热改性斜发沸石对富营养化水体的脱氮除磷效果

氮、磷是导致水体富营养化且又较难去除的一类物质。实验采用模拟的方法研究了天然沸石和不同温度改性沸石的脱氮除磷效果。结果表明,天然沸石对氮、磷静态吸附去除率分别达71%和91%。随着改性温度的升高,350℃改性沸石振荡吸附氮、磷效果最好,较之天然沸石提高了18%,改性温度继续上升则呈下降趋势。不同沸石对氮、磷的吸附特征可用一级动力学方程进行描述,其中350℃改性沸石对氮、磷的吸附特征在不同的固液比情况下均符合一级动力学方程。     

秸秆基Li/Al层状双金属氢氧化物纳米复合吸附剂的制备及其除磷性能研究

将纳米Li/Al层状双金属氢氧化物(LDH)负载到改性小麦秸秆上制得秸秆基Li/Al LDH纳米复合吸附剂(简称复合吸附剂),并通过一系列单因素吸附试验对其除磷性能进行评价。结果表明:升高温度有利于该吸附剂的吸附;最佳吸附pH约为4;动力学实验表明,100min时吸附过程即可达到平衡;以NO_3~-、Cl-、SO_4~(2-)作为共存离子,3者对于复合吸附剂除磷的影响程度为SO_4~(2-)Cl-NO_3~-,且共存离子浓度较高时复合吸附剂对磷仍有较好的吸附选择性;脱附再生实验表明,使用5mol/L NaOH和0.01mol/L NaCl的混合溶液可达到较好的脱附效果。     

强化序批式生物膜反应器脱氮与人工湿地除磷联合工艺初探

为解决脱氮除磷对碳源的竞争及不同泥龄需要等问题,提出强化序批式生物膜反应器(SBBR)脱氮与人工湿地除磷联合工艺.通过将SBBR系统分为2格,并采用交替运行的方式(进水和曝气),强化了碳源保存,进一步提高脱氮效率;SBBR系统出水进入栽种菖蒲(Acorus calamus L.)的人工湿地,利用基质和植物吸附等作用进一步除磷.结果表明:(1)2格交替运行SBBR脱氮效果良好,稳定时出水COD均值为34 mg/L,去除率约为93%;出水NH+4-N均值为2.0 mg/L,去除率约为94%;出水TN维持在4.5 mg/L左右,去除率约为86%;出水TP在2 mg/L附近波动,除磷效果并不理想,有时还会出现出水TP高于进水TP的释磷现象.(2)人工湿地除磷效果良好且稳定.当进水TP为0.6～6.7 mg/L时,出水TP维持在0.3～0.7 mg/L.(3)该联合工艺有良好的脱氮除磷效果.系统出水NH+4-N、TN、TP均值分别为2.0、2.4、0.5 mg/L,去除率均值分别为94%、92%、90%.     

改性膨润土对水中磷和藻类的同步去除

为快速去除富营养化水体中的磷和藻类,制备了絮凝剂-镧复合改性膨润土(聚合氯化铝铁-镧复合改性膨润土(PAFC-La)、聚合硫酸铝-镧复合改性膨润土(PAS-La)、聚合硫酸铁-镧复合改性膨润土(PFS-La)、聚合氯化铝-镧复合改性膨润土(PAC-La)),对材料进行表征,通过吸附动力学和等温吸附模型比较4种复合改性膨润土的除磷性能,并探究投药量和pH对复合改性膨润土除磷除藻的影响。结果表明,4种材料吸附磷的过程均能由准二级动力学模型和Langmuir等温吸附模型描述。其中,PAC-La的磷吸附容量最大(44.677 mg/g);投药量为300 mg/L时,总磷(TP)去除率最高的是PAC-La(94.1%),叶绿素a(Chla)去除率最高的是PFS-La(78.2%);在pH为5～10时,PAC-La除磷除藻效果受pH影响最小。实验结果表明,采用絮凝剂-镧复合改性膨润土能够同步去除富营养化水体中的磷和藻类,尤其是采用PAC-La性能最优。     

