稻秸秆制备微生物絮凝剂及改善污泥脱水性能的研究

采用水稻秸秆制备微生物絮凝剂,研究了微生物絮凝剂对污泥脱水性能的影响,并通过响应面分析法优化了微生物絮凝剂与聚合氯化铝（Polyaluminum chloride,PAC）复配改善污泥脱水性能的过程.结果表明,制备微生物絮凝剂的最佳条件为：800mL蒸馏水、200mL水稻秸秆酸解液、4g K₂HPO₄、2g KH₂PO₄、0.2g MgSO₄、0.1g NaCl、2g尿素,在此条件下,微生物絮凝剂产量达0.96g/L.保持原污泥pH值,当微生物絮凝剂投加量为12mg/L,干污泥量（DS）较原污泥提高了59.5%,污泥比阻（SRF）降低了53.6%,表明经微生物絮凝剂絮凝处理,污泥脱水性能显著改善.保持原污泥pH值,当PAC投加量为3g/L,干污泥量（DS）为16.4%,高于原污泥的13.2%,污泥比阻为（SRF）5.4×10¹²m/kg,低于原污泥的11.3×10¹²m/kg,说明PAC对污泥脱水性能有着明显的改善作用.响应面分析结果显示,污泥脱水最佳条件为微生物絮凝剂8.1mg/L、PAC 1.9g/L、pH值8.0,相应DS和SRF分别为24.1%和3.0×10¹²m/kg.实际污泥脱水工程中,污泥pH往往不进行调节,保持原污泥pH=6.4条件下,DS和SRF分别为23.6%和3.2×10¹²m/kg,均优于单独采用微生物絮凝剂和PAC时的污泥脱水效果.     

污泥预处理对微生物絮凝剂制备及性能的影响

试验研究了不同污泥预处理方法对微生物絮凝剂的制备及其絮凝性能的影响.结果表明,污泥经碱热预处理后释放的有机物质量最大,SCOD/TCOD可达到0.56.以碱热预处理污泥作为基质制备的微生物絮凝剂,其产量为2.3 g·L-1,高于热预处理的1.6 g·L-1,酸热预处理的0.6 g·L-1,以及未接种污泥絮凝剂的18 mg·L-1.采用响应面分析法对碱热预处理污泥制备的微生物絮凝剂与PAM复配改善污泥脱水的过程进行了优化,实验分别拟合了关于污泥比阻(SRF)和干污泥量(DS)的二次模型,决定系数(R2)分别为0.9057和0.9171,表明拟合情况良好.实验中最佳的污泥脱水条件为微生物絮凝剂投加量12.6 g·kg-1,PAM投加量1.0 g·kg-1,Ca Cl2投加量59.7 mg·L-1,p H值6.7,搅拌速度185r·min-1.在此条件下,DS和SRF分别为29.1%和2.2×1012m·kg-1,表明碱热预处理污泥制备的微生物絮凝剂与PAM的联合使用有助于改善污泥脱水性能.     

Photocatalytic degradation of Rhodamine B bymicrowave-assisted hydrothermal synthesized N-doped titanate nanotubes

Microwave-induced nitrogen-doped titanate nanotubes（NTNTs） were characterized by transmission electron microscopy（TEM）, X-ray diffraction（XRD）, X-ray photoelectron spectroscopy（XPS）, Fourier transform infrared spectroscopy（FT-IR）, Zeta potential analysis,specific surface area（SBET）, and UV-Visible spectroscopy. TEM results indicate that NTNTs retain a tubular structure with a crystalline multiwall and have a length of several hundred nanometers after nitrogen doping. XRD findings demonstrate that the crystalline structure of NTNTs was dominated by anatase, which is favored for photocatalytic application. The Ti-O-N linkage observed in the XPS N 1s spectrum is mainly responsible for narrowing the band gap and eventually enhancing the visible light photoactivity. FT-IR results demonstrated the existence of H3O＋, which could be excited by photo-generated holes to form hydroxyl radicals and degrade environmental pollutants. After sintering at 350°C, the UV-Vis absorbance edges of NTNTs significantly shift to the visible-light region, which indicates N atom doping into the nanotubes. Photocatalytic degradation of Rhodamine B（RhB） via NTNTs show good efficiency, with pseudo first-order kinetic model rate constants of 3.7 × 10-3, 2.4 × 10-3and 8.0 × 10-4sec-1at pH 3, 7, and 11, respectively.     

