絮凝方式对藻类絮体形态、强度及气浮的影响

 采用聚合氯化铝(PAC)作为混凝剂,利用混凝-气浮法处理含有较高浓度铜绿微囊藻(MA)的富藻水,在恒速絮凝和降速絮凝2 种方式下,研究PAC-MA 絮体的形态及强度对气浮的影响.结果表明,在PAC 投加量及能耗相同的条件下,采用降速絮凝比恒速絮凝处理效果更好.在PAC 投加量(以Al₂O₃ 计)为5.6 mg/L、快速混合搅拌强度(G)和时间分别为500s^-1 和1min、2 级降速絮凝G 值分别为100s^-1 和20s^-1、回流比为10%条件下,当絮凝时间为6~10min 时处理效果较好,最佳絮凝时间为8min;不同的絮凝方式对PAC-MA 絮体形态及强度有着显著影响,2 种絮凝方式形成的絮体形态相似时,降速絮凝形成的絮体强度更大;絮体的形态和强度共同影响气浮处理效果.     

电絮凝-过滤法去除源水中微量有机物

利用电絮凝-过滤法进行了源水中有机物去除的实验研究,探讨了电流密度、电解时间和pH值等因素对源水中TOC去除效果的影响。结果表明,在电极间距1.0cm,电流密度47.2 A/m2,初始TOC浓度为12.4mg/L时,反应12min后,出水浓度为3.60mg/L,TOC去除率可达71%。表明电絮凝法可有效去除源水中微量有机物。其去除机理包括电絮凝、电化学氧化和还原以及电气浮等。     

微絮凝对腐殖酸超滤过程膜污染的减缓特性

以硫酸铝[Al_2(SO_4)_3·18H_2O]为絮凝剂,腐殖酸(humic acid,HA)和高岭土(Kaolin)水溶液为原水,研究微絮凝过程产生的不同絮体形态,对自制聚偏氟乙烯(PVDF)超滤膜过滤过程的影响.主要考察了微絮凝过程中絮体的特性(粒径大小及分布,分形维数)以及不同条件下形成的絮体形态对膜通量的影响,利用扫描电镜(SEM)和原子力显微镜(AFM)对污染膜的表面形貌进行表征,并测定了PVDF膜与有机污染物之间黏附力大小,来解析不同絮体形态对超滤膜的膜污染影响机制.结果表明,Al~(3+)以电性中和作用水解去除有机物,随着絮凝剂投加量的增加,絮体粒径不断增大,絮体的分形维数减小.膜通量衰减速率与絮体的粒径呈负相关,絮体粒径越大,膜通量衰减速率越小,超滤过程中形成的滤饼层越疏松,同时,较小分形维数的絮体引起的膜污染较轻,其膜通量恢复率也较高.PVDF-有机污染物之间的相互作用力大小与运行初期相应污染膜通量衰减速率呈正相关.当Al~(3+)投加量为5 mg·L~(-1),初始pH=7时,HA去除率为96.7%,膜通量衰减最小,通量恢复率达到88%.     

电絮凝-气浮法去除水中聚乙烯颗粒研究

近年来,在世界各地水体中不断发现微塑料,人们对其潜在环境、健康风险表示担忧.当前,对微塑料去除的方法也逐渐展开研究.该实验采用电絮凝-气浮法对水中粒径为60～100μm聚乙烯(PE)颗粒进行去除,分别考察了电极组合、电流强度、电解质浓度、溶液初始pH值对聚乙烯颗粒去除效果影响.结果 表明,以铝为阳极、铁为阴极的电极组合最优.较高的电解质浓度和碱性条件会降低聚乙烯颗粒的去除效果.以铝为阳极、铁为阴极,极板间距为1 cm,电流密度为4mA/cm2,电解质浓度为2.5 mmol/L,溶液初始pH值为7时,电解25 min后,聚乙烯颗粒的去除率为97.43％.     

电絮凝去除废水中多种重金属影响因素研究

目的以铁作为电极,研究电絮凝法处理含多种重金属废水的影响因素及效果。方法通过控制pH、停留时间、电流密度、电导率、废水初始浓度等因素至不同水平,考察处理效果、能耗及极板消耗的变化。结果随着停留时间、pH值及电流密度的升高,处理效果越好,但升高至一定程度后,处理效果提升并不明显;电导率对处理效果影响并不显著,但过低的电导率会增加能耗;废水初始浓度越高,要达到处理目标所需的能耗及极板消耗均越高。结论当pH为8.5~9.0、进水电导率为1500~2000μs/cm、停留时间为3~4 min、废水初始质量浓度20 mg/L、电流密度为13.2~19.8 A/m2时,处理效果最理想,对总铜、总镍、总铅、总锌、总镉及总铬的去除率达到99%以上,且能耗与极板消耗均为最低,电絮凝法更适合于重金属废水的深度处理。     

