阳离子聚丙烯酰胺絮凝剂的制备及其絮凝性能

研究了丙烯酰胺（AM）与丙烯酰氧乙基三甲皋氯化铵共聚反应制备阳离子聚丙烯酰胺絮凝剂的工艺。实验结果表明,最佳聚合条件：pH6．0、（NH4）2S2O8和CH3NaO3S·2H2O总质量分数0．0125％、（NH4）：S2O8与CH3NaO3S·2H2O质量比1．0、偶氮类化合物质量分数0．0125％、单体质量分数（AM和阳离子单体总质量占整个反应体系的质量分数）35％、阳离子度（阳离子单体占AM和阳离子单体之和的质量分数）30％、反应温度25℃。在最佳条件下,所得阳离子聚丙烯酰胺絮凝剂的特性黏数为13．8535dl／g,在其加入量为0．027％的条件下处理污泥,上层清液透光率达99．6％,污泥脱水率达90．5％。并用红外光谱对阳离子聚丙烯酰胺的结构进行了表征。     

新型聚硅氯化铁铝絮凝剂的制备及性能

以二甲基二氯硅烷为硅源,与氯化铁、氯化铝聚合制得新型的聚硅氯化铁铝（PSFAC）絮凝剂,考察了制备条件及PSFAC对含油废水和药厂废水的絮凝效果。制备PSFAC的最佳条件：nFc：nAl为0．4,nSi：n（Al＋Fe）为0．1,碱化度为2．0,C（Al,Fe）、为0．1mol／L,熟化时间为1-2d。当PSFAC加入量为10mg／L时,对含油废水、药厂废水的浊度去除率分别为84％和86％。PSFAC具有加入量少、沉降速度快、适用的pH范围较宽等优点。     

阳离子淀粉-丙烯酰胺接枝共聚物絮凝剂的制备及其絮凝性能

研究了阳离子淀粉与丙烯酰胺接枝共聚反应制备阳离子型絮凝剂的工艺,并用硅藻土悬浊液及实际水样对产物的絮凝性能进行了考察。其最佳合成条件：阳离子淀粉与丙烯酰胺的质量比为1：4,引发剂加入量为丙烯酰胺质量的0．1％,反应温度50℃,反应时间3h。絮凝效果实验中,接枝共聚物絮凝剂的最佳加入量为4mg／L。与阳离子淀粉和阳离子聚丙烯酰胺絮凝剂相比,接枝共聚物絮凝剂对渭河水及造纸网下白水的絮凝效果更好。     

改性累托石复合絮凝剂处理油漆废水

采用改性累托石-天然高分子多糖复合絮凝剂处理油漆废水。在改性累托石质量浓度为80mg／L、天然高分于多糖质造浓度为4mg／L的条件下,COD、悬浮固体和色度的去除率分别较传统絮凝剂三氯化铝和聚丙烯酰胺提高了43．1％,6．4％,22．6％和19．1％,3．4％,21．8％;吨废水药剂成本分别下降了16．9％和30．7％,处理后的油漆废水均达到国家二级污水排放标准。     

污泥活性炭的制备及其对溶液中Cr6+的吸附

以城市污水厂剩余污泥为原料,采用ZnCl2作活化剂,热解制备污泥活性炭。实验结果表明,制备污泥活性炭的最佳条件热解温度为550℃,ZnCl2溶液浓度为3mol／L,ZnCl2溶液体积与污泥质量比（mL／g）为2．5：1,热解时间为25min。用所制备的污泥活性炭吸附溶液中的Cr6＋最佳吸附条件为：吸附时间90min,Cr6＋初始质量浓度50mg／L,污泥活性炭加入量0．2g,溶液pH2,在此条件下,Cr6＋去除率达99．9％。污泥活性炭对溶液中Cr6＋的吸附等温线属于I型,等温吸附方程可用Langmuir模型和Freundlich模型来拟合。     