悬浮复合填料对改良多级A/O工艺处理低碳氮比生活污水同步脱氮除磷的影响

针对改良多级A/O工艺处理低碳氮比生活污水难以同时兼顾脱氮除磷的问题,考察了内置式悬浮球中填加海绵块(填料A)和内置式悬浮球中填加海绵块、海绵铁和聚氯乙烯泡沫(填料B)两种悬浮复合填料的效果。结果表明,悬浮复合填料的添加可以在保证COD去除效果的基础上同时兼顾脱氮除磷。出水COD和氨氮可以达到《城镇污水处理厂污染物排放标准》(GB18918—2002)的一级A标准。填料B的脱氮除磷效果均优于填料A。可以通过添加外加碳源增强脱氮的主要限制步骤(反硝化作用),从而进一步提高脱氮效果,有望出水TN达到GB 18918—2002的一级A标准。     

碳氮磷比例失调城市污水的同步脱氮除磷

为解决现行同步脱氮除磷工艺处理南方地区碳、氮、磷比例失调城市污水中,因C/N、C/P偏低,碳源不足而降低脱氮除磷效率的难题,试验以碳源偏低的广州市城市污水为研究对象,采用厌氧/好氧交替运行的SBR系统,通过对厌氧、好氧时段的合理调控,在无需额外添加碳源的条件下,有机物、氨氮、总氮和总磷的平均去除率分别可达90%、72%、41%和99%,不仅能使有机物和氮的出水指标达到国家排放标准,而且总磷出水浓度能达0.5 mg/L以下。通过进一步分析同步高效脱氮除磷的影响因素和控制条件,得出合理污泥龄的控制是实现同步脱氮除磷的关键,厌氧/好氧交替运行的方式不仅强化了磷的释放和吸收,而且降低了碳源偏低和硝酸盐对同步脱氮除磷影响的结论。     

钱塘江引水降氮示范工程的构建和运行研究

针对杭州西湖钱塘江引水低碳高氮的特点,提出以改性水草塘—复合垂直流人工湿地(IVCW)相耦合的生物—生态工艺进行引水处理,对该引水降氮示范工程的构建和运行效果进行了跟踪研究。结果表明,整个稳定运行期间(2012年7月19日至11月19日),耦合工艺对COD、TN、硝酸盐氮、TP的平均去除率分别为52.27%、52.49%、53.69%、52.79%,系统出水满足《地表水环境质量标准》(GB 3838—2002)Ⅳ标准;改性水草塘和IVCW单元作为耦合工艺的两个重要组成部分,在脱氮、除磷方面优势互补,从而共同保证出水水质的稳定;在改性水草塘单元,温度与COD的去除效果呈负相关关系,进水C/N与TN去除效果呈正相关关系;而在IVCW单元,温度与COD、TN的去除效果均呈线性正相关关系,进水C/N与两者的去除效果也呈正相关关系,且对COD的影响要大于对TN的影响。     

载锆活性炭吸附水中对硝基苯酚和磷的研究

为了研究能有效同步去除水中有机、无机污染物的吸附剂,通过前驱体原位沉积法在活性炭表面负载锆氧化物制备得到复合吸附剂载锆活性炭,并对其去除水中对硝基苯酚(PNP)和磷的性能进行评价。结果表明:载锆活性炭对PNP和磷的吸附效果优于未改性活性炭;Langmuir吸附等温模型均能很好地描述载锆活性炭对两种污染物的吸附过程;载锆活性炭对PNP和磷的吸附过程分别符合准二级动力学模型和准一级动力学模型;离子强度对载锆活性炭的吸附磷能力影响不大,说明载锆活性炭对磷具有较好的吸附选择性。PNP和磷共存时,载锆活性炭依然有较好的吸附性能,表明该复合吸附剂可用于同步去除水中的有机、无机污染物。使用5%(质量分数)氯化钠溶液和5%(质量分数)氢氧化钠溶液可对吸附饱和的载锆活性炭进行再生,通过多次循环实验后脱附率较高且稳定,说明载锆活性炭具有良好的再生潜能。     