电絮凝法同步去除氨氮和磷的模拟试验

采用电絮凝法去除废水中的氨氮和磷,电极板采用铝板或不锈钢板,研究了电絮凝除磷热力学与动力学过程,考察了不同工艺参数对氨氮和磷去除效果的影响. 结果表明:相对于铝电极而言,不锈钢电极更适宜于电絮凝去除氨氮和磷;Redlich-Peterson方程能较好地描述电絮凝产生的絮凝体对磷的吸附行为,得到的Gibbs自由能变都在-20～0kJ/mol范围内,并且吸附是自发进行的吸热过程,升高温度有利于吸附;由于假二级动力学方程拟合时其相关系数(R2)均大于0.98,故假二级动力学方程更适宜描述电絮凝产生的絮凝体对磷的吸附动力学过程;随着电流密度的增加,氨氮和磷的去除率呈逐渐上升趋势;在强碱性条件下,氨氮的去除率相对降低,酸性条件下水中磷的去除率较高,随着溶液pH的增高,磷的去除率呈逐渐降低趋势. 去除氨氮和磷的能耗分别为0.15~0.50和0.02~0.04kW·h/g.      

层状双金属氢氧化物(LDH)去除磷酸盐的性能研究

我国水体特别是湖泊的富营养化与氮磷营养盐的超标排放有关.如果集中式污水处理厂的除磷效果不理想,将易引发尾水总磷超标,因此对污水处理厂二级处理过程的效能挖潜是当下污水处理厂提标改造的重点.层状双金属氢氧化物(LDH)是新型纳米吸附剂,可实现水体中磷元素的高效去除.研究中采用共沉淀法制备Mg/Al层状双金属氢氧化物(Mg/Al-LDH)及其煅烧产物(Mg/Al-LDO),通过扫描电子显微镜(SEM)、透射电镜(TEM)、X射线衍射(XRD)、红外光谱(FTIR)和Zeta电位等方法表征其组成和微观形貌,借助吸附动力学和吸附等温线探究Mg/Al-LDH和Mg/Al-LDO对磷酸盐的吸附特点和作用机理.结果表明：(1)当磷酸盐的初始质量浓度为10 mg/L(以P计)时,Mg/Al-LDH和Mg/Al-LDO对磷酸盐的吸附在2 h内快速增加并完成90%的吸附率,且它们的拟二级动力学模型(R²值均大于0.999)比拟一级动力学模型能更好地模拟磷酸盐吸附过程,因而可以认为Mg/Al-LDH和Mg/Al-LDO的除磷过程主要通过化学吸附或化学键合来实现.(2)由于Mg/Al-LD...     

低温条件下絮体破碎再絮凝去除水中颗粒的研究

为了了解低温条件下絮体的形成/破碎/再絮凝过程在适当条件下对絮凝去除水中颗粒物的强化效果,采用PDA2000透光率脉动检测仪对絮凝破碎再絮凝过程进行了在线监测.研究结果表明,当电中和机理占主导作用时(混凝剂投加量小于0.1 mmol·L-1),絮体破碎后能重新絮凝,絮体大小能恢复到破碎之前;而当网捕卷扫机理占主导作用时(混凝剂投加量大于0.2 mmol·L-1),絮体的恢复情况不如电中和条件,再絮凝能力降低.投加适量的腐殖酸会增加絮体破碎前后的分形维数,但过量的腐殖酸则会降低破碎前后絮体的分形维数.絮体破碎再絮凝后其分形维数比破碎前高.腐殖酸的投加量并不会明显影响絮凝和破碎后再絮凝的FI指数.电中和絮体破碎前初始絮凝时间越长破碎后沉后水浊度越低,破碎后其浊度会比破碎前显著减小.较低投量的铝盐就能使得沉后水浊度降到很低,因此可以降低混凝剂投量而达到更好的水处理效果.     

加载絮体形态对短流程超滤膜污染影响效应

以聚硫酸铁(PFS)为混凝剂,微砂为载体颗粒,系统考察了采用加载絮凝-超滤联用工艺净化含高岭土、腐植酸和锑[Sb(Ⅲ)]的模拟原水过程中,不同PFS和微砂投加量条件下加载絮体形态特性以及其对超滤膜通量衰减、膜污染可逆性和宏观出水水质等的影响,并分析了膜污染机理.结果表明,PFS投加量对絮体形态及膜滤效能和膜污染影响显著...     

