常规水处理厂中小隐孢子虫卵囊的去除效果

介绍了小隐孢子虫卵囊的特点及其对人体的危害,分析了pH、混凝剂种类与投加量、电导率和天然有机物含量等对小隐孢子虫卵囊的Zeta电位的影响,总结了混凝-沉淀-过滤和直接过滤对小隐孢子虫卵囊的去除效果,探讨了水温、水质、混凝剂种类与投加量、滤料层组成和滤速等对去除效果的影响.     

地表水中隐孢子虫和贾第鞭毛虫微球的混凝去除

以向地表水中投加的隐孢子虫微球和贾第鞭毛虫微球为对象,研究通过对给水混凝工艺对其的去除效果进行比较,着重考察了不同混凝剂种类、投加量及水样pH值对去除效果的影响.结果表明,混凝工艺可较为有效地去除地表水中的两虫微球,去除率最高可达4 lg.相比常规的金属盐类混凝剂,高分子的PAC、PAFC混凝剂对两虫微球的混凝去除率更...     

游泳池中隐孢子虫卵囊替代物的去除

隐孢子虫是常见的球状寄生虫。接触含有隐孢子虫卵囊的水体可致隐孢子虫病,主要的临床表现为腹泻,严重者可致死。游泳池是主要的传播场所。采用容积为5 500 L的游泳池,进行隐孢子虫卵囊替代物的修复模拟实验,研究在游泳池条件下絮凝沙滤技术对直径为4.5μm隐孢子虫卵囊替代物的去除效果。实验结果表明,氯化铝剂量为0.1 mg/L,沙滤料高度为30 cm,内循环流速为11.5 L/min,对隐孢子虫卵囊替代物去除率在90%以上。该技术对浊度具有较好的处理效果,当进水浊度降低且接近于出水浊度时,系统进入稳定运行阶段,对虫卵囊替代物去除率可以达到96%。     

硫酸钛混凝去除无机砷(Ⅲ)的效能

使用硫酸钛作为混凝剂,研究了混凝去除As(Ⅲ)过程中溶液pH值、混凝剂投加量、砷的初始浓度以及阴离子对除砷效果的影响.硫酸钛的水解沉淀物颗粒等电点为pH =5;当pH =6时,水解沉淀物的粒径最大.在pH =5 ～8范围内,As(Ⅲ)的去除率高且基本稳定;而沉淀物颗粒Zeta电位降低较大.说明水解沉淀物Zeta电位对As(Ⅲ)的去除影响不大.混凝剂投加量为2.5 ～10 mg/L时,As (Ⅲ)的去除率随投加量的增加而显著增加;混凝剂投加量大于15 mg/L时,As(Ⅲ)去除率随混凝剂投加量的增加变化趋于平缓.水中阴离子(硅酸根和磷酸根离子)的存在会降低混凝对As (Ⅲ)的去除效率.     

化学沉淀法强化常规工艺应急去除水中的镉

在常规工艺基础上,通过投加氢氧化钠,实验进行了应急去除重金属镉的研究。实验结果表明,该方法能有效去除饮用水水源的镉,效果稳定,可进行应急处理。对pH、镉初始浓度和混凝剂投加量3个影响因素的灰色关联分析表明,3个因素对镉去除效果影响的大小排序为:滤后水pH>混凝剂投加量>镉初始浓度。在水源镉突发污染时,在原有常规水处理工艺基础上,通过控制滤后水pH可实现对重金属镉的去除,pH的控制值与水源水质有关。     

可用于去除高盐废水中有机污染物的混凝-Fenton氧化联合工艺

以某环氧树脂生产厂产生的高盐有机废水为对象,对比研究了Fenton、Fenton-混凝、混凝-Fenton等工艺去除废水中有机污染物的效能。考察了Fenton反应中Fe2+、H2O_2投加比、初始pH、反应时间以及混凝反应中混凝剂种类、投加量等参数对处理效果的影响。结果表明:Fenton工艺的最佳条件为亚铁和过氧化氢投加比1∶20,投加量分别为25 mmol·L~(-1)和500 mmol·L~(-1),初始pH 3,反应时间120 min,TOC去除率为62.50%;混凝工艺选择Fe SO_4混凝剂,投加量为300 mg·L~(-1),TOC去除率为23.78%;废水经过Fenton-无混凝剂混凝、Fenton-混凝剂混凝、混凝-一级Fenton氧化和混凝-二级Fenton氧化工艺处理,TOC去除率分别为68.32%、71.51%、80.69%和89.27%。     

