基于化学反应动力学的饮用水铝形态分布模型研究

目前饮用水中的总铝超标现象十分严重,其危害与铝的存在形态密切相关.本研究利用三层前反馈式的人工神经网络技术,建立了基于化学反应动力学的铝形态预测模型.结果表明,无机单核铝和溶解铝的浓度变化速率与反应时间及水温、pH、总铝、氟离子、磷酸根和硅酸根等水质参数密切相关,二者的反应级数均为三级.通过人工神经网络可有效地进行饮用水中无机单核铝和溶解铝反应动力学参数的预测;反应速率常数k和初始浓度项1/c02的计算值和模型预测值的相关系数R均大于0.999.由M市管网水铝形态的预测结果可知:当总铝浓度0.05mg·L-1时,模型对无机单核铝浓度的预测误差较大;而当总铝浓度0.05mg·L-1时,模型有较好的预测能力,无机单核铝和溶解铝的相对预测误差分别为±15%和±10%.     

北方某市给水管网系统中的铝含量及形态分布状况调查

采用荧光分光光度法对北方某城市给水管网中的铝含量及形态分布状况进行调查.结果表明,该市饮用水中的铝残留量较低,总铝平均含量为0 .038 mg·L^-1,最高为0 .078 mg·L^-1,低于我国新水质标准0 .2 mg·L^-1的规定;起主要毒性作用的无机单核铝及无机多核铝平均含量分别为0 .011 mg·L^-1和0 .013 mg·L^-1,为饮用水中铝的主要存在形态;而有机结合铝含量较低.相关性分析结果表明,饮用水中铝的含量及形态分布情况与对应管段的水质条件密切相关,含盐量越高,可溶性有机物含量越小,水中总铝浓度则越低,为给水管网铝含量控制提供重要理论依据.     

纳滤膜去除卡马西平的影响因素研究

主要研究了纳滤膜去除饮用水中卡马西平(CBZ)的影响因素.首先比较了膜NF270和NF90去除CBZ的效果,发现孔径较小的NF90对CBZ的去除效果远优于孔径较大的NF270.其次考察了CBZ初始浓度、pH值、离子强度和水温对去除率的影响.结果表明,pH值的降低,钙离子浓度的提高以及水温的提高会导致CBZ去除率的降低....     

PSAA水溶液中铝形态分布研究

PSAA是一种含有铝离子的聚硅酸絮凝剂。本文用²⁷Al－NMR法和Al－Ferron逐时络合比色法研究了PSAA水溶液中铝的形态分布情况,考察了SiO₂/Al³⁺摩尔比,温度及稀释作用对铝的形态分布的影响。结果表明,PSAA水溶液中的铝主要是以单核羟铝络合物形式存在,聚硅酸的存在对铝的形态分布影响不大,温度对铝的形态分布无影响,稀释作用对铝的形态分布有一定的影响。     

氧化絮凝复合剂(XOF)去除源水氨氮的实验研究

研究了复合药剂（XOF）对饮用源水中氨氮的去除效果，并考察了投加量、反应时间、pH等因素对去除效率的影响。结果表明，XOF在浑浊水中充分利用氧化絮凝协同作用对氨氮有较高的 作效果，在pH值为7－8、投加量为药剂与氨氮质量比10：1、反应时间20min的条件下，复合药剂（XOF）以氨氮去除率最高。     

城市污水处理厂污泥对水中硫化物的吸附特性

为研究城市污水厂污泥对水中硫化物的吸附特性,从3座城市污水处理厂采集回流污泥,考察了硫化物浓度、温度、pH值和其他离子对污泥吸附硫化物的影响.结果表明,污水厂回流污泥对硫化物的吸附等温线可以用Langmuir方程很好地描述,其最大硫化物吸附量为15~27mg/g-干污泥.在温度为5~35℃条件下,吸附量随温度上升而增加,表明该吸附为吸热过程.pH值在2~7范围内,pH值对污泥吸附硫化物的影响不大,当pH值低于2时,污泥对硫化物的吸附量随pH降低显著减小.硫化物可能以离子形式被污泥吸附,该过程为化学吸附过程.水中存在0~25mg/L Cl-或0~12mg/L SO2- 4不影响污泥对硫化物的吸附量.     