培养基中磷酸盐在GA1所产絮凝剂絮凝中的作用研究

考察了一株高效产絮凝剂微生物多粘类芽孢杆菌Paenibacillus polymyxa GA1(以下简称GA1)的发酵培养基以及培养基各组分的絮凝性.实验结果表明,培养基中K2HPO4、KH2PO4在CaCl2存在、pH值中性偏碱时对各种废水均有一定的絮凝性,在GA1所产絮凝剂(以下简称MBFGA1)絮凝废水的过程中起重要作用,且作用离子为PO43-和Ca2 ;这两种离子在pH值中性偏碱时能有效降低高岭土悬液的ζ电位绝对值到接近零,使胶体脱稳;PO43-和Ca2 形成絮状沉淀后,能网捕脱稳颗粒,进而在MBFGA1桥联作用下使颗粒结团沉降完成絮凝.发酵培养基虽有一定絮凝性,但效果不佳,处理后上清液颗粒平均粒径远大于发酵液处理,且絮体、泥饼性质差异大,不利于工业应用和后续处理.硫酸钡亦有一定的助凝效果,但因沉淀本身性质差异,其效果劣于磷酸钙.     

杭锦土负载硫化零价铁的研制及除磷性能

以具有较大比表面积和良好吸附性能的天然杭锦土为载体制备杭锦土负载硫化零价铁（HJ@S-nZVI）。优化铁负载比、硫铁摩尔比（S/Fe）以及陈化时间等制备条件,利用扫描电子显微镜（SEM）、能量色散光谱(energy dispersive spectroscopy,EDS)、X射线光电子能谱（XPS）及比表面积（specific surface area,SSA）等手段对HJ@S-nZVI进行综合表征分析。考察投加量、初始pH以及共存离子等因素对HJ@S-nZVI去除磷酸盐效果的影响,并结合吸附等温线和吸附动力学研究其吸附性能和吸附机理。结果表明：HJ@S-nZVI的优化制备条件为铁负载比为0.25,S/Fe为0.01,陈化时间为10 d;SEM、EDS和元素分布图分析表明,硫化零价铁以球状颗粒形式成功负载于杭锦土表面,XPS表明HJ@S-nZVI表面铁的主要存在形态为FeS和FeOOH等;投加量、初始pH和SiO₃ ²⁻共存对HJ@S-nZVI去除磷酸盐的效果影响较大,而SO₄ ²⁻、CO₃ ²⁻和Cl⁻共存对磷酸盐的去除效果无明显竞争影响;HJ@S-nZVI对磷酸盐的吸附过程符合Freundlich等温模型（R²=0.992）,不同初始浓度下,准二级动力学模型可较好地描述磷酸盐的去除过程（R²>0.995）。     

微米零价铁去除磷酸盐效果与机理研究

为探究微米零价铁除磷效果与机理,首先考察了水化学条件对微米零价铁除磷效果的影响;其次研究了微米零价铁对磷的去除效果以及酸盐磷在磁性固体和悬浮固体中的动态分配情况,并通过监测不同浓度反应体系中理化参数(pH、DO、ORP)的变化,进一步分析了体系中的反应过程;最后通过扫描电子显微镜(SEM)、X射线衍射(XRD)和X射线光电子能谱(XPS)等表征手段对反应产物进行了分析。结果表明:较低pH能显著提高微米零价铁的反应活性,加快磷的去除;离子强度的增加可加快反应速率; AsO 4 3 -和 SiO 3 2 -对微米零价铁除磷具有明显的抑制作用, SO 4 2 -影响很小,而 NO 3 -和 CO 3 2 -有一定的促进作用。被去除的磷酸盐在反应产物磁性固体和悬浮固体中的浓度接近。SEM分析表明,有磷条件与无磷条件下反应产物固体表面形貌具有明显区别。XPS分析表明,微米零价铁除磷过程中主要生成了Fe2+铁和Fe3+。1,10-菲啰啉掩蔽试验结果表明,磷酸盐与Fe2+结合是微米零价铁除磷的主要途径。XRD分析发现生成了H2FeP2O7,说明微米零价铁除磷存在沉淀作用。     

牛粪生物炭对磷的吸附特性及其影响因素研究

以牛粪生物炭为吸附剂,采用平衡吸附法研究了牛粪生物炭对磷的吸附特征.研究了pH值、共存离子、反应温度、投加量、热解温度等对牛粪生物炭吸附磷的影响.结果表明,牛粪生物炭吸附磷的最佳初始pH值为7.0;共存离子的存在对生物炭吸附磷的影响有限;反应温度升高不利于磷的吸附;当投加量为0.1g时,对磷的去除率较为理想;热解温度升高不利于对磷的吸附.通过对实验数据进行动力学、吸附等温线及热力学分析,发现牛粪生物炭对磷的吸附动力学数据符合拟二级吸附动力学方程,Langmuir-Freundlich(R2=0.9705)和Temkin(R2=0.9556)方程能很好地描述磷在牛粪生物炭上的吸附行为.热力学分析结果显示25,35,45℃下的吉布斯自由能变化(ΔG0)分别为-17.43,-15.98,-15.89kJ/mol,表明牛粪生物炭对磷的吸附是自发的过程.     