凹凸棒石-钢渣复合滤料用于农村分散式生活污水脱氮除磷

针对分散式农村生活污水,开展了凹凸棒石-钢渣复合滤料脱氮除磷的室内研究,采用批式实验确认了最佳复配比例,探讨了环境因素(反应时间、初始pH值、水温和阴离子表面活性剂(AS))的影响,并采用滤柱实验分析了复合滤料的长期运行效果。结果表明,凹凸棒石:钢渣比宜采用6∶1(质量比)。反应时间显著影响复合滤料的脱氮除磷效果,且反应时间可采用2 h。初始pH值显著影响脱氮除磷效果,中性条件有利于脱氮,而碱性条件有利于除磷。水温明显影响脱氮效果,但较小影响除磷效果。AS基本未影响脱氮效果,但显著影响除磷效果。滤柱的NH_4~+-N和P去除率分别达90.5%~94.2%和61.3%~64.2%。凹凸棒石-钢渣复配滤料具有连续稳定地脱氮除磷能力,且最佳HRT宜采用1.25 h。     

人工湿地脱氮除磷特性研究

针对流域水体富营养化加剧和二级处理水氮磷指标较高的问题,提出以人工湿地对二级出水继续低耗、理想地脱氮除磷。研究中通过对照不同进水水质条件下,不同结构人工湿地的脱氮除磷效能,探讨了人工湿地内的主要脱氮除磷途径。研究表明,表面流湿地内植物对氨氮吸收／吸附和硝化过程为主要氮转化途径,潜流湿地内直接反硝化过程为主要脱氮途径,脱氮效率30％～40％;磷在人工湿地内主要依赖除磷填料床的物化吸附、共沉淀去除,除磷效率达80％以上。     

Lead removal in fixed-bed columns by zeolite and sepiolite

The removal efficiency of zeolite (clinoptilolite) and sepiolite from lead containing aqueous solutions was investigated. A series of experiments were conducted in batch-wise and fixed-bed columns. Synthetic wastewaters containing lead (50 mg l (-1)) and acetic acid (0.001 N) along with untreated and regenerated clinoptilolites and sepiolites were used in the adsorption studies. Batch tests were mainly conducted to isolate the magnitude of lead precipitation from real adsorption. Adsorption isotherms for both abstraction and adsorption were constructed. The removal of lead is found to be a sum of adsorption induced by ion exchange and precipitation of lead hydroxide. The breakthrough curves were obtained under different conditions by plotting the normalized effluent lead concentration (C/C0) versus bed volume (BV). The ion exchange capacity of sepiolite and clinoptilolite for lead removal showed good performance up to approximately 100 and 120 BV where the C/C0 remained below 0.1, respectively. The lead removal capacity of clinoptilolite bed from wastewater containing only lead yielded 45% higher performance compared to that of acetic acid partly due to a decrease in the effluent pH and consequently in precipitation. Also, the presence of acetic acid in the sepiolite column decreased the bed volumes treated by about 40%. Removal efficiency of lead-acetic system both in untreated clinoptilolite and sepiolite columns was found higher than that in regenerated columns.     

微絮凝-直接过滤工艺在城市污水深度处理中的应用研究

微絮凝 -直接过滤工艺是一种将混凝反应、沉淀截留集中在同一滤柱内同步完成的高效水处理工艺。该工艺应用于城市污水的深度处理中 ,通过絮凝剂的加入 ,具有同步去除PO3 -4 P、SS和部分COD的功能。本文研究了该工艺对二级处理出水中PO3 -4 P、SS和COD的去除效果及其规律。研究表明 :采用聚合氯化铁 (PFC)作为絮凝剂 ,当Fe/P摩尔比为 2∶1时 ,水中PO3 -4 P的去除率达 98.8% ,浓度可降至 0 .1mg/L以下 ,同时SS、COD去除率也有明显提高。与传统的混凝、沉淀除磷工艺相比 ,该工艺具有操作简单、结构紧凑、占地面积小、污泥量少等优点 ,是一种更为经济和简单的处理单元 ,适用于现有城市污水处理厂的除磷和进一步提高水质的深度处理     