铝盐铁盐的混凝机理及特性探讨

在水处理中,最常用的无机混凝剂为铝盐和铁盐。要了解其混凝机理必须首先了解它们在溶液中的存在状态。铝盐铁盐极易溶于水,其存在状态与溶液pH值有直接关系。 1 铝盐在水中的存在状态及混凝机理当pH值小于3时,水溶液中Al~(3 )以水合铝络离子Al(H_2O)_6~(3 )的状态存在,如果pH值升高,水合铝络离子就会发生配位健离解,生成各种羟基铝离子,pH值再升高,水解逐级进行,从单核单羟基水解为单核三羟基,最终将产生氢氧化铝化学沉淀而析出,     

应用强化混凝过程控制水中的剩余腐殖酸与残留铝

为达到最大的腐殖酸去除和最小的铝残留,采用了强化混凝技术,研究了各因素对混凝过程的影响.实验结果表明,在20℃,pH为6～6.5,AlCl₃投加量为0.5×10^-3mol/L的条件下,控制水中的剩余腐殖酸在0.04 cm^-1以下,并能同时有效控制残留铝在0.1 mg/L左右.加入0.01 mol/L的CaCl₂对混凝效果有一定的促进作用.同时由于原水中悬浮颗粒随季节变化,模拟了不同投量的高岭土对腐殖酸去除过程的影响.     

鸟粪石天然沸石复合材料对水中铅离子的去除

将一种含鸟粪石的氮磷回收产物(NZ-MAP)应用于水中重金属离子铅的去除.通过XRD、FTIR、SEM/EDS分析手段对NZ-MAP进行表征,并探究投加量、溶液初始pH、反应时间对去除过程的影响.结果表明NZ-MAP材料主要成分为负载有鸟粪石的天然沸石;当投加量为0. 4 g·L~(-1)时,最大吸附量为749. 74 mg·g~(-1),同时NZ-MAP对溶液中Pb~(2+)的吸附量随pH的增大呈先增加后趋于平衡的趋势,其去除机理主要为Pb_(10)(PO_4)_6(OH)_2沉淀作用,且当pH为5. 0时效果最佳.该材料对于水中铅离子的去除过程更加符合准二级动力学模型.为深入探讨共存重金属离子对NZ-MAP去除水中铅离子的影响,发现共存Ni~(2+)和Cu~(2+)对NZ-MAP吸附Pb~(2+)的影响较小,共存Zn~(2+)和Al~(3+)明显抑制了NZ-MAP对Pb~(2+)的吸附.研究显示,NZ-MAP材料可高效去除水中铅离子,可为水体中铅离子的去除提供有效的方法     

饮用水中典型微生物消毒过程中消毒副产物的生成规律

以饮用水中典型微生物--大肠杆菌（Escherichia coli）为试验对象,研究pH值、氯化时间、氯投量及细菌浓度对大肠杆菌在氯化消毒过程中生成消毒副产物（DBPs）的影响,并分析何种氯化条件下,DBPs控制效果最佳.研究表明：随氯投量增加,二氯乙腈（DCAN）呈先上升后下降趋势;随氯化时间延长,三氯丙酮（1,1,1-TCP）和DCAN先增加后减少;在pH值从5升高到9时,1,1,1-DCP、三氯硝基甲烷（TCNM）、二氯乙酸（DCAA）和三氯乙酸（TCAA）持续降低;细菌污染水源事件在近年常有报道,当水源水中细菌浓度增加时,饮用水中三氯甲烷（TCM）、TCNM、DCAA和TCAA浓度增加,但DCAN、三氯乙腈（TCAN）、二氯丙酮（1,1-DCP）和1,1,1-TCP不一定增加.为了达到低毒性的目的,氯投量浓度不宜太高,同时控制氯化时间为6h和pH>8.     

Factors effecting aluminum speciation in drinking water by laboratory research

Effects of aluminum on water distribution system and human health mainly attribute to its speciation in drinking water. Laboratory experiments were performed to investigate factors that may influence aluminum speciation in water supply system. The concentration of soluble aluminum and its transformation among other aluminum species were mainly controlled by kinetics processes of related reactions. Total aluminum concentration had a notable e ect on the concentrations of mononuclear and soluble aluminum in the first 4 day; then its e ect became weak. At pH above 7.50, both fluoride and orthophosphate had little e ect on aluminum speciation; while, when the solution pH was below 7.50, the concentrations of mononuclear and soluble aluminum were proportional to the concentration of fluoride and inversely proportional to the concentration of orthophosphate. Both mononuclear and polynuclear silicic acids could complex with mononuclear aluminum by forming soluble aluminosilicates. In addition, the adding sequence of orthophosphate and aluminum into drinking water would also a ect the distribution of aluminum species in the first 4 day. In order to minimize aluminum bioavailability in drinking water, it was suggested that orthophosphate should be added prior to coagulant process, and that the concentrations of fluoride and silicic acids should be controlled below 2.0 and 25 mg/L, respectively, prior to the treatment. The solution pH in coagulation and filtration processes should be controlled in the range of 6.50–7.50.     