活性污泥糖类物质含量与其除磷能力的关系

分别以葡萄糖和醋酸为主要进水有机物，通过２只序批式反应器的连续运行，探索了污水生物除磷工艺中活性污泥糖类物质含量的变化与其摄磷能力的关系，发现将活性污泥糖类物质含量控制在较低水平是实现高效生物除磷的一个重要条件．     

Phosphorus release from phosphate rock and iron phosphate by low-molecular-weight organic acids

Low-molecular-weight(LMW) organic acids widely exist in soils, particularly in the rhizosphere. A series of batch experiments were carded out to investigate the phosphorus release from rock phosphate and iron phosphate by low-molecular-weight organic acids.Results showed that citdc acid had the highest capacity to solubilize P from both rock and iron phosphate. P solubUization from rock phosphate and iron phosphate resulted in net proton consumption. P release from rock phosphate was positively correlated with the pκa values. P release from iron phosphate was positively correlated with Fe-organic acid stability constants except for aromatic acids, but was not correlated with pκa. Increase in the concentrations of organic acids enhanced P solubilization from both rock and iron phosphate almost linearly. Addition of phenolic compounds further increased the P release from iron phosphate. Initial solution pH had much more substantial effect on P release from rock phosphate than from iron phosphate.     

Effect of iron ion configurations on Ni2+ removal in electrocoagulation

Electrocoagulation (EC) has been widely used to treat the heavy metal wastewater in industry. A novel process of sinusoidal alternating current electrocoagulation (SACC) is adopted to remove Ni²⁺ in wastewater in this study. The morphology of precipitates and the distribution of the main functional iron configurations were investigated. Ferron timed complex spectroscopy can identify the monomeric iron configurations [Fe(a)], oligomeric iron configurations [Fe(b)] and polymeric iron configurations [Fe(c)]. The optimal operating conditions of SACC process were determined through single-factor experiments. The maximum Ni²⁺ removal efficiency [Re(Ni²⁺)] was achieved under the conditions of pH₀=7, current density (j) = 7 A/m², electrolysis time (t) = 25 min, c₀(Ni²⁺) = 100 mg/L. At pH=7, the proportion of Fe(b) and Fe(c) in the system was 50.4 at.% and 23.1 at.%, respectively. In the SACC process, Fe(b) and Fe(c) are the main iron configurations in solution, while Fe(c) are the vast majority of the iron configurations in the direct current electrocoagulation (DCC) process. Re(Ni²⁺) is 99.56% for SACC and 98.75% for DCC under the same optimum conditions, respectively. The precipitates produced by SACC have a high proportion of Fe(b) configurations with spherical α-FeOOH and γ-FeOOH structures which contain abundant hydroxyl groups. Moreover, it is demonstrated that Fe(b) has better adsorption capacity than Fe(c) through adsorption experiments of methyl orange (MO) dye. Fe(a) configurations in the homogeneous solution had no effect on the removal of nickel.     

利用白云石石灰去除和回收污泥消化液中磷的响应面法优化研究

针对污水处理厂污泥消化上清液的组成特点,利用白云石石灰去除和回收污泥消化液中的磷.同时,根据Box-Behnken Design实验设计及响应面法进行工艺优化,对实验过程中药剂的投加量(X1)、反应初始pH值(X2)及反应温度(X3)3个重要影响因素的单独作用及各因素之间的交互作用进行了考察,并建立了数学模型.结果表明,响应曲面模型拟合度较高(R2为0.9680),回归方程中X1、X2、X3、X1X3、X21、X22对磷去除率影响显著;综合考虑操作的简便性及经济性,选取最佳条件组合为:白云石石灰投加量300 mg·L-1,初始pH值9.0,反应温度25℃,验证实验结果为89.08%,与预测值相比偏差为0.39%.通过扫描电子显微镜、傅里叶变换红外光谱和X射线衍射表征技术分析结晶沉淀组成和晶形特征,表明产物中含有磷酸铵镁晶体、无定形磷酸钙及杂质碳酸钙等.     

