉积物磷形态空间差异性主要由农业面源污染物的输入而导致内源磷负荷加剧.洪泽湖西部和西南入湖流域应重点控制农田水土流失及养殖业面源污染,建设滨岸修复带,遵循少量多次增施有机肥原则,减少农用地水土流失.健全农村养殖业废水废渣处理;划定科学养殖区;提倡铜围网箱,增加水体交换率.而对于洪泽湖西北入湖流域则应重点防止过度城镇化带来的水土流失及对生态功能保护区过高的污染负荷.     

秸秆还田方式对东北农田土壤NH3挥发和N2O排放的影响

秸秆还田是有效利用资源、增加土壤有机质含量和培肥地力的有效措施,但也会影响土壤NH₃挥发和N₂O的排放.探索不同秸秆还田方式对NH₃挥发和N₂O排放的影响对于减少土壤氮素损失和保护生态环境具有重要意义.采用田间小区试验,利用Los Gatos Research（LGR）超便携NH₃分析仪和密闭式静态箱-气相色谱法探究不同秸秆还田方式下土壤NH₃挥发和N₂O排放的特征,试验设4个处理（覆盖还田,即表面覆盖玉米秸秆,0~20和20~40 cm土壤分层扰动后填回,记为JG0-0;常规还田,即秸秆与0~20 cm土壤混合,20~40 cm土壤扰动后填回,记为JG0-20;深还田,秸秆与20~40 cm土壤混合,0~20 cm土壤挖出后填回,记为JG20-40;对照处理,即无玉米秸秆还田,0~20和20~40 cm土壤分层扰动后填回,记为CK）.结果表明:①相比于CK,不同秸秆还田方式均显著降低了土壤NH₃挥发量,增加了土壤N₂O排放量.与CK相比,JG0-0、JG0-20和JG20-40处理下土壤NH₃累积排放量分别减少了12.38%、9.87%和5.73%;土壤N₂O累积排放量分别增加了30.19%、82.82%和36.53%,其中JG0-0和JG20-40处理之间无显著性差异.②JG20-40处理下玉米产量显著高于其他处理,比CK增加了23.15%,JG0-0处理下玉米产量高于CK和JG0-20处理,但并未达到显著水平.③对于NH₃和N₂O这两种气体的总累积排放量,各处理间均达到显著性差异.与CK相比,JG0-0、JG0-20和JG20-40处理下NH₃和N₂O总累积排放量分别增加了16.67%、52.08%和22.92%.④不同秸秆还田方式下的氮素气态损失率均高于CK,JG0-0、JG0-20和JG20-40处理下氮素气态损失率分别比CK增加了17.50%、52.50%和22.50%.因此,综合考虑土壤NH₃挥发量、N₂O排放量和玉米产量等因素,JG0-0处理优于JG20-40、JG0-20处理.