城市剩余污泥制备吸附剂的研究及其应用

以城市污水处理厂的剩余污泥为原料,采用化学活化法制备活性碳污泥吸附剂.通过对比不同活化剂活化效果,并对影响活化产物吸附性能的因素进行了研究.结果表明以3mol/L的ZnCl2为活化剂,活化温度为550℃,固液比为1:2.5,热解时间2h,制备的活性碳吸附剂吸附碘值为317.4mg/g,活性炭吸附剂比表面积为232.526m2/g.采用制备的活性碳吸附剂处理模拟废水COD去除效果较好.     

膨润土颗粒吸附剂的制备及废水中铅离子的处理研究

通过振荡吸附实验,研究了膨润土颗粒吸附材料的制备方法及颗粒吸附材料在含铅离子废水中的吸附特性.结果表明,颗粒化的最佳条件为:膨润土颗粒粒径2mm,焙烧温度550℃,焙烧时间1h.在温度25℃、pH值为6、Pb2+初始浓度为50mg/L、吸附剂用量为8g/L、吸附时间为60min时,吸附剂对废水中Pb2+的吸附去除率达90%以上,吸附剂对Pb2+ 的吸附符合Langmuir吸附方程.     

LDO处理垃圾渗滤液中氮的实验研究

研究了复合金属氧化物（LDO）用于处理垃圾渗滤液中氮的可行性,并与传统吸附剂粉末活性炭（PAC）进行了比较,考察了投加量、振荡速度、吸附时间、吸附温度、pH等因素对处理效果的影响。结果表明,当垃圾渗滤液中总氮浓度为561mg/L、LDO投加量为6g/L、振荡速度为170r/min、吸附时间为60min、温度为25℃、pH值为11时,LDO对总氮的吸附量最高,达到41mg/g。在相同条件下,LDO对总氮的吸附量是PAC的2.5—3.5倍。     

粉煤灰—膨润土颗粒吸附材料的制备及其处理含铅离子废水的研究

通过振荡吸附实验,研究了粉煤灰-膨润土颗粒吸附材料的制备方法及颗粒吸附材料在含铅离子废水中的吸附特性.结果表明,制备颗粒吸附剂的优化条件为:粉煤灰∶膨润土=5∶5(质量比),在600℃下焙烧2h.在温度25℃、pH值为5、Pb2+初始浓度为40mg/L、吸附剂用量为2g/L、吸附时间为1h条件下,吸附剂对废水中Pb2+的去除率可达95.27%.     

壳聚糖改性膨润土对邻苯二甲酸二乙酯的吸附研究

以膨润土为载体,壳聚糖为改性剂,制备了壳聚糖-膨润土复合吸附剂,研究了其吸附效果。实验结果表明:pH值为4~6.8,复合吸附剂用量为2.5 g,温度为25℃,吸附时间为10 min,初始浓度为20 mg/L的邻苯二甲酸二乙酯(DEP)废水去除率可达到59%。相对于原土,改性膨润土吸附效果有明显提高。     

三维电极催化氧化技术深度处理垃圾渗滤液

以“A/O-MBR”工艺生化处理后的垃圾渗滤液为研究对象,采用三维电极催化氧化技术深度处理垃圾渗滤液。实验研究了反应时间、电流密度、曝气量、反应初始pH对渗滤液深度处理效果的影响。研究结果表明,三维电极催化氧化技术深度处理垃圾渗滤液的最佳工艺参数为：反应时间60 min,电流密度15 mA/cm2,曝气量500 m L/min,初始pH=5.0。在最佳工艺参数下连续进行渗滤液废水深度处理,实验系统在进水COD均值935 mg/L的情况下,处理出水COD均值201 mg/L,系统运行稳定性较好,COD平均去除率达到78.50%。     

基于响应面优化条件下氨基化MCM-41对砷的吸附研究

本研究使用氨基改性的MCM-41(即NH2-MCM-41)介孔分子筛作为吸附剂处理水溶液中的As(Ⅲ)离子。采用中心复合设计(CCD)响应面优化实验对NH2-MCM-41吸附As(Ⅲ)的影响因素(pH、金属离子初始浓度、温度和吸附剂用量)进行优化,建立去除率与各因素之间的二次多项式模型。结果显示：pH、金属离子初始浓度、温度和吸附剂用量对吸附过程均有显著影响(P<0.05),在pH 5.62,As(Ⅲ)的初始浓度为5.00 mg/L,温度为20℃,吸附剂用量为5.00g/L的最优条件下As(Ⅲ)的去除率实测值达75.6%。     

电絮凝气浮处理城市生活垃圾渗滤液的试验研究

利用一套电絮凝气浮装置,通过室内模拟试验,研究电絮凝气浮法对城市生活垃圾渗滤液中有机物、氨氮、SS等的去除效果。通过正交实验,得到电絮凝气浮法处理渗滤液的最优方案为水流上升速度10L／h,进水COD浓度6000mg／L,电流大小7．5A。本实验为电絮凝技术的实际应用提供理论依据和技术支持。     