Factors effecting aluminum speciation in drinking water be laboratory research

Effects of aluminum on water distribution system and human health mainly attribute to its speciation in drinking water. Laboratory experiments were performed to investigate factors that may influence aluminum speciation in water supply system. The concentration of soluble aluminum and its transformation among other aluminum species were mainly controlled by kinetics processes of related reactions. Total aluminum concentration had a notable effect on the concentrations of mononuclear and soluble aluminum in the first 4 day; while, when the reaction time was above 4 day, its effect became weak. At pH above 7.50, both fluoride and orthophosphate had little effect on aluminum speciation; while, when the solution pH was below 7.50, the concentrations of mononuclear and soluble aluminum were proportional to the concentration of fluoride and inversely proportional to the concentration of orthophosphate. Both mononuclear and polynuclear silicic acids could complex with mononuclear aluminum by forming soluble aluminosilicates. In addition, the adding sequence of orthophosphate and aluminum into drinking water would also affect the distribution of aluminum species in the first 4 day. In order to minimize aluminum bioavailability in drinking water, it was suggested that orthophosphate should be added prior to coagulant process, and that the concentrations of fluoride and silicic acids be controlled below 2.0 and 25 mg/L, respectively, prior to the treatment. The solution pH in coagulation and filtration processes should be controlled in the range of 6.50-7.50.     

聚硅氯化铝混凝剂的形态及带电特性研究

以ＡｌＣｌ３·６Ｈ２Ｏ、ＮａＯＨ、盐酸和水玻璃为原料制备了不同碱化度（Ｂ）及不同Ｓｉ／Ａｌ摩尔比的系列聚硅氯化铝混凝剂（ＰＡＳＣ）,采用Ａｌ－Ｆｅｒｒｏｎ逐时络合比色法和微电泳技术研究了ＰＡＳＣ中铝的水解产物形态分布及铝的水解沉淀物的带电特性,考察了Ｂ及Ｓｉ／Ａｌ摩尔比对ＰＡＳＣ中铝水解产物形态分布及带电特性的影响情况,并与聚合氯化铝（ＰＡＣ）进行了比较,实验结果表明,Ｂ对ＰＡＳＣ的形态分布有较大     

Transfer and transport of aluminum in filtration unit

Aluminum salt coagulants were used prevalently in various water works.In this article,the effects of filtration on residual aluminum concentration and species distribution were researched by determining the concentration of diiferent aluminum species before and after single layer filter,double layer filter,and membrane filtration units.In the research,size exclusion chromatography(SEC)was used to separate colloidal and soluble aluminum,ion exchange chromatography(IEC)was used to separate organic and inorganic aluminum, and inductivity coupled plasma-atomic emission spectrometry(ICP-AES)was used to determine the aluminum concentration.The results showed that the rapid filtration process had the ability of removing residual aluminum from coagulant effluent water,and that double layer filtration was more effective in residual aluminum removal than single layer filtration,while nano filtration was more effective than micro filtration.It was found that when the residual aluminum concentration was below 1mg/L in sediment effluent,the residual aluminum concentration in treated water was above 0.2 mg/L.The direct rapid filtration process mainly removed the suspended aluminum.The removal of soluble and colloidal aluminum was always less than 10% and the natural small particles that adsorbed the amount of soluble or small particles aluminum on their surface were difficult to be removed in this process.Micro filtration and nano filtration were good technologies for removing aluminum;the residual aluminum concentration in the effluent was less than 0.05 mg/L.     

Deposition behavior of residual aluminum in drinking water distribution system: Effect of aluminum speciation

Finished drinking water usually contains some residual aluminum.The deposition of residual aluminum in distribution systems and potential release back to the drinking water could significantly influence the water quality at consumer taps.A preliminary analysis of aluminum content in cast iron pipe corrosion scales and loose deposits demonstrated that aluminum deposition on distribution pipe surfaces could be excessive for water treated by aluminum coagulants including polyaluminum chloride（PACl）.In this work,the deposition features of different aluminum species in PACl were investigated by simulated coil-pipe test,batch reactor test and quartz crystal microbalance with dissipation monitoring.The deposition amount of non-polymeric aluminum species was the least,and its deposition layer was soft and hydrated,which indicated the possible formation of amorphous Al（OH）₃.Al₁₃ had the highest deposition tendency,and the deposition layer was rigid and much less hydrated,which indicated that the deposited aluminum might possess regular structure and self-aggregation of Al₁₃could be the main deposition mechanism.While for Al₃₀,its deposition was relatively slower and deposited aluminum amount was relatively less compared with Al₁₃.However,the total deposited mass of Al₃₀ was much higher than that of Al₁₃,which was attributed to the deposition of particulate aluminum matters with much higher hydration state.Compared with stationary condition,stirring could significantly enhance the deposition process,while the effect of pH on deposition was relatively weak in the near neutral range of 6.7 to 8.7.     

