水浮莲干体吸附去除水中的锑(Ⅲ)

以水浮莲干体为生物吸附剂,考察不同吸附时间、初始pH、水浮莲干体量、摇床转速和反应温度等因素对废水中锑(Ⅲ)的吸附影响;同时通过FTIR、动力学模型以及等温吸附模型等对吸附机理进行研究。结果表明:Sb3+初始浓度为50 mg/L、溶液初始pH为6.8、水浮莲干体用量为1.0 g/25 mL、于(25±1)℃的恒温振荡摇床中以100 r/min振荡吸附反应120 min后,吸附率可达76.8%。水浮莲干体对Sb3+的吸附是一个快速的过程,前10 min的吸附率为52.7%,60 min达到吸附平衡;初始pH对Sb3+的吸附有显著的影响,适宜pH为6.8;在一定范围内,干体量的增加、摇床转速的增大以及温度的升高都会导致吸附率升高。结合FTIR谱图分析得出吸附为化学、物理吸附;准二级动力学模型比准一级动力学模型能更好地描述水浮莲干体对Sb3+的吸附过程;Langmuir和Freundlich吸附等温模型均适合对吸附过程进行拟合,但Lang-muir模型能更好地反映吸附特性,298 K时最大吸附量为1.394 mg/g。水浮莲干体对Sb3+有良好的吸附效果,可用于处理含锑废水,达到以废治废的目的。     

Detailed characterization of polar compounds of residual oil in contaminated soil revealed by Fourier transform ion cyclotron resonance mass spectrometry

Effects of remediation technologies on polar compounds of crude oil in contaminated soils have not been well understood when compared to hydrocarbons. In this study, ultrahigh resolution Fourier transform ion cyclotron resonance mass spectrometry (FT-ICR MS) was used to characterize the changes in NSO polar compounds of crude oil and residual oil after long-term natural attenuation, biostimulation and subsequent ozonation following biostimulation of contaminated soils. N₁ and O₁ species, which were abundant in the crude oil, were selectively biodegraded, and species with higher double bond equivalent values and smaller carbon numbers appeared to be more resistant to microbial alteration. O₂-O₆ species were enriched by biodegradation and contained a large number of compounds with a high degree of unsaturation. Ozone could react with a variety of polar compounds in residual oil after biodegradation and showed high reactivity with polar species containing aromatic or multi-aliphatic rings, including the residual N₁ and O₁ species, naphthenic acids and unsaturated O₃-O₆ compounds. Fatty acids and O₃-O₈ species dominated by saturated alkyl compounds were resistant to ozonation or the primarily incomplete ozonation products. Principal component analysis of identified peaks in the FT-ICR MS spectra provided a comprehensive overview of the complex samples at the molecular level and the results were consistent with the detailed analysis. Taken together, these results showed the high complexity of polar compounds in residual oils after biodegradation or ozonation in contaminated soil and would contribute to a better understanding of bioremediation and ozonation processes.     

粉煤灰合成NaX型分子筛的表征及其对Fe~（2＋）离子的吸附研究

以高温碱熔融处理粉煤灰合成了NaX型沸石分子筛,考察了不同水热晶化温度对产物结果的影响,用粉末XRD、XRF、SEM和FT-IR等手段对产品进行了表征,结果表明,以粉煤灰为原料用水热合成法合成微孔分子筛时,在晶化温度为90℃时能得到晶形较好的NaX型分子筛。同时考察了NaX分子筛的用量、时间和pH值等因素对Fe2＋离子的吸附影响,在25 mL Fe2＋离子浓度为2×103 mg/L的溶液中,当吸附剂用量为0.2 g,吸附时间为2 h,吸附效率达到最大值（36.41%）,而随着溶液pH值的升高其吸附效率显著增大。     

天然沸石颗粒对NH4^＋动态吸附过程中的离子交换特性研究

采用天然斜发沸石颗粒,进行了沸石吸附水溶液中NH4^＋的动态吸附实验研究。实验结果表明,沸石颗粒粒径、沸石床高度、上升流速、进水氨氮浓度、进水水质等因素对沸石颗粒吸附NH4^＋有着明显的影响,在工程实践应用时,要根据动态吸附实验结果选择合适的设计及运行参数。离子交换机理研究表明,Na^＋首先被交换出来,随着反应进行,Ca^2＋浓度逐渐增加,两者成为离子交换的主要对象。对于人工氨氮配水,整个运行期间金属阳离子液相增加量明显大于NH4^＋去除量,这与金属阳离子在固液两相间的再分配作用有关;对于厌氧工艺出水,在吸附初期,NH4^＋去除量大于金属阳离子液相增加量,随着反应进行,两者逐渐持平。     