A~2/O＋硫磺填料柱组合工艺脱氮除磷的效果

以某城市污水厂进水为研究对象,采用A2/O＋硫磺填料反应柱组合工艺,考察其对COD、总氮、总磷以及溶解性磷处理效果的改善。组合工艺出水水质稳定后,连续运行55 d,并对工艺的出水进行常规指标分析。结果表明：组合工艺的脱氮除磷效果较单个A2/O工艺都得到了较大的改善,而COD去除效果变化不大。A2/O系统对COD有良好的去除效果,出水的COD平均去除率能达到94%;TN和TP去除效果相对较差,出水平均去除率分别为60%和57.4%。经硫磺填料反应柱的脱氮除磷作用,系统出水TN去除率提高到84%,TP去除率提高到69.8%,COD去除率变化不大,升高到95.3%。     

A2/O+硫磺填料柱组合工艺脱氮除磷的效果

以某城市污水厂进水为研究对象,采用A2/O+硫磺填料反应柱组合工艺,考察其对COD、总氮、总磷以及溶解性磷处理效果的改善。组合工艺出水水质稳定后,连续运行55 d,并对工艺的出水进行常规指标分析。结果表明:组合工艺的脱氮除磷效果较单个A2/O工艺都得到了较大的改善,而COD去除效果变化不大。A2/O系统对COD有良好的去除效果,出水的COD平均去除率能达到94%;TN和TP去除效果相对较差,出水平均去除率分别为60%和57.4%。经硫磺填料反应柱的脱氮除磷作用,系统出水TN去除率提高到84%,TP去除率提高到69.8%,COD去除率变化不大,升高到95.3%。     

铁改性海泡石除锑的影响因素研究

选择廉价海泡石, 用氯化铁对其改性。研究铁改性海泡石对锑的吸附特性。结果表明，氯化铁浓度、吸附时间、初始锑浓度以及温度等因素对锑的吸附影响较大，溶液初始pH影响不明显。在初始锑浓度50 mg/L，pH 6.8，5%氯化铁改性海泡石投加量为2 g/L，吸附90 min, 温度35℃下，吸附量可达21.6 mg/g。海泡石对吸附锑具有缓冲特性，溶液的初始pH值在3.1～10.1范围时，吸附后溶液的最终pH值为8～8.5。IMS吸附锑是放热过程。改性后海泡石比表面积增大，表面羟基数量增加，导致其吸附能力增强。通过XRD谱图并未发现铁晶体的存在。     

Removal of xenobiotics from effluent discharge by adsorption on zeolite and expanded clay: an alternative to activated carbon?

Xenobiotics such as pesticides and pharmaceuticals are an increasingly large problem in aquatic environments. A fixed-bed adsorption filter, used as tertiary stage of sewage treatment, could be a solution to decrease xenobiotics concentrations in wastewater treatment plants (WWTPs) effluent. The adsorption efficiency of two mineral adsorbent materials (expanded clay (EC) and zeolite (ZE)), both seen as a possible alternative to activated carbon (AC), was evaluated in batch tests. Experiments involving secondary treated domestic wastewater spiked with a cocktail of ten xenobiotics (eight pharmaceuticals and two pesticides) known to be poorly eliminated in conventional biological process were carried out. Removal efficiencies and partitions coefficients were calculated for two levels of initial xenobiotic concentration, i.e, concentrations lower to 10 μg/L and concentrations ranged from 100 to 1,000 μg/L. While AC was the most efficient adsorbent material, both alternative adsorbent materials showed good adsorption efficiencies for all ten xenobiotics (from 50 to 100 % depending on the xenobiotic/adsorbent material pair). For all the targeted xenobiotics, at lower concentrations, EC presented the best adsorption potential with higher partition coefficients, confirming the results in terms of removal efficiencies. Nevertheless, Zeolite presents virtually the same adsorption potential for both high and low xenobiotics concentrations to be treated. According to this first batch investigation, ZE and EC could be used as alternative absorbent materials to AC in WWTP.     