聚硅酸对不同形态铝沉积行为的影响

针对给水管网中残余铝沉积和再溶解现象可能引起的水质问题,研究了聚硅酸对不同水解聚合形态铝沉积、再溶解的影响,并以石英微晶天平为表征手段,初步探讨了聚硅酸对不同形态铝沉积、再溶解过程影响的机理.结果表明,聚硅酸能显著改变不同水解聚合形态铝的沉积、再溶解行为.聚硅酸可与3种水解聚合形态的铝迅速结合而生成可沉积产物,但产物性质不同.以单体形态为主的Al_0与聚硅酸的反应产物性质较稳定,部分以溶解态存在,部分以非溶解态(可沉积态)存在;尽管铝的两种聚合形态Al_(13)和Al_(30)与聚硅酸反应也生成了部分可沉积产物,但随着时间的推移,这些产物又逐渐向溶解态转化.铝硅比对Al_0体系中铝的沉积溶解行为影响较小,而对Al_(13)和Al_(30)影响较大,且在0.2∶20(以Al和SiO_2计的质量比)时,沉积态铝的溶解速率最快.     

Effects of fulvic acid and humic acid on aluminum speciation in drinking water

This article focused on the influences of fulvic acid and humic acid on aluminum speciation in drinking water. Factors including the concentration of residual chlorine and pH value had been concerned. Aluminum species investigated in the experiments included inorganic mononuclear, organic mononuclear, mononuclear, polymer, soluble, and suspended forms. It was found that the e ects of fulvic acid and humic acid on aluminum speciation depended mainly on their molecular weight. Fulvic acid with molecular weight less than 5000 Dalton had little influence on aluminum speciation; while fulvic acid with molecular weight larger than 5000 Dalton and humic acid would increase the concentration of soluble aluminum significantly even at concentration below 0.5 mg/L (calculated as TOC). Aluminum species, in the present of fulvic acid with molecular weight larger than 5000 Dalton and humic acid, were more stable than that in the present of fluvic acid with molecular mass less than 5000 Dalton, and varied little with reaction time. Within pH range 6.5–7.5, soluble aluminum increased notably in water with organic matter. As the concentration of residual chlorine increased, the e ects of fulvic acid and humic acid became weak. The reactions between humic acid, fulvic acid with large molecular weight, and aluminum were considered to be a multi-dentate coordination process. With the consideration of aluminum bioavailability, reducing the concentration of fulvic acid and humic acid and keeping the pH value among 6.5–7.5 were recommended during drinking water treatment.     

砷的发生、形态、污染源及地球化学循环

文章首先总结了砷在地表水、地下水、土壤、沉积物、岩石、大气中的含量和分布;归纳了砷的地球化学循环过程;分析了砷在水和土壤/沉积物固相中的形态;并重点阐述了砷在土壤和沉积物中的迁移转化机理。砷通常与Fe、Al、Mn的氧化物和氢氧化物、粘土矿物、硫化物、磷酸盐和碳酸盐矿物结合,砷的生物可用性和迁移性与其在土壤和沉积物中的形态有密切关系。文章最后定量阐述了砷的污染源,包括金属开采与冶炼,化学燃料的燃烧和含砷化学品使用。     

Distribution of aluminum species and the characteristics of structure of poly-aluminum-chloride-sulfate(PACS)

ＩｎｔｒｏｄｕｃｔｉｏｎＰｏｌｙａｌｕｍｉｎｕｍｃｈｌｏｒｉｄｅ (ＰＡＣ) ,ｗｈｉｃｈｗａｓｄｅｖｅｌｏｐｅｄｉｎｔｈｅ 1960’ｓｉｎＪａｐａｎ ,ｈａｓｃｏｍｅｔｏｂｅｕｓｅｄｅｘｔｅｎｓｉｖｅｌｙｉｎ ｐｌａｃｅｏｆａｌｕｍｉｎｕｍｓｕｌｆａｔｅｉｎｗａｔｅｒａｎｄｗａｓｔｅｗａｔｅｒｔｒｅａｔｍｅｎｔｂｅｃａｕｓｅｏｆｉｔｓａｂｉｌｉｔｙｔｏａｃｈｉｅｖｅａｄｅｑｕａｔｅａｇｇｒｅｇａｔｉｏｎｅｖｅｎａｔｌｏｗｔｅｍｐｅｒａｔｕｒｅｓａｎｄｔｏｆｏｒｍｆｌｏｃｓｒｅｌａｔｉｖｅｌｙｒａｐｉｄｌ…