污泥生物炭对土壤中Pb和Cd的生物有效性的影响

以污泥为原料,在500 ℃缺氧条件下制备污泥生物炭,结合X射线能谱（EDS）、环境扫描电镜（SEM）和红外光谱（FTIR）等表征手段,分析添加污泥生物炭后污染土壤pH和Pb与Cd化学形态的变化来探究污泥生物炭对土壤中Pb、Cd的固定效果,并用盆栽方式评估添加污泥生物炭对小青菜生物量及体内重金属含量的影响。结果表明：添加污泥生物炭后,污染土壤的pH随平衡时间的延长显著升高;对于单一污染土壤和复合污染土壤,污泥生物炭对Pb和Cd均有较强的固定作用,而污泥生物炭在复合污染土壤中对Pb的固定效果优于在单一污染土壤中;添加污泥生物炭能提高小青菜的生物量,且能有效降低小青菜对污染土壤中Pb和Cd的吸收。     

催化湿式氧化技术处理山梨酸生产废水的研究

采用催化湿式氧化技术处理生产山梨酸过程中产生的高浓度有机废水,对催化剂组分进行优选.对反应温度、O2分压(Po2)和废水pH等工艺条件进行考察.实验结果表明:采用自制CuO-Cr2O3-La2O3/TiO2为复合催化剂处理该有机废水时表现出较好的催化活性;在190℃、Po2=2.1 MPa、pH=6.1、COD=10 030.0 mg/L时,反应90 min的COD去除率达到98.3%,而在相同条件下未加催化剂的湿式氧化的COD去除率只有60.1%.     

反胶束漆酶/纤维素酶体系中油酸酯化的优化

漆酶和纤维素酶在反胶束水核中心具有较强的催化活性。为了对反胶束酶体系中油酸酯化反应深入研究,采用生物表面活性剂鼠李糖脂构建反胶束体系作为漆酶与纤维素酶酯化油酸的催化反应场所。通过实验研究了反胶束体系的不同条件对酯化产物含量的影响。对于反胶束漆酶体系,最佳酯化条件为：含水量W0 40%,鼠李糖脂临界胶束浓度20 mmol·L-1,pH值4,温度40 ℃;对于反胶束纤维素酶体系,最佳酯化条件为：含水量20%,鼠李糖脂临界胶束浓度80 mmol·L-1,pH值4,温度30 ℃。综合考虑几个因素,漆酶比纤维素酶更适合应用于反胶束中油酸的酯化。研究同时采用荧光光谱法对漆酶和纤维素酶在反胶束体系中结构性能的变化进行研究,结果表明,当反胶束体系处于最佳酯化反应条件时,荧光强度最高。     

臭氧强化BAF工艺处理微污染窖水

采用臭氧-BAF组合工艺处理西北地区微污染窖水,使用比紫外吸收值（SUVA）、有机物分子量分布和三维荧光光谱等指标分析了臭氧预氧化对微污染窖水有机物特性的影响,研究了组合工艺对不同污染物的去除效果。结果表明：原水经臭氧预氧化后类腐殖质、类色氨酸物质含量分别下降65%、18%;水中小分子有机物含量增加,进水可生化性提高;经臭氧预氧化后BAF反应器出水类色氨酸物质含量低于未经臭氧预氧化的BAF反应器出水,臭氧预氧化起到了强化后续生物处理的作用。反应器出水CODMn、NH3-N浓度分别为2.97 mg·L-1、0.12 mg·L-1,满足生活饮用水卫生标准的要求;TOC、UV254和TN去除率分别为55%、53%和45%,水中污染物质得到有效去除。     

压力环境下活性污泥的耐盐驯化过程

通过逐步提高盐浓度的梯度盐度方法驯化耐盐活性污泥,采用加压-常压对比实验,探讨活性污泥耐盐驯化过程中,0.3 MPa的压力环境对有机物降解规律、污泥脱氢酶活性及胞外聚合物（EPS）含量的影响。结果表明,经耐盐驯化的活性污泥在5%的高盐度环境下仍可达到75%以上的有机物去除率;当驯化盐度达3.5%及以上,加压耐盐活性污泥有机物去除率及污泥脱氢酶活性均高于常压,其优势更为突出。耐盐驯化过程中活性污泥胞外聚合物（EPS）含量较稳定,加压系统EPS含量低于常压,这可能是加压活性污泥法可以实现原位污泥减量的重要原因之一。     

Contents and sources of polycyclic aromatic hydrocarbons and organochlorine pesticides in vegetable soils of Guangzhou, China