两种硫酸盐对花溪河天然有机物混凝的影响研究

以Al_2(SO_4)_3和FeSO_4为混凝剂,探讨了在不同混凝条件下对贵阳市花溪河中天然有机物的去除影响。通过改变混凝剂投加量、pH和水力条件对去除效果进行分析。混凝剂投加量为2~18 mg/L时,Al_2(SO_4)_3对天然有机物的去除率高于FeSO_4;分别投加8 mg/L Al_2(SO_4)_3和11 mg/L FeSO_4,均达到最佳去除效果。Al_2(SO_4)_3作为混凝剂时,最佳pH为5.0~8.0;Fe_SO_4作为混凝剂时,最佳pH为6.0~9.0。在200r/min下快速搅拌1min,在40r/min下慢速搅拌20min,天然有机物的去除率较高。     

应用加载磁混凝处理微污染河水

实验对比考察了常规混凝和加载磁混凝工艺对微污染河水中COD、浊度和TP等污染物的去除效果,系统研究了混凝剂用量、磁种加载量、搅拌条件和药剂投加顺序等因素对加载磁混凝效果的影响。实验结果表明,加载磁种后沉淀颗粒的体积平均粒径为从常规混凝工艺的50.1μm显著增加到68.6μm;污染物去除效果明显优于常规混凝工艺,尤其对浊度和总磷的去除效果得到了显著的提升;在实验最优条件下COD、浊度和TP的去除率分别达到54.17%、99.28%和75.82%;并且加载磁种后可减少50%以上的混凝剂投加量,同时大大缩短沉淀时间。     

混凝技术去除水中新兴污染物的研究进展

常规水处理工艺通常不能完全将水中新兴污染物(ECs)去除,残留的污染物仍然具有相当大的环境风险,如何有效地去除水中痕量新兴污染物是一个亟待解决的难题。本文概述了新兴污染物的来源、种类和危害,并分析了混凝工艺去除新兴污染物的可行性,重点介绍了新兴污染物性质、混凝剂种类和投加量、pH和水中溶解性物质对混凝效果的影响机制,并介绍了混凝与氧化、膜过滤及吸附等工艺的组合集成技术。在此基础上,对未来混凝技术去除新兴污染物的研究方向和发展趋势进行了展望。     

响应面法优化克浅十油田废水的混凝沉淀工艺

以克浅十污水处理站原水为研究对象,采用混凝沉淀工艺,探讨优选出的复配混凝剂投加量、助凝剂投加量及静置时间对原水中浊度和总铁去除效果的影响.应用Box-Behnken中心组合实验和响应面分析法,建立混凝剂对处理原水的二次多项式数学模型,确定了混凝沉淀去除原水浊度和总铁的优化工艺参数分别为:复配混凝剂投加量为152.15 mg/L、143.84 mg/L,助凝剂投加量为4.14 mg/L、4.32 mg/L,静置时间为11.77 min、11.22 min.在此工艺条件下回归方程得到的浊度和总铁的去除率预测值与实验值接近,且拟合性良好,误差介于3％～5％之间.通过均值内插法,对比浊度和总铁的多元二次回归方程,推导得出的2组最佳工艺条件均能满足浊度和总铁的去除要求.     

Detection of Cryptosporidium parvum oocysts in sediment and biosolids by immunomagnetic separation.

A method for the detection of Cryptosporidium parvum oocysts in sediment and wastewater biosolids has been developed using immunomagnetic separation kits that were designed for use with water. This method requires no pretreatment of the sediment or biosolids samples before the commercial kit application. Oocyst recovery efficiencies from sediment and biosolids using the modified Dynal (Lake Success, New York) and Crypto-Scan commercial methods (Immucell Corporation, Portland, Maine) ranged from 20 to 60%. While the sensitivity of the method is dependent on the amount of sediment processed and the equivalent volume examined under the microscope, it was able to detect 0.48 oocysts per gram dry weight sediment. Using this method, Cryptosporidium parvum oocysts were found at levels as high as 97 oocysts/g of primary biosolids and at levels up to 4 oocysts/g in polluted sediment.     

Alternative immunofluorescent labeling of Cryptosporidium parvum in water samples using semiconductor quantum dots

The application of immunofluorescent labeling using quantum dots for detection of inactivated Cryptosporidium parvum oocysts in spiked water samples (reservoir water, treated wastewater effluent, permeate of a membrane bioreactor, and tap water) provided more consistent results compared with the organic fluorophores label. The varying degree of particles present in the different water samples (with turbidity ranging from 0.2 to 6.1 NTU) in nonconcentrated water samples had insignificant interference on the labeled counts (2-sample t-tests, p > 0.236) using the quantum dot label, while the quantum dot label provided an advantage of approximately 50% lower interference in concentrated water samples compared with the organic fluorophores label.     