全白土催化剂生产废水的处理

用4种无机絮凝剂和3种有机絮凝剂进行了脱除全白土催化剂生产废水（简称废水）中固体悬浮物（SS）的实验研究。实验结果表明：在废水pH6．8条件下,无机絮凝剂和有机絮凝剂脱除废水中SS的效果均较差,用无机絮凝剂时的SS去除率低于26％,用有机絮凝剂时的SS去除率低于18％;废水pH对SS去除率的影响较大,当调节废水pH为8．0时,无机絮凝剂中硫酸铝脱除废水中的SS效果最好,在硫酸铝加入量为0．02mg／L、沉降时间为2h的最佳操作条件下,SS的去除率可达93％。     

用污水处理厂脱水污泥制备含炭吸附剂

以污水处理厂脱水污泥为原料,分别采用炭化法、物理活化法和化学活化法制备了含炭吸附剂。采用化学活化法制备的含炭吸附剂性能最好,热解温度为450℃时,含炭吸附剂的碘吸附值为313．9mg／g,吸附剂收率为64．36％。采用ZnCl2为活化剂,所制备的含炭吸附剂的性能优于H2SO4,KOH,H3PO4作为活化剂。经正交实验得出的最佳实验条件为：ZnCl2浓度3mol／L,干污泥与活化剂溶液质量比1：4．0,热解温度450℃,热解时间1．5h。制备含炭吸附剂的干污泥粒径以0．6～0．9mm为宜。组合活化剂的效果好于ZnCl2溶液,最佳的组合活化剂为ZnCl2＋H2SO4（体积比为3：1）。含炭吸附剂的孔径分布较宽,微孔所占比例较小,以中孔为主,比表面积较小。     

国产絮凝剂用于炼油厂油泥脱水处理的研究

本文介绍了国产絮凝剂代替日本絮凝剂对炼油厂混合油泥的离心脱水处理,效果良好。滤饼含水率为78.7％,污泥回收率达99.3％。其脱水效率高,处理成本低。此外,文中还对影响污泥脱水的主要因素进行了探讨。     

改性累托石吸附处理含镉废水

采用硫酸和高分子絮凝剂聚二甲基二烯丙基氯化铵对累托石进行改性,考察了改性累托石吸附处理模拟含镉废水的影响因素.实验结果表明,在废水质量浓度为50 mg/L、废水pH为6.0、改性累托石加入量为1.2g/L、吸附时间为90 min、废水温度为25℃的条件下,改性累托石对镉的去除率可达98.00%以上,改性累托石对镉的吸附符合Langmuir模型.     

新型铝硅复合絮凝剂的制备及其絮凝性能研究

以高稳定性的有机硅(TEOS)代替聚硅酸(HS)加入到聚合铝(PAC)中,初步制备了一种新型铝硅复合絮凝剂(TEOS—PAC)。研究了制备过程中的滴碱速度、Si与Al摩尔比和碱化度等因素对该复合絮凝剂絮凝性能的影响,对比了TEOS—PAC与HS—PAC的絮凝效果。研究结果表明,制备TEOS—PAC时滴碱速度要控制适当(流量刻度定位40);随着Si与A1摩尔比的提高,TEOS—PAC复合絮凝剂的絮凝性能明显增强,最佳Si与A1摩尔比为0．2,最佳碱化度为2．5;在相同条件下,TEOS—PAC的最佳投药量低于HS—PAC,且TEOS—PAC在絮凝过程中形成的絮体沉降性能优于HS—PAC形成的絮体。     

改性核桃壳对Cr(Ⅵ)的吸附

采用甲醛-硫酸改性法制备改性核桃壳吸附剂,利用静态吸附法研究了改性核桃壳对模拟废水中低浓度Cr(Ⅵ)的吸附性能,并采用SEM和FTIR技术对改性前后的核桃壳进行表征。表征结果显示,改性后的核桃壳表面更粗糙,孔隙轮廓更清晰,更有利于对Cr(Ⅵ)的吸附。实验结果表明:在初始Cr(Ⅵ)质量浓度为20 mg/L、初始废水p H为1、吸附温度为30℃、吸附时间为100 min、改性核桃壳加入量为24 g/L的条件下,改性核桃壳对Cr(Ⅵ)的去除率为98.4%,高于在相同条件下未改性核桃壳对Cr(Ⅵ)的去除率(93.1%);改性核桃壳对Cr(Ⅵ)的吸附更符合Freundlich等温吸附方程,对Cr(Ⅵ)的吸附行为满足拟二级动力学方程。     