We investigated contents, distribution and possible sources of PAHs and organochlorine pesticides (Ops) in 43 surface and subsurface soils around the urban Guangzhou where variable kinds of vegetables are grown. The results indicate that the contents of PAHs (16 US EPA priority PAHs) range from 42 to 3077 microg/kg and the pollution extent is classified as a moderate level in comparison with other investigations and soil quality standards. The ratios of methylphenanthrenes to phenanthrene(MP/P), anthracene to anthracene plus phenanthrene (An/178), benz[a]anthracene to benz[a]anthracene plus chrysene (BaA/228), indeno[1,2,3-cd]pyrene to indeno[1,2,3-cd]pyrene plus benzo[ghi]perylene (In/In+BP) suggest that the sources of PAHs in the soil samples are mixed with a dominant contribution from petroleum and combustion of fossil fuel. The correlation analysis shows that the PAHs contents are significantly related to total organic carbon contents (TOC) (R2=0.75) and black carbon contents (BC) (R2=0.62) in the soil samples. Dichlorodiphenyltrichloroethane and metabolites (DDTs) and hexachlorocyclohexanes and metabolites (HCHs) account largely for the contaminants of OPs. The concentrations of DDTs range from 3.58 to 831 microg/kg and the ratios for DDT/(DDD+DDE) are higher than 2 in some soil samples, suggesting that DDT contamination still exists and may be caused by its persistence in soils and/or impurity in the pesticide dicofol. The concentrations of HCHs are 0.19-42.3 microg/kg.     

Influence of metal oxides on PCDD/Fs formation from pentachlorophenol

Chlorophenols (ClPhs) are considered as important precursors for PCDD/Fs formation. The influences of series of metal oxides including MgO, Al2O3, CaO, BaO, TiO2, V2O5, MnO2, Fe2O3, Co3O4, CuO, Ag2O, ZnO, HgO, SnO, PbO, La2O3, CeO2, and Eu2O3 on PCDD/Fs formation from pentachlorophenol (PCP) were investigated in a laboratory-scale reactor. The results indicated that most of the above metal oxides have obvious suppressing effects on the total amount of PCDD/Fs formation from precursor PCP except for CuO, ZnO, MnO2, TiO2 and Co3O4 with promotion effects at 280 degrees C for 2 h. Although MgO, Al2O3, Fe2O3, PbO, La2O3 and Eu2O3 could reduce the amount of octachlorinated dibenzo-p-dioxin (OCDD), they promote the formation of more toxic 1,2,3,4,6,7,8-HpCDD at the same time. The total suppressing efficiencies of several metal oxides including CaO, BaO, PbO, Ag2O, HgO and SnO which have lower Z/r (charge to radius ratio) <2 are all over 90%. The theories of generalized acid-base and atomic parameter (Z/r) were used to speculate the effecting mechanisms. The factors including time and temperature on suppressing efficiencies of CaO, BaO and PbO have also been studied in the present paper. The results showed that the total suppressing efficiencies of CaO, BaO and PbO increase with the increase of heated time and temperature.     

饮用水源突发性苯胺污染应急处理技术研究

分别从水样浓度、pH、反应时间、药剂投加量以及两者联用时的投加顺序等方面研究了粉末活性炭、高锰酸钾以及两者联合使用时对苯胺的去除效果.结果表明,当污染发生时,高锰酸钾和粉末活性炭联用处理技术是可行的;先投加粉末活性炭再加高锰酸钾处理比先投加高锰酸钾再投加活性炭的去除效果好;当水样pH在中性条件下,粉末活性炭和高锰酸钾联用处理技术的去除效果好;应急处理的反应时间是30 min.     

Quantitative evaluation of environmental risks of flotation tailings from hydrothermal sulfidation–flotation process

Floatation tailings (FT) are the main by-products of the hydrothermal sulfidation–flotation process. FT (FT₁ and FT₂) were obtained by treating two different neutralization sludges (NS) (NS₁ and NS₂). This paper quantitatively evaluated the environmental risks of heavy metals (Zn, Cd, Cu, Pb, and As) in FT versus NS. The total concentration and leaching rates (R ₂) of heavy metals in FT were much lower than those in NS, demonstrating that the hydrothermal sulfidation–flotation process was able to effectively suppress the mobility and leachability of heavy metals. The BCR-three sequence leaching procedure of FT confirmed that all metals were transformed into more stable forms (residue and oxidizable forms) than were found that in NS. The potential ecological risk index indicated that the overall risks caused by heavy metals decreased significantly from 6627.59 and 7229.67 (very serious risk) in NS₁ and NS₂, respectively, to 80.26 and 76.27 (low risk) in FT₁ and FT₂, respectively. According to the risk assessment code, none of the heavy metals in FT posed significant risk to the natural environment except Zn (with low risk). In general, the risk of heavy metals in FT had been well controlled.     

液体旋流分离器分离效率的研究

液体旋流分离器是水环境污染治理的主要设备之一.分离效率是衡量液体旋流分离器分离过程进行完善程度的最重要的技术指标,它能从质与量两方面反映出设备性能的优劣.当前液体旋流分离器设计过程还缺少具体量化的理论依据,为了给液体旋流分离器的设计提供理论依据,通过液体旋流分离器从水中分离固体粒子的性能实验,得出了液体旋流分离器各部结构尺寸、形状、相对比例对分离效率的不同影响程度,提出了结构参数的最佳取值范围.按照本研究提出的设计原则和方法,可以制造出性能优良的液体旋流分离器.