Removal of formaldehyde over MnxCe1-xO2 catalysts: Thermal catalytic oxidation versus ozone catalytic oxidation

MnxCe1- xO2（x： 0.3–0.9） prepared by Pechini method was used as a catalyst for the thermal catalytic oxidation of formaldehyde（HCHO）. At x = 0.3 and 0.5, most of the manganese was incorporated in the fluorite structure of Ce O2 to form a solid solution. The catalytic activity was best at x = 0.5, at which the temperature of 100% removal rate is the lowest（270°C）. The temperature for 100% removal of HCHO oxidation is reduced by approximately 40°C by loading 5 wt.% Cu Oxinto Mn0.5Ce0.5O2. With ozone catalytic oxidation, HCHO（61 ppm） in gas stream was completely oxidized by adding 506 ppm O3 over Mn0.5Ce0.5O2 catalyst with a GHSV（gas hourly space velocity） of 10,000 hr-1at 25°C. The effect of the molar ratio of O3 to HCHO was also investigated. As O3/HCHO ratio was increased from 3 to 8, the removal efficiency of HCHO was increased from 83.3% to 100%. With O3/HCHO ratio of 8, the mineralization efficiency of HCHO to CO2 was 86.1%. At 25°C, the p-type oxide semiconductor（Mn0.5Ce0.5O2） exhibited an excellent ozone decomposition efficiency of 99.2%,which significantly exceeded that of n-type oxide semiconductors such as Ti O2, which had a low ozone decomposition efficiency（9.81%）. At a GHSV of 10,000 hr-1, [O3]/[HCHO] = 3 and temperature of 25°C, a high HCHO removal efficiency（≥ 81.2%） was maintained throughout the durability test of 80 hr, indicating the long-term stability of the catalyst for HCHO removal.     

Adsorption behavior of sulfamethazine in an activated sludge process treating swine wastewater

Swine wastewater is an important pollution source of antibiotics entering the aquatic environment. In this work,the adsorption behavior of sulfamethazine(SMN),a commonlyused sulfonamide antibiotic,on activated sludge from a sequencing batch reactor treating swine wastewater was investigated. The results show that the adsorption of SMN on activated sludge was an initially rapid process and reached equilibrium after 6 hr. The removal efficiency of SMN from the water phase increased with an increasing concentration of mixed liquor suspended solids,while the adsorbed concentration of SMN decreased. Solution pH influenced both the speciation of SMN and the surface properties of activated sludge,thus significantly impacting the adsorption process. A linear partition model could give a good fit for the equilibrium concentrations of SMN at the test temperatures(i.e.,10,20 and 30°C). The partition coefficient(Kd) was determined to be 100.5 L/kg at 20°C,indicating a quite high adsorption capacity for SMN. Thermodynamic analysis revealed that SMN adsorption on activated sludge was an exothermic process. This study could help to clarify the fate and behavior of sulfonamide antibiotics in the activated sludge process and assess consequent environmental risks arising from sludge disposal as well.     

Methane and nitrous oxide fluxes from four tundra ecotopes in Ny-Ålesund of the High Arctic