Using iron-loaded sepiolite obtained by adsorption as a catalyst in the electro-Fenton oxidation of Reactive Black 5

This study explores the possibility of using iron-loaded sepiolite, obtained by recovering iron from polluted water, as a catalyst in the electro-Fenton oxidation of organic pollutants in textile effluents. The removal of iron ions from aqueous solution by adsorption on sepiolite was studied in batch tests at iron concentrations between 100 and 1,000 ppm. Electro-Fenton experiments were carried out in an electrochemical cell with a working volume of 0.15 L, an air flow of 1 L/min, and 3 g of iron-loaded sepiolite. An electric field was applied using a boron-doped diamond anode and a graphite sheet cathode connected to a direct current power supply with a constant potential drop. Reactive Black 5 (100 mg/L) was selected as the model dye. The adsorption isotherms proved the ability of the used adsorbent. The removal of the iron ion by adsorption on sepiolite was in the range of 80–100 % for the studied concentration range. The Langmuir and Freundlich isotherms were found to be applicable in terms of the relatively high regression values. Iron-loaded sepiolite could be used as an effective heterogeneous catalyst for the degradation of organic dyes in the electro-Fenton process. Successive batch processes were performed at optimal working conditions (5 V and pH 2). The results indicate the suitability of the proposed combined process, adsorption to iron remediation followed by the application of the obtained iron-loaded sepiolite to the electro-Fenton technique, to oxidize polluted effluents.     

养猪场废水处理工艺研究

采用接触氧化－水解－两段接触氧化－混凝工艺处理高浓度养殖废水,通过试验得到最佳工艺参数,在最佳试验条件下,进水ＣＯＤｃｒ小于５０００ｍｇ／Ｌ,经处理后出水ＣＯＤｃｒ平均去地９７％,ＢＯＤ５去除率大于９８％,氨氮去除率大于９６％,各项主要指标可达污水综合排放标准一级标准。     

单级与二级BAF工艺除碳硝化效能的对比研究

在总曝气量、HRT、水温、进水水质相同的条件下,对比研究了单级(BAF C/N)和二级曝气生物液池(BAF C+N)处理生活污水的除碳硝化效能。结果表明,将除碳和硝化分级有利于提高BAF工艺的处理效能。分级后,C柱较C/N柱具有更高的COD去除容积负荷,且出水COD浓度稳定低于50 mg/L;二级BAF工艺出水NH4+-N浓度由单级BAF的5～12 mg/L降至5 mg/L以下,且N柱在pH<6.3时依然能够进行硝化;N柱中下部具有较高的微生物活性,平均比耗氧速率为32 mg O2/(g VAS·h)。二级BAF中C柱的反冲洗周期和强度与单级BAF相同,而N柱的反冲洗周期则延长至5～7 d,能够降低反冲洗能耗和用水量。     

内置缺氧区的改良型Pasveer氧化沟工艺脱氮除磷性能研究

针对传统Pasveer氧化沟内缺氧段碳源难以被反硝化菌充分利用的问题,采用内置缺氧区的改良型Pasveer氧化沟工艺,并进行中试规模实验研究,考察了不同内回流比条件下系统的脱氮除磷效果。研究结果表明,在内回流比为200%的情况下,系统的脱氮除磷效果最好,出水TN和TP的浓度分别降至12.7 mg/L和0.34 mg/L,去除率分别达到61.9%和89.2%。内置缺氧区的设置一方面能使有限的碳源充分用于反硝化,另一方面,促使了反硝化吸磷现象的发生,这使得系统在进水碳源较低的情况下仍能够获得上佳的脱氮除磷效果。但是,过高的内回流比会导致好氧区亚硝酸盐的积累,这对生物除磷是不利的。