隐孢子虫病及其水媒传播控制

隐孢子虫通过水媒传播疾病已引起世界各国广泛关注。本文对隐孢子虫及隐孢子虫病的发生、流行病学特点、症状和影响进行了综合评述 ;介绍了隐孢子虫的采集和检测方法、剂量 反应模式 ,以为供水管理部门提供制定隐孢子虫水质标准的依据 ;重点介绍了国外去除水中隐孢子虫的方法 ;简要分析了隐孢子虫病的爆发原因 ;提出了防止和减少隐孢子虫病爆发的基本对策。     

Detection of infectious parasites in reclaimed water.

The presence of infectious protozoan pathogens in reclaimed water may present an unacceptable health risk. This study was designed similar to a study reported by Garcia et al. (2002), which detected no infectious Giardia cysts in the final effluent of a tertiary treatment facility as determined by animal infectivity (dose 1000 cysts/gerbil). This study also included evaluation of Cryptosporidium oocyst infectivity. Infectious Giardia cysts were detected in the final effluent with 1 gerbil out of 3 inoculated with 250 cysts from reclaimed water showing signs of infection 15 days postinoculation. None of the Cryptosporidium oocysts concentrated from the reclaimed water samples appeared to be infectious.     

优化混凝处理低温低浊黄河水及对余铝的控制

考察了4种混凝剂，高效聚合氯化铝（HPAC），聚合氯化铝（PACl），硫酸铝（Al2（SO4）3），混合PACl和氯化铁（FeCl3），对低温低浊黄河原水的混凝效果与沉后水残留铝含量的关系。结果表明，当采用Al2（SO4）3或PACl做混凝剂时，在取得较好浊度去除的投药量下，水中余铝浓度会超过国家标准（0．2131g／L）。而采用HPAC或FeCl3和PACl复配药剂，在取得与Al2（SO4）3或PACl类似的浊度去除效果的同时，也能较好地控制水中的余铝含量。当HPAC投加量为21mg／L时，沉后水浊度降至1．3NTU，残留铝含量为0．147mg／L。复配投加PACl 15mg／L和FeCl3 12mg／L后，沉后水浊度为1．18NTU，残留铝含量为0．074mg／L。PACl和氯化铁的复配比例需要精确的调控，否则容易导致出水余铁余铝含量增加。而HPAC投加量小于21mtg／L时出水余铝浓度均低于国家标准。因此，在这4种混凝剂中，就混凝效果及余铝控制而言，HPAC更适合充当低温低浊水源水的混凝处理药剂。     

氢氧化镁混凝性能及絮体特性

以氢氧化镁作为混凝剂,不同浊度高岭土水样为研究对象,运用iPDA在线监测技术对混凝过程絮体形成进行监测,探求了操作条件对絮体特性和混凝过程的影响;同时讨论了FI值和浊度去除的关系。结果表明,当浊度分别为5、10和20 NTU时,最佳投加量分别为21.6、14.4和3.6 mg/L;随着pH的升高,FI指数增大,同时混凝剂的最佳投加量也逐步减小;随着慢速搅拌转速的增大,絮体破碎过程明显,FI指数降低;当转速为60 r/min时,浊度去除率最高。     

Removal of algal blooms from freshwater by the coagulation–magnetic separation method

This research investigated the feasibility of changing waste into useful materials for water treatment and proposed a coagulation–magnetic separation technique. This technique was rapid and highly effective for clearing up harmful algal blooms in freshwater and mitigating lake eutrophication. A magnetic coagulant was synthesized by compounding acid-modified fly ash with magnetite (Fe₃O₄). Its removal effects on algal cells and dissolved organics in water were studied. After mixing, coagulation, and magnetic separation, the flocs obtained from the magnet surface were examined by SEM. Treated samples were withdrawn for the content determination of chlorophyll-a, turbidity, chemical oxygen demand (COD), total nitrogen, and total phosphorus. More than 99 % of algal cells were removed within 5 min after the addition of magnetic coagulant at optimal loadings (200 mg L^?1). The removal efficiencies of COD, total nitrogen, and phosphorus were 93, 91, and 94 %, respectively. The mechanism of algal removal explored preliminarily showed that the magnetic coagulant played multiple roles in mesoporous adsorption, netting and bridging, as well as high magnetic responsiveness to a magnetic field. The magnetic–coagulation separation method can rapidly and effectively remove algae from water bodies and greatly mitigate eutrophication of freshwater using a new magnetic coagulant. The method has good performance, is low cost, can turn waste into something valuable, and provides reference and directions for future pilot and production scale-ups.