基于ASM2的快速易生物降解COD组分表征方法构建

基于活性污泥2号模型（ASM2）对快速易生物降解组分（SS）进一步划分为可发酵的易生物降解有机物（SF）和发酵产物（SA）,本研究提出了一套科学的表征方法。该方法涉及SS与XS（慢速可生物降解组分）的好氧呼吸测量同时表征、SA组分的离子色谱测定以及物料衡算。应用这套方法对重庆市某2个城市污水厂隔栅井出水水样平行进行了4组实验,各种组分测量值序列的CV值在2.09%～6.18%之间。     

天然沸石颗粒对NH4+动态吸附过程中的离子交换特性研究

采用天然斜发沸石颗粒,进行了沸石吸附水溶液中NH4+的动态吸附实验研究.实验结果表明,沸石颗粒粒径、沸石床高度、上升流速、进水氨氮浓度、进水水质等因素对沸石颗粒吸附NH4+有着明显的影响,在工程实践应用时,要根据动态吸附实验结果选择合适的设计及运行参数.离子交换机理研究表明,Na+首先被交换出来,随着反应进行,Ca2+...     

腐熟污泥对废水中Cd(Ⅱ)与Zn(Ⅱ)的吸附性能研究

利用腐熟污泥作为一种重金属吸附剂,考察其对水中重金属锌和镉的吸附过程.实验数据的拟合采用了Pseudo-first Order-和Pseudo-second Order 2种动力学模型以及Langmuir和Freundlich 2种吸附等温线模型;拟合结果表明,腐熟污泥对锌与镉的吸附过程符合Pseudo-second ...     

巯基功能化13X分子筛对Pb(Ⅱ)的吸附

用3-巯丙基三甲氧基硅烷（MPTMS）对13X分子筛表面进行修饰,采用XRD和FT—JR测试方法对功能化前后的分子筛结构进行表征,结果表明,功能化后分子筛在保持原有结构同时表面还接枝了对Ph^2＋离子有吸附能力的巯基基团。吸附实验表明,巯基功能化分子筛对水中Ph^2＋离子比原分子筛具有更强的吸附去除效果,饱和吸附容量和去除率提高近一倍。SH-13X对Ph^2＋离子的等温吸附符合Langmuir模型,最大吸附容量为47．01mg／g,吸附强度b为2．26。动力学分析表明SH-13X对Ph^2＋离子的吸附过程更符合准二级动力学模型,而且粒内扩散不是该吸附过程的主要吸附机制。溶液中的Ph“与嫁接在分子筛表面及孔口位置的-SH功能团形成配位络合物而去除。     

新型环保型自来水絮凝剂的研制及应用

根据“有机-无机”絮凝剂相复合协同增效的原则,研制出一种高效的复合环保型自来水絮凝剂,使其处理效果与传统絮凝剂比较,浊度下降0．65％,药剂成本下降9．29％,出水铝离子浓度比传统下降77．3％,无论从产品的性价比还是从环境友好等方面均明显优于传统的自来水絮凝剂,具有明显的经济与环境效益。     

Compressive strength and resistance to chloride ion penetration and carbonation of recycled aggregate concrete with varying amount of fly ash and fine recycled aggregate

Construction and demolition waste has been dramatically increased in the last decade, and social and environmental concerns on the recycling have consequently been increased. Recent technology has greatly improved the recycling process for waste concrete. This study investigates the fundamental characteristics of concrete using recycled concrete aggregate (RCA) for its application to structural concrete members. The specimens used 100% coarse RCA, various replacement levels of natural aggregate with fine RCA, and several levels of fly ash addition. Compressive strength of mortar and concrete which used RCA gradually decreased as the amount of the recycled materials increased. Regardless of curing conditions and fly ash addition, the 28 days strength of the recycled aggregate concrete was greater than the design strength, 40 MPa, with a complete replacement of coarse aggregate and a replacement level of natural fine aggregate by fine RCA up to 60%. The recycled aggregate concrete achieved sufficient resistance to the chloride ion penetration. The measured carbonation depth did not indicate a clear relationship to the fine RCA replacement ratio but the recycled aggregate concrete could also attain adequate carbonation resistance. Based on the results from the experimental investigations, it is believed that the recycled aggregate concrete can be successfully applied to structural concrete members.