During the summers of 2008 and 2009, net methane（CH4） and nitrous oxide（N2O） fluxes were investigated from 4 tundra ecotopes： normal lowland tundra（LT）, bird sanctuary tundra（BT）, the tundra in an abandoned coal mine（CT） and the tundra in scientific bases（ST） in Ny-Alesund of the High Arctic. Tundra soils in CT（184.5 ± 40.0 μg CH4/（m2·hr）） and ST（367.6 ± 92.3 μg CH4/（m2·hr）） showed high CH4 emissions due to the effects of human activities, whereas high CH4 uptake or low emission occurred in the soils of LT and BT.The lowland tundra soils（mean,-4.4-4.3 μg N2O/（m2·hr）） were weak N2 O sources and even sinks. Bird activity increased N2 O emissions from BT with the mean flux of7.9 μg N2O/（m2·hr）. The mean N2 O fluxes from CT（45.4 ± 10.2 μg N2O/（m2·hr）） and ST（78.8 ± 18.5 μg N2O/（m2·hr）） were one order of magnitude higher than those from LT and BT, indicating that human activities significantly increased N2 O emissions from tundra soils. Soil total carbon and water regime were important factors affecting CH4 fluxes from tundra soils. The N2 O fluxes showed a significant positive correlation with ammonia nitrogen（NH4＋-N） contents（r = 0.66, p 〈 0.001） at all the observation sites, indicating that ammonia nitrogen（NH4＋-N） content acted as a strong predictor for N2 O emissions from tundra soils. The CH4 and N2O fluxes did not correspond to the temperature variations of soil at 0-15 cm depths.Overall our results implied that human activities might have greater effects on soil CH4 and N2O emissions than current climate warming in Ny-Alesund, High Arctic.     

Direct radiative forcing of urban aerosols over Pretoria (25.75°S, 28.28°E) using AERONET Sunphotometer data: First scientific results and environmental impact

The present study uses the data collected from Cimel Sunphotometer of Aerosol Robotic Network（AERONET） for the period from January to December, 2012 over an urban site,Pretoria（PTR; 25.75°S, 28.28°E, 1449 m above sea level）, South Africa. We found that monthly mean aerosol optical depth（AOD, τa） exhibits two maxima that occurred in summer（February） and winter（August） having values of 0.36 ± 0.19 and 0.25 ± 0.14,respectively, high-to-moderate values in spring and thereafter, decreases from autumn with a minima in early winter（June） 0.12 ± 0.07. The Angstrom exponents（α440–870） likewise,have its peak in summer（January） 1.70 ± 0.21 and lowest in early winter（June） 1.38 ± 0.26,while the columnar water vapor（CWV） followed AOD pattern with high values（summer） at the beginning of the year（February, 2.10 ± 0.37 cm） and low values（winter） in the middle of the year（July, 0.66 ± 0.21 cm）. The volume size distribution（VSD） in the fine-mode is higher in the summer and spring seasons, whereas in the coarse mode the VSD is higher in the winter and lower in the summer due to the hygroscopic growth of aerosol particles.The single scattering albedo（SSA） ranged from 0.85 to 0.96 at 440 nm over PTR for the entire study period. The averaged aerosol radiative forcing（ARF） computed using SBDART model at the top of the atmosphere（TOA） was- 8.78 ± 3.1 W/m2, while at the surface it was- 25.69 ± 8.1 W/m2 leading to an atmospheric forcing of ＋ 16.91 ± 6.8 W/m2, indicating significant heating of the atmosphere with a mean of 0.47 K/day.     

二价铁活化过氧化钙提高剩余活性污泥的脱水性能

采用Fe²⁺活化过氧化钙（Fe²⁺/CaO₂）提高剩余污泥的脱水性能,考察初始pH值、Fe²⁺和CaO₂投加量对污泥脱水性能的影响,并进一步探究了实现污泥深度脱水的内在机制.结果表明,初始pH值为中性,Fe²⁺和CaO₂投加量（以VSS计）分别为3.31 mmol·g^-1和3.68 mmol·g^-1时,污泥的脱水效果最好,污泥比阻（SRF）和含水率（W_C）分别由20.99×10¹² m·kg^-1和86.61%降低至3.91×10¹² m·kg^-1和76.15%.Fe²⁺/CaO₂的氧化使污泥微生物细胞裂解,胞内有机物释放,胞外聚合物（EPS）降解;同时,Fe³⁺促使污泥颗粒再絮凝形成致密、多孔的絮体结构,有利于EPS结合水释放,实现污泥深度脱水.从技术和经济角度来看,Fe²⁺/CaO₂工艺经济实用,在提高剩余污泥脱水能力方面具有一定的应用前景.     