钛铁矿造孔核桃壳基活性炭的制备及其吸附性能

以核桃壳为原料,钛铁矿为造孔剂,制备钛铁矿造孔核桃壳基活性炭。实验结果表明：在氯化锌浓度为3mol/L、碳化时间为40min、碳化温度为400℃、钛铁矿加入量为5%的条件下,制得的钛铁矿造孔核桃壳基活性炭对苯酚、碱性品红、Pb²⁺的吸附量分别达到了156.80,181.35,35.84mg/g,比核桃壳活性炭分别提高了25.84%,18.59%,19.10%;钛铁矿作为造孔剂制备活性炭,可以降低碳化温度和缩短碳化时间,且对活性炭中孔的形成起促进作用,有利于对大分子物质和重金属的吸附去除。     

花生壳活性炭吸附溶液中的铀

以农林废弃物花生壳为原料、氢氧化钾为活化剂、微波为热源,制备了花生壳活性炭。以花生壳活性炭为吸附剂吸附溶液中的U(VI),考察了初始U(VI)质量浓度、活性炭加入量、溶液pH、吸附时间对U(VI)去除效果的影响。实验结果表明,在溶液中初始U(VI)质量浓度为30mg/L、活性炭加入量为0.5g/L、溶液pH为5.5、吸附时间为150min的较佳条件下,活性炭对U(VI)的吸附量为56.37mg/g,U(VI)去除率为93.94％。     

黑白显像管玻壳铅尘中铅的提取方法

研究了黑白显像玻壳生产中产生的含铅粉尘的水溶性,酸溶性,浸出毒性和铅的存在形态,提出了用盐酸循环浸铅,冷析ＰｂＣｌ２的提铅方法,考察了浸取剂及浓度,浸取温度,浸取时间对铅浸出率的影响,为充分利用铅资源及实现铅尘无害化提供了依据。     

烟气脱硫吸收塔总体结构计算方法

研究了火电厂烟气脱硫吸收塔总体结构,分析了吸收塔各种荷载对结构计算的影响,运用国内有关标准规范计算吸收塔壳体厚度,为脱硫行业吸收塔的总体结构计算提供参考。     

炭化核桃壳对废水中Cr（Ⅵ）的吸附

制备了炭化核桃壳,采用SEM,EDX,FTIR等方法对炭化核桃壳进行了表征,研究了炭化核桃壳对废水中Cr（Ⅵ）的吸附效果。表征结果显示,炭化后的核桃壳为片状结构,且形成了大量的微孔,微孔数量的增加使得核桃壳的比表面积明显增大。实验结果表明,炭化核桃壳吸附处理含Cr（Ⅵ）废水的最佳工艺条件为：初始废水pH 2.0、炭化核桃壳加入量16 g/L、吸附温度25 ℃、转速150 r/min、吸附时间180 min,在此最佳工艺条件下吸附处理Cr（Ⅵ）质量浓度为20 mg/L废水,Cr（Ⅵ）去除率高达98.7%,最大吸附量为8.731 mg/g。Langmuir吸附等温模型可更好地描述炭化核桃壳对Cr（Ⅵ）的吸附过程,吸附属于单分子层吸附。拟二级动力学方程能更好地描述炭化核桃壳对Cr（Ⅵ）的吸附行为,此吸附过程以化学吸附为主控步骤。     

Autotrophic Biological Denitrification for Complete Removal of Nitrogen from Septic System Wastewater