花生壳对Cr（Ⅵ）的等温吸附模型研究

在花生壳吸附剂量为1.0g、pH2.0、温度30℃、振荡速度140r/min、吸附时间360min条件下,实验研究了不同初始浓度（50 mg/L、75 mg/L、100 mg/L、125 mg/L、150 mg/L）的Cr（Ⅵ）溶液等温吸附曲线。研究结果表明,Langmuir等温吸附模型符合得更好;该吸附是一个优先吸附过程;最大饱和吸附量为6.25mg/g。     

罗布麻茶叶渣对水中金属离子吸附效果的研究

本文主要研究新疆特色罗布麻茶的茶叶渣对水中锰、铁、锌三种金属离子的吸附能力。通过优化吸附效率的影响因素,制备的废茶渣吸附剂,在不同的加入量、吸附时间、反应温度及模拟废水初始金属离子浓度等条件下,分析其对水中金属离子的吸附率和吸附量,建立废茶渣作为吸附剂对工业废水中金属离子进行去除的方法。结果表明,吸附剂的使用量在30 g/500 mL、吸附温度20℃、吸附时间60 min,罗布麻茶渣对实际废水中锰、铁、锌三种金属离子的吸附效率在71.6%～81.6%。通过本次研究可以发现在试验条件下对废水中三种金属离子有较好的吸附作用,作为废弃茶叶渣回收与制备的生物吸附剂产品,具有较好的应用前景。     

改性玉米秸秆吸附去除废水中四环素的研究

应用平衡吸附法,研究了不同投加量（改性玉米秸秆）、温度及pH条件下,改性玉米秸秆对水体中四环素的吸附作用,并利用等温曲线及吸附动力学方程对试验结果进行了拟合。结果表明：在吸附剂用量0．4g,温度30℃,振荡时间30min,pH值7的条件下,对水体中四环素浓度为50．136mg／L的吸附率可达93．4％。四环素废水吸附均符合Langmuir及Freundlich等温模式。但Langmuir方程拟合得较好,Elovich方程能更好地拟舍改性玉米秸秆对水体中四环素的吸附动力学曲线。     

应用反渗透技术处理垃圾填埋场渗滤液

垃圾填埋场渗滤液属于高浓度氨氮废水,其水量、水质特性变化大,成分复杂,因此较难处理。反渗透分离技术能有效截留垃圾渗滤液中溶解态的有机和无机污染物。采用三级反渗透处理垃圾渗滤液工艺处理后的出水水质,能够满足《生活垃圾填埋污染控制标准》（DB16889-2008）要求,并把渗滤液浓缩液回灌于填埋场。     

电化学氧化处理焚烧厂渗滤液膜浓缩液混凝出水的研究

为了降低城市生活垃圾焚烧厂渗滤液膜浓缩液混凝出水中的有机物浓度,采用电化学氧化对渗滤液膜浓缩液混凝出水进行了处理.同时,考察了阳极材料、电流密度、初始pH值和电解时间对有机物的去除影响,使用三维荧光光谱分析了有机物的去除特性,并通过氯离子的转化探讨了有机物的降解机理.结果 表明,钌铱(Ru-Ir/Ti)阳极对有机物的去...     

Sorption of arsenic from soil-washing leachate by surfactant-modified zeolite

Post-treatment of leachate from soil-washing remedial actions may be necessary depending on the amounts of dissolved contaminants present. Uptake of arsenic species by surfactant-modified zeolite (SMZ) from a synthetic soil leachate (pH of approximately 12 [NaOH]) was measured as a test of SMZ as a post-treatment sorbent. Batch sorption isotherms were prepared using leachate to SMZ ratios from 40:1 to 4:1, and temperatures of 25 and 15 degrees C. Equilibrium levels of dissolved and total solution arsenic were similar. At each temperature, sorption appeared to reach a plateau or maximum, then decreased at the highest solution concentration, corresponding to the lowest amount of zeolite added (2.5 g). A maximum sorption value of 72.0 mmol of arsenic per kg of SMZ (5400 mg/kg) was observed at 25 degrees C, and 42.1 mmol/kg (3150 mg/kg) at 15 degrees C. Total arsenic recoveries varied from 74 to 125%. Surfactant-modified zeolite removed up to 97% of dissolved organic carbon and decolorized the leachate solutions. Excluding the points for the highest arsenic to SMZ ratio, the sorption isotherms were well described by the linearized form of the Langmuir equation, with coefficients of determination greater than 0.90 at both temperatures. Sorption of arsenic by SMZ is attributed to anion exchange with counterions on the surfactant head groups, and/or partitioning of organic carbon-complexed arsenic into the surfactant bilayer.     