Performance and microbial response during the fast reactivation of Anammox system by hydrodynamic stress control

Anaerobic ammonium oxidation （Anammox） has become a promising method for biological nitrogen removal. However, this biotechnology application is always limited due to the low growth rate and biomass yield of Anammox bacteria. This study investigated the process of fast reactivation of an Anammox consortium idled for 2 years uia hydrodynamic stress control. The results showed that the Anammox system was efficiently and quickly reactivated by shortening of the hydraulic retention time （I-IRT） of the reactor from 12 to 6 hr within 68 days of operation. Moreover, at a 4-hr HRT with an influent total nitrogen loading rate of 1.2 kg N/（m3.day）, the reactor maintained high biological performance with an ammonium removal loading rate of 0.52 kg N/（m3.day） and a nitrite removal rate of 0.59 kg N/（m3.day）. In the reactivated Anammox reaction, the stoichiometric coefficients of NH4-N to NOE-N and NH4-N to NO4-N were 1：1.04± 0.08 and 1：0.31 ± 0.03, respectively. The specific Anammox activity and hydrazine oxidoreductase activity, both of which represent the degree of Anammox bacteria present, increased as the hydrodynamic stress increased and were maximally （125.38 ± 3.01 mg N/（g VSS.day） and 339.42 ± 6.83 μmol/（min.g VSS）, respectively） at 4-hr HRT. Microbial response analysis showed that the dominant microbial community was obviously shifted and the dominance of Anammox bacteria was enhanced durinR the hydrodynamic selection.     

Enhancing sewage sludge dewaterability by bioleaching approach with comparison to other physical and chemical conditioning methods

The sewage sludge conditioning process is critical to improve the sludge dewaterability prior to mechanical dewatering. Traditionally, sludge is conditioned by physical or chemical approaches, mostly with the addition of inorganic or organic chemicals. Here we report that bioleaching, an efficient and economical microbial method for the removal of sludge-borne heavy metals, also plays a significant role in enhancing sludge dewaterability. The effects of bioleaching and physical or chemical approaches on sludge dewaterability were compared. The conditioning result of bioleaching by Acidithiobacillus thiooxidans and Acidithiobacillus ferrooxidans on sludge dewatering was investigated and compared with the effects of hydrothermal (121℃ for 2 hr), microwave (1050 W for 50 sec), ultrasonic (250 W for 2 min), and chemical conditioning (24% ferric chloride and 68% calcium oxide; dry basis). The results show that the specific resistance to filtration (SRF) or capillary suction time (CST) of sludge is decreased by 93.1% or 74.1%, respectively, after fresh sludge is conditioned by bioleaching, which is similar to chemical conditioning treatment with ferric chloride and calcium oxide but much more effective than other conditioning approaches including hydrothermal, microwave, and ultrasonic conditioning. Furthermore, after sludge dewatering, bioleached sludge filtrate contains the lowest concentrations of chroma (18 times), COD (542 mg/L), total N (TN, 300 mg/L), NH₄⁺-N (208 mg/L), and total P (TP, 2 mg/L) while the hydrothermal process resulted in the highest concentration of chroma (660 times), COD (18,155 mg/L), TN (472 mg/L), NH₄⁺-N (381 mg/L), and TP (191 mg/L) among these selected conditioning methods. Moreover, unlike chemical conditioning, sludge bioleaching does not result in a significant reduction of organic matter, TN, and TP in the resulting dewatered sludge cake. Therefore, considering sludge dewaterability and the chemical properties of sludge filtrate and resulting dewatered sludge cakes, bioleaching has potential as an approach for improving sludge dewaterability and reducing the cost of subsequent reutilization or disposal of dewatered sludge.     

基于酸化与Fenton试剂处理的焦化污泥脱水过程及其重金属迁移研究

焦化废水污泥作为典型的危险废物,含有氰类、酚类、稠环芳烃与多环芳烃等有毒成分,严重影响人类健康与生态环境安全,焦化污泥减量化是其处理处置中重要一环.针对焦化废水污泥高有机物、高油含量特点,采用酸化+Fenton试剂进行复合调理改性,改性后污泥毛细吸水时间(Capillary Suction Time,CST)、比阻(Specific Resistance to Filtration,SRF)分别达到51.2 s和0.043×10¹³ m·kg^-1,药剂投加量通过响应表面法(Response Surface Method,RSM)进行优化,在实验室板框脱水实验中得到30%硫酸投加量为37.8 mL·L^-1,FeSO₄、H₂O₂和生石灰投加量分别为47.93、34.29和143.21 mg·g^-1DS时,脱水后泥饼含水率为55.82%,滤液pH为6.66,达到污泥深度脱水目标.采用酸化+Fenton试剂复合处理可使焦化废水污泥有效减量化,其良好的深度脱水效果能为后续的无害化处置奠定基础,并有效降低处置费用.     