废水处理不同脱氮路径盐分形成与影响因素分析

我国工业废水处理的目标不仅是通过消除污染物降低生态风险,还期望通过脱盐技术实现水回用,处理过程中盐分的形成及其减量对于技术的经济性具有重要意义.以生物脱氮不同路径盐分形成与影响因素的分析为研究对象,以电导率作为盐分削减的指标,以NH~+_4-N、NO~-_2-N、NO~-_3-N、SCN~-作为考察的污染物,把总氮去除作为目的,从电子供体种类/比例、碳源、碱和磷盐的投加量以及水力停留时间(HRT)等主要因素对传统硝化反硝化、短程硝化反硝化和厌氧氨氧化3种工艺进行对比研究,讨论了模拟焦化废水原位减盐的效果.结果表明:①以目标去除进水中200 mg·L~(-1)NO~-_2-N/NO~-_3-N为基准,3种脱氮路径盐分削减能力顺序为:厌氧氨氧化(41.97%)短程反硝化(26.12%)传统反硝化(11.16%);②在最优工况条件(NO~-_2-N/NH~+_4-N=1.33,c(NaHCO_3)=100 mg·L~(-1),HRT=18 h)下,厌氧氨氧化的减盐率、NO~-_2-N和NH~+_4-N的降解率均达到最佳,分别为41.97%、100%和99.38%;③相比较于单一的SCN~-或者苯酚,SCN~-与苯酚共同作为电子供体的脱氮减盐效果更佳;④SCN~-∶苯酚的电子供体比例为1∶3,HRT=38 h时,短程反硝化与传统反硝化脱氮减盐效果同时达到最优,其中短程反硝化的减盐率、NO~-_2-N及SCN~-的降解率分别为26.12%、82.95%、100%,传统反硝化的减盐率、NO~-_3-N及SCN~-的降解率分别为11.16%、100%、100%.研究工作可为寻求废水处理优化的脱盐路径提供指导.     

Use of zeolitized coal fly ash in the simultaneous removal of ammonium and phosphate from aqueous solution

Discharge of wastewater containing nitrogen and phosphate can cause eutrophication. Therefore, the development of an efficient material for the immobilization of the nutrients is important. In this study, a low calcium fly ash and high calcium fly ash were converted into zeolite using the hydrothermal method. The removal of ammonium and phosphate that coexist in aqueous solution by the synthesized zeolites were studied. The results showed that zeolitized fly ash could efficiently eliminate ammonium and phosphate at the same time. Saturation of zeolite with Ca²⁺ rather than Na⁺ favored the removal of both ammonium and phosphate because the cation exchange reaction by the NH₄ ⁺ resulted in the release of Ca²⁺ into the solution and precipitation of Ca²⁺ with PO₄ ³⁻ followed. An increase in the temperature elevated the immobilization of phosphate whereas it abated the removal of ammonium. Nearly 60% removal efficiency for ammonium was achieved in the neutral pH range from 5.5 to 10.5, while the increase or decrease in pH out of the neutral range lowered the adsorption. In contrast, the removal of phosphate approached 100% at a pH lower than 5.0 or higher than 9.0, and less phosphate was immobilized at neutral pH. However, there was still a narrow pH range from 9.0 to 10.5 favoring the removal of both ammonium and phosphate. It was concluded that the removal of ammonium was caused by cation exchange; the contribution of NH₃ volatilization to immobilization at alkaline conditions (up to pH level of 11.4) was limited. With respect to phosphate immobilization, the mechanism was mainly the formation of precipitate as Ca₃(PO₄)₂ within the basic pH range or as FePO₄ and AlPO₄ within acidic pH range.     

Adsorption removal of phosphate from aqueous solution by active red mud

Red mud is the waste of alumina industry and has high TiO_2 and Fe_2O_3 content which are active components for the adsorption of anion pollutants.In this study,the uptake of phosphate by red mud activated by heat treatment and acid-heat treatment was investigated. The factors influencing the adsorption were also investigated.The result showed that the red mud sample treated using acid-heat method at 80℃with 0.25 mol/L HC1 for 2 h achieved the highest phosphate removal.For the heat-activated red mud,the sample heated at 700℃for 2 h preformed better than the other heat treatment.Phosphate removal by the activated red mud was significantly pH dependent,and pH 7 was the optimal pH for phosphate removal.The adsorption fits Langmuir isotherm model well and the maximum adsorption capacities of the acid-heat activated red mud and the heat activated samples were 202.9 mgP/g and 155.2 mgP/g,respectively.