The overall objective of this research was to develop a reliable, robust, and maintenance-free passive system for biological denitrification in on-site wastewater treatment systems. The process relies on sulfur oxidizing denitrifying bacteria in upflow packed bioreactors. Since this process consumes alkalinity, it is necessary to add a solid-phase buffer that can scavenge the H⁺ as it is generated by the biologically-mediated reaction and arrest the drop in the pH value. This study investigated the use of limestone, marble chips and crushed oyster shell as solid-phase buffers that provide alkalinity. Two bench-scale upflow column reactors and two field-scale bioreactors were constructed and packed with sulfur pellets and an alkalinity source. The pilot scale bioreactors (∼200 L each) were installed at the Massachusetts Alternative Septic System Test Center (MASSTC) in Sandwich, MA. The pilot-scale bioreactors performed better when oyster shell was used as the solid-phase buffer vis-à-vis marble chips. In both (pilot-scale and laboratory-scale) systems, denitrification rates were high with the effluent NO₃ ⁻ —N concentration consistently below 8 mg/L.     

Recovery of gold by chicken egg shell membrane-conjugated chitosan beads

We have successfully prepared a bead-type adsorbent from two materials with different adsorption characteristics. Heavy metals were removed by greatly swollen egg shell membrane-conjugated chitosan beads. The egg shell membrane accumulated and removed precious metal ions from a dilute aqueous solution with a high affinity in a short contact time. Experiments suggested that chitosan beads could take up gold ions with great capacity and selectivity by conjugation with egg shell membrane. Under certain conditions, the selective removal of gold and copper in a mixture of gold and copper ions by egg shell membrane-conjugated chitosan beads was 100% and 2%, respectively. Egg shell membrane-conjugated chitosan beads can be seen as a promising material to recover gold in wastewater from various industries, such as electroplating.     

CuO/CSAC催化剂的制备及酸性大红GR废水的处理

以椰壳活性炭(CSAC)为载体负载CuO制备了CuO/CSAC催化剂。采用正交实验优化了CuO/CSAC催化剂的制备工艺条件,采用单因素实验和响应面实验优化了CuO/CSAC催化剂处理模拟酸性大红GR废水的工艺参数。结果表明:在CSAC加入量5 g、煅烧时间2.5 h、煅烧温度300 ℃、0.5 mol/L的硝酸铜溶液用量15 mL的最佳工艺条件下,CuO/CSAC催化剂微孔结构丰富,CuO特征峰明显;CuO/CSAC催化剂处理酸性大红GR废水的最佳工艺参数为pH 5.0,曝气时间4.10 h,催化剂加入量0.57 g,可将100 mL初始COD 962 mg/L、初始色度32 700倍的废水分别处理至残余COD 41.5 mg/L,残余色度28.4倍。建立了以残余COD和残余色度为响应值的工艺模型,计算值与实验值的相对误差均在±10%以内。     

Review of the kinetics of alkaline degradation of cellulose in view of its relevance for safety assessment of radioactive waste repositories

The degradation of cellulose (a substantial component of low- and intermediate-level radioactive waste) under alkaline conditions occurs via two main processes: a peeling-off reaction and a basecatalyzed cleavage of glycosidic bonds (hydrolysis). Both processes show pseudo-first-order kinetics. At ambient temperature, the peeling-off process is the dominant degradation mechanism, resulting in the formation of mainly isosaccharinic acid. The degradation depends strongly on the degree of polymerization (DP) and on the number of reducing end groups present in cellulose. Beyond pH 12.5, the OH^- concentration has only a minor effect on the degradation rate. It was estimated that under repository conditions (alkaline environment, pH 13.3-12.5) about 10% of the cellulosic materials (average DP = 1000-2000) will degrade in the first stage (up to 10⁵ years) by the peeling-off reaction and will cause an ingrowth of isosaccharinic acid in the interstitial cement pore water. In the second stage (10⁵-10⁶ years), alkaline hydrolysis will control the further degradation of the cellulose. The potential role of microorganisms in the degradation of cellulose under alkaline conditions could not be evaluated. Proper assessment of the effect of cellulose degradation on the mobilization of radionuclides basically requires knowing the concentration of isosaccharinic acid in the pore water. This concentration, however, depends on several factors such as the stability of ISA under alkaline conditions, sorption of ISA on cement, formation of sparingly soluble ISA-salts, etc. A discussion of all the relevant processes involved, however, is far beyond the scope of the presented overview.