不同工况蚯蚓人工湿地表层污泥处理效果

通过在传统污泥干化湿地中投加蚯蚓,研究了蚯蚓人工湿地处理污泥技术的可操作性;同时研究了不同污泥负荷48、65、80 kg·(m~2·a)~(-1)、不同蚯蚓投放密度0、0.43、0.54、0.65 kg·m~(-2)以及不同进泥频率等工况条件下,该模拟湿地装置表层污泥的脱水和稳定化效果.结果表明,通过设置入土深度为10 mm的挡板,能够提供蚯蚓在进泥期间的栖身之所,保证蚯蚓湿地的正常运行;蚯蚓的加入能够显著改善人工湿地污泥干化和稳定化的效能,使表层污泥脱氢酶活性(dehydrogenase activity,DHA)更低,含水率和VS分别下降了15%和10%左右,并且在0.65 kg·m~(-2)的蚯蚓投放密度下,蚯蚓人工湿地的稳定化效果最好.随着污泥负荷的增加以及进泥频率的降低,蚯蚓人工湿地运行效能会变差.     

高铁酸钾调理改善活性污泥脱水性能的反应机制研究

研究了高铁酸钾(K_2FeO_4)对处理活性污泥脱水性的效果,重点考察了不同pH和剂量条件下,K_2FeO_4调理对污泥过滤脱水特性和胞外聚合物(EPS)分布和组成的影响,以深入认识K_2FeO_4调理污泥的反应机制.研究表明,K_2FeO_4调理效果随pH值的降低而改善,其不仅有氧化裂解作用导致结合型EPS(BEPS)释放,同时其还原产物三价铁离子兼具混凝功效,能够通过电中和与界面吸附去除部分溶解性EPS(SEPS),同时压缩EPS结构,增强污泥絮体结构.此外,当pH值为3,K_2FeO_4投加量为0.1 g·g~(-1)(以TSS计)时,污泥过滤脱水速率和程度均达到最佳.过量投加K_2FeO_4(0.2 g·g~(-1),以TSS计)后,BEPS大量释放,污泥过滤阻力增加,脱水性能恶化.     

Fenton试剂与骨架构建体复合调理剂对污泥脱水性能的影响

将Fenton试剂与骨架构建体联用作为复合调理剂开展了污泥调理及脱水试验.结果表明,赤泥与水泥作骨架构建体调理后,污泥脱水性能和脱水液pH均优于石灰与水泥调理污泥.以污泥比阻(SRF)为评价指标,开展了Fenton反应时间、初始pH及调理剂投加量对污泥脱水性能影响的单因素试验.当Fenton反应时间为90 min,初始pH为5,水泥、赤泥、Fe²⁺和H₂O₂的投加量(以污泥干固体质量计)分别为300、300、40和32 mg·g^-1时,污泥比阻降低率可达94.25%±0.21%.在此基础上,以泥饼含水率为响应指标,利用表面响应法对调理剂投加量进行优化.结果表明,水泥、赤泥、Fe²⁺和H₂O₂的投加量分别为287、287、46和37 mg·g^-1,泥饼含水率可降至47.7%±0.8%.调理后污泥的粒径减小,比表面积增大,粘度减小,Zeta电位由负变正,说明该复合调理剂能有效地破解胞外聚合物(EPS),提高污泥脱水性能.     