茄子秸杆活性炭对染料废水的吸附性能研究

以茄子秸秆为原料,ZnCl2为活化剂制备粉末状活性炭,主要研究了活性炭对染料废水的吸附性能;以活性红X-3B和酸性蓝RL为模型染料,考察了染料初始浓度、pH值、活性炭投加量和吸附时间等对染料脱色率的影响。结果表明,染料初始浓度和活性炭投加量对染料脱色率影响较大。初始浓度为300mg／L时,活性炭的最佳投加量分别为1g／L和1．4g／L;在最佳工艺条件下,脱色率分别在93％和98％以上,COD去除率分别为94．5％和86．4％,出水水质达到国家一级《纺织染整工业水污染物排放标准》（GB 4287—1992）。     

中温厌氧消化垃圾焚烧发电厂渗滤液的试验研究

采用逐渐提高有机负荷的半连续进料方式,研究中温(35℃左右)条件下,猪粪为接种物,厌氧消化焚烧发电厂垃圾渗滤液的消化规律。试验以5%为单位,由5%体积负荷渗滤液起开始填料,逐步提高至35%的体积负荷。试验进行的7个负荷,消化系统pH值稳定在7.2~7.8之间,碱度、氨氮浓度较高,分别在7803~17948 mg/L、673~1630 mg/L之间,为系统提供了良好的酸碱缓冲环境。低负荷时,VFA值较低,生物气中甲烷含量稳定在60%左右;高负荷时,随着渗滤液的加入,VFA值波动较大,甲烷含量也随VFA值的变化起伏波动(25%负荷时,甲烷含量出现峰值,高达75.5%)。消化系统共进料2800 mL渗滤液(即197.3 gCODCr),累计产气量83086 mL,平均每gCODCr产沼气约421.1 mL(平均gCODcr产甲烷约273.7 mL)。进水渗滤液CODCr浓度为70472 mg/L,实验结束时,消化液CODCr浓度降至3373 mg/L,CODCr去除率高达95.2%。     

Environmental fate of triasulfuron in soils amended with municipal waste compost

The amendment of soil with compost may significantly influence the mobility and persistence of pesticides and thus affect their environmental fate. Factors like adsorption, kinetics, and rate of degradation of pesticides could be altered in amended soils. The aim of this study was to determine the effects of the addition of compost made from source-separated municipal waste and green waste, on the fate of triasulfuron [(2-(2-chloroethoxy)-N-[[4-methoxy-6-methyl-1,3,5-triazin-2-yl)amino]carbonyl]benzenesulfonamide], a sulfonylurea herbicide used in postemergence treatment of cereals. Two native soils with low organic matter content were used. A series of analyses was performed to evaluate the adsorption and degradation of the herbicide in soil and in solution after the addition of compost and compost-extracted organic fractions, namely humic acids (HA), fulvic acids (FA), and hydrophobic dissolved organic matter (HoDOM). Results have shown that the adsorption of triasulfuron to soil increases in the presence of compost, and that the HA and HoDOM fractions are mainly responsible for this increase. Hydrophobic dissolved organic matter applied to the soils underwent sorption reactions with the soils, and in the sorbed state, served to increase the adsorption capacity of the soil for triasulfuron. The rate of hydrolysis of triasulfuron in solution was significantly higher at acidic pH and the presence of organic matter fractions extracted from compost also slightly increased the rate of hydrolysis. The rate of degradation in amended and nonamended soils is explained by a two-stage degradation kinetics. During the initial phase, although triasulfuron degradation was rapid with a half-life of approximately 30 d, the presence of compost and HoDOM was found to slightly reduce the rate of degradation with respect to that in nonamended soil.     

Trihalomethane reactivity of water- and sodium hydroxide-extractable organic carbon fractions from peat soils

Certain organic carbon moieties in drinking source waters of the Sacramento-San Joaquin Delta can react with chlorine during disinfection to form potentially carcinogenic and mutagenic trihalomethanes. The properties of reactive organic carbon in Delta waters, particularly those of soil origin, have been poorly understood. This study attempts to characterize trihalomethane reactivity of soil organic carbon from three representative Delta peat soils. Soil organic carbon was extracted from all three soils with either deionized H2O or 0.1 M NaOH and sequentially separated into humic acids, fulvic acids, and nonhumic substances for quantitation of trihalomethane formation potential. Water-extractable organic carbon represented only 0.4 to 0.7% of total soil organic carbon, whereas NaOH extracted 38 to 51% of total soil organic carbon. The sizes and specific trihalomethane formation potential (STHMFP) of individual organic carbon fractions differed with extractants. Fulvic acids were the largest fraction in H2O-extractable organic carbon, whereas humic acids were the largest fraction in NaOH-extractable organic carbon. Among the fractions derived from H2O-extractable carbon, fulvic acids had the greatest specific ultraviolet absorbance and STHMFP and had the majority of reactive organic carbon. Among the fractions from NaOH-extractable organic carbon, humic acids and fulvic acids had similar STHMFP and, thus, were equally reactive. Humic acids were associated with the majority of trihalomethane reactivity of NaOH-extractable organic carbon. The nonhumic substances were less reactive than either humic acids or fulvic acids regardless of extractants. Specific ultraviolet absorbance was not a good predictor of trihalomethane reactivity of organic carbon fractions separated from the soils.