Particle number concentration, size distribution and chemical composition during haze and photochemical smog episodes in Shanghai

The aerosol number concentration and size distribution as well as size-resolved particle chemical composition were measured during haze and photochemical smog episodes in Shanghai in 2009. The number of haze days accounted for 43%, of which 30% was severe （visibility 〈 2 km） and moderate （2 km 〈 visibility 〈 3 km） haze, mainly distributed in winter and spring. The mean particle number concentration was about 17,000/cm3 in haze, more than 2 times that in clean days. The greatest increase of particle number concentration was in 0.5-1μm and 1-10 μm size fractions during haze events, about 17.78 times and 8.78 times those of clean days. The largest increase of particle number concentration was within 50-100 nm and 100-200 nm fractions during photochemical smog episodes, about 5.89 times and 4.29 times those of clean days. The particle volume concentration and surface concentration in haze, photochemical smog and clean days were 102, 49, 15 μm3/cm3 and 949, 649, 206 μm2/cm3, respectively. As haze events got more severe, the number concentration of particles smaller than 50 nm decreased, but the particles of 50-200 nm and 0.5-1μm increased. The diurnal variation of particle number concentration showed a bimodal pattern in haze days. All soluble ions were increased during haze events, of which NH4, SO24- and NO3 increased great/y, followed by Na＋, IC, Ca2＋ and CI-. These ions were very different in size-resolved particles during haze and photochemical smog episodes.     

Chemical characteristics of size-resolved aerosols in winter in Beijing

Size-resolved aerosols were continuously collected by a Nano Sampler for 13 days at an urban site in Beijing during winter 2012 to measure the chemical composition of ambient aerosol particles. Data collected by the Nano Sampler and an ACSM(Aerodyne Aerosol Chemical Speciation Monitor) were compared. Between the data sets,similar trends and strong correlations were observed,demonstrating the validity of the Nano Sampler. PM10 and PM2.5concentrations during the measurement were 150.5 ± 96.0 μg/m3(mean ± standard variation)and 106.9 ± 71.6 μg/m3,respectively. The PM2.5/PM10 ratio was 0.70 ± 0.10,indicating that PM2.5dominated PM10. The aerosol size distributions showed that three size bins of 0.5–1,1–2.5 and 2.5–10 μm contributed 21.8%,23.3% and 26.0% to the total mass concentration(TMC),respectively. OM(organic matter) and SIA(secondary ionic aerosol,mainly SO42-,NO3-and NH4+) were major components of PM2.5. Secondary compounds(SIA and secondary organic carbon) accounted for half of TMC(about 49.8%) in PM2.5,and suggested that secondary aerosols significantly contributed to the serious particulate matter pollution observed in winter. Coal burning,biomass combustion,vehicle emissions and SIA were found to be the main sources of PM2.5. Mass concentrations of water-soluble ions and undetected materials,as well as their fractions in TMC,strikingly increased with deteriorating particle pollution conditions,while OM and EC(elemental carbon) exhibited different variations,with mass concentrations slightly increasing but fractions in TMC decreasing.     

Feasibility of bioleaching combined with Fenton oxidation to improve sewage sludge dewaterability

A novel joint method of bioleaching with Fenton oxidation was applied to condition sewage sludge. The specific resistance to filtration (SRF) and moisture of sludge cake (MSC) were adopted to evaluate the improvement of sludge dewaterability. After 2-day bioleaching, the sludge pH dropped to about 2.5 which satisfied the acidic condition for Fenton oxidation. Meanwhile, the SRF declined from 6.45 × 10¹⁰ to 2.07 × 10¹⁰ s²/g, and MSC decreased from 91.42% to 87.66%. The bioleached sludge was further conditioned with Fenton oxidation. From an economical point of view, the optimal dosages of H₂O₂ and Fe^2 + were 0.12 and 0.036 mol/L, respectively, and the optimal reaction time was 60 min. Under optimal conditions, SRF, volatile solids reduction, and MSC were 3.43 × 10⁸ s²/g, 36.93%, and 79.58%, respectively. The stability and settleability of sewage sludge were both improved significantly. Besides, the results indicated that bioleaching-Fenton oxidation was more efficient in dewatering the sewage sludge than traditional Fenton oxidation. The sludge conditioning mechanisms by bioleaching-Fenton oxidation might mainly include the flocculation effects and the releases of extracellular polymeric substances–bound water and intercellular water.     

Chemical and optical properties of aerosols and their interrelationship in winter in the megacity Shanghai of China

A field campaign on air quality was carried out in Shanghai in winter of 2012. The concentrations of NO, NO₂, NO_x, SO₂, CO, and PM_2.5 increased during haze formation. The average masses of SO₄^2-, NO₃^- and NH₄⁺ were 10.3, 11.7 and 6.7 μg/m³ during the haze episodes, which exceeded the average (9.2, 7.9, and 3.4 μg/m³) of these components in the non-haze days. The mean values for the aerosol scattering coefficient (b_sp), aerosol absorption coefficient (b_ap) and single scattering albedo (SSA) were 288.7, 27.7 and 0.91 Mm^-1, respectively. A bi-peak distribution was observed for the mass concentrations of CO, NO, NO₂, and NO_x. More sulfate was produced during daytime than that in the evening due to photochemical reactions. The mass concentration of NH₄⁺ achieved a small peak at noontime. NO₃^- showed lower concentrations in the afternoon and higher concentrations in the early morning. There were obvious bi-peak diurnal patterns for bsp and bap as well as SSA. bsp and bap showed a positive correlation with PM_2.5 mass concentration. (NH₄)₂SO₄, NH₄NO₃, organic mass, elemental carbon and coarse mass accounted for 21.7%, 19.3%, 31.0%, 9.3% and 12.3% of the total extinction coefficient during non-haze days, and 25.6%, 24.3%, 30.1%, 8.1% and 8.2% during hazy days. Organic matter was the largest contributor to light extinction. The contribution proportions of ammonium sulfate and ammonium nitrate to light extinction were significantly higher during the hazy time than during the non-haze days.     

磁性壳聚糖改善污泥脱水性能的研究

采用天然壳聚糖为原料,戊二醛为交联剂,Fe₃O₄为磁核制备磁性壳聚糖,以改善污泥脱水性能.考察了磁性壳聚糖投加量、污泥pH值、调理时间对磁性壳聚糖改善污泥脱水性能的影响,探讨了磁性壳聚糖的作用机理,并通过响应面法研究了磁性壳聚糖和CPAM复配处理污泥对污泥脱水性能的影响.结果表明,保持污泥pH值为6.8时,经20mg/L的磁性壳聚糖调理30min后,污泥比阻（SRF）和含水率（MC）分别由原污泥的13.8×10¹²m/kg和98.7%降低至4.8×10¹²m/kg和75.5%,说明磁性壳聚糖明显改善了污泥脱水性能.响应面实验所拟合的响应值为污泥SRF的二次模型P（Prob>F）<0.05、R²=0.98>0.90,响应值为污泥MC的二次模型P（Prob>F）<0.05、R²=0.95>0.90,表明模型显著,且实验设定变量之间的相关性较好.根据响应值的分布情况,确定污泥脱水的最佳条件为磁性壳聚糖18mg/L、CPAM26mg/L、调理时间27min,相应SRF和MC分别为3.3×10¹²m/kg和59.5%,污泥脱水效果较单独采用磁性壳聚糖或CPAM时得到了明显的提高.     

Effects of Al3+ on the microstructure and bioflocculation of anoxic sludge

The aluminum ions generated from mining aluminum,electrolytic aluminum and the industrial production of aluminum-based coagulants(such as AlCl_3 and Al_2(SO_4)_3) enter sewage treatment plants and interact with activated sludges.An anaerobic/anoxic/oxic(A~2 O) process was used to reveal the effects of Al~(3+) on the pollutant removal efficiencies,bioflocculation and the micro structure of sludge.The results showed that a low concentration of Al~(3+) improved the pollutant removal efficiencies and increased the sludge particle size.However,a high concentration of Al~(3+) hindered microbial flocculation and reduced the pollutant removal efficiencies.With a 10 mg/L Al~(3+) addition,the chemical oxygen demand(COD),total nitrogen(TN) and NH_4~+-N increased by 3%,16% and 27%,and reached as high as 68%,60% and 87%,respectively.At the same time,the dehydrogenase activity,flocculation ability(FA) and contact angle of the sludge reached their maximum levels at 41.3 mg/L/hr,45% and 79.63°,respectively.The specific surface area of the sludge decreased to 7.084 m2/g and the sludge pore size distribution shifted to concentrate in the me soporous range.Most of Al~(3+) was adsorbed on the surface of sludge,changing the physicochemical properties and physical structure of the sludge.