复合改性海泡石同步处理废水中的氮磷

采用盐热和稀土掺杂制备复合改性海泡石,研究了复合改性海泡石对废水中N、P的吸附特征和去除效果。结果表明,与海泡石原矿粉比较,复合改性海泡石的脱氮除磷能力分别提高49.71%和90.14%;复合改性海泡石对N、P的吸附可以用Langmuir吸附模型描述,获得的最大吸附量分别为1.165和1.121 mg/g;修正的Elovich模型能较好地描述复合改性海泡石吸附N、P的动力学过程;用NaOH溶液可以再生吸附材料,获得较好的脱氮除磷效果,再生次数以2次为宜;用复合改性海泡石处理污水处理站的二级生化出水,最终出水的pH、N和P含量均达到《城镇污水处理厂污染物排放标准》的要求。     

Selective removal of organochlorine pesticides (OCPs) from aqueous solution by triolein-embedded composite adsorbent

A novel composite adsorbent (CA-T) was used for the selective removal of organochlorine pesticides (OCPs) from aqueous solution. The adsorbent was composed of the supporting activated carbon and the surrounding triolein-embedded cellulose acetate membrane. Scanning electron microscopy (SEM), N2 adsorption isotherms and fluorescence methods were used to characterize the physicochemical properties of CA-T. Triolein was perfectly embedded in the cellulose acetate membrane and deposited on the surface of activated carbon. The adsorbent was stable in water and no triolein leakage was detected during the test periods. Some organochlorine pesticides (OCPs), such as dieldrin, endrin, aldrin, and heptachlor epoxide, were used as model contaminants and removed by CA-T in laboratory batch experiments. The adsorption isotherm followed the Freundlich equation and the kinetic data fitted well to the pseudo-second-order reaction model. Results also indicated that CA-T appeared to be a promising adsorbent with good selectivity and satisfactory removal rate for lipophilic OCPs from aqueous solutions when present in trace amounts. The adsorption rate and removal efficiency for lipophilic OCPs were positively related to their octanol-water partition coefficients (log K(ow)). Lower residual concentrations of OCPs were achieved when compared to granular activated carbon (GAC).     

PCDD/F, PAH and heavy metals in the sewage sludge from six wastewater treatment plants in Beijing, China

In order to better understand land application of sewage sludge, the characterization of heavy metals, PCDD/F and PAHs in sewage sludge was investigated from six different wastewater treatment plants (WWTP) in Beijing City, China. It was found that the total concentrations of Zn in Wujiacun (WJC) sewage sludge, and Cd and Hg in sewage sludge generated from all of the six different places are higher than Chinese regulation limit of pollutants for sludge to be used for agriculture (GB18918-2002). The levels of 16 PAHs that have been categorized as priority pollutants by US EPA in the sewage sludge samples varied from 2467 to 25923 microg/kg (dry weight), the highest values of 25923 microg/kg being found in WJC WWTP. The concentrations of Benzo[a]pyrene were as high as 6.1mg/kg dry weight in WJC sewage sludge, exceeding the maximum permitted content by GB18918-2002. Individual PAH content varies considerably with sewage samples. The ratios of anthracene to anthracene plus phenanthrene (An/178), benz[a]anthracene to benz[a]anthracene plus chrysene (BaA/228), indene[1,2,3-cd]pyrene to indene[1,2,3-cd]pyrene plus benzo[g,h,i]perylene (In/In+BP), and fluoranthene to fluoranthene plus pyrene (Fl/Fl+Py) suggest that petroleum and combustion of fossil fuel were the dominant contributions for the PAHs in sewage sludge. The concentrations of total PCDD/F in the sewage sludge ranged from 330 to 4245 pg/g d.w. The toxicity equivalent concentrations is between 3.47-88.24 pg I-TEQ according to NATO/CCMS, which is below Chinese legislation limit value proposed for land application. The PCDD/F congener/homologue profiles found in the Beijing samples indicated that the high chlorinated PCDD/F contamination might originate mainly from PCP-related source and depositional sources while the low chlorinated PCDD/F homologues could be originating from incineration or coal combustion. The major source of PCDD/Fs in Beijing sludge is still unclear.     

有机粘土和粘土对p,p'-DDE的吸附/解吸研究

采用批量平衡实验,研究阳离子表面活性剂十六烷基三甲基铵离子(HDTMA)改性的zeo-HDTMA(有机沸石)、mont-HDTMA(有机蒙脱土)和atta-HDTMA(有机凹凸棒土)及其原粘土对典型有机氯农药DDT代谢产物p,p'-DDE的吸附解吸特性.结果表明,随原粘土阳离子交换容量(CEC)的增大,有机粘土吸附量增大,且有机粘土的吸附量比原粘土大大提高;有机粘土和原粘土对p,p'-DDE的吸附能力顺序为:zeo-HDTMA＞mont-HDTMA＞atta-HDTMA≥mont(蒙脱土)＞atta(凹凸棒土)＞zeo(沸石),这一顺序与它们的有机碳质量分数大小顺序一致.原粘土对p,p'-DDE的吸附等温线符合Langmuir吸附等温方程,吸附呈单分子层形式,且存在竞争吸附;有机粘土对p,p'-DDE的吸附等温线符合Linear吸附等温方程,吸附是p,p'-DDE在有机粘土中有机相的分配所致.当CaCl2质量浓度从0增加到50 g/L时,mont-HDTMA对p,p'-DDE吸附量提高了10.3%.有机粘土和原粘土对p,p'-DDE的解吸率大小顺序为:zeo＞atta＞mont＞atta-HDTMA＞mont-HDTMA＞zeo-HDTMA,这一顺序与它们的有机碳质量分数大小顺序相反.     

3种运行模式下CAST工艺脱氮性能

以模拟城市污水为处理对象,采用循环式活性污泥法(CAST)反应器,对3种运行模式(M1:常规模式,M2:缺氧好氧模式、M3:缺氧好氧交替模式)下系统的脱氮性能进行了研究,比较了各模式下CAST反应器的氨氮和总氮的去除效率,并对各模式下典型周期内氮基质浓度变化进行了考察,以确定系统的脱氮模式。结果表明,在氨氮去除不成为限制条件(去除率90%)的条件下,3种运行模式下系统总氮的平均去除率分别为67.3%、70.6%和82.4%,以缺氧好氧交替模式下的最高;M1、M2和M3均可实现亚硝酸型硝化,但随着温度的升高,亚硝酸型硝化逐渐消失。静态实验分析表明,3种模式下系统的氨氧化速率大小次序为:vN:M1vN:M2vN:M3,反硝化速率大小次序为:vDN,M2vDN,M3vDN,M1。     

载Ni-Cu-K活性炭催化氧化法处理染料废水活性红X-3B

以载Ni活性炭为催化剂 ,用空气氧化模拟染料废水活性红X 3B。实验结果表明 ,负载在活性炭上的金属离子起到催化氧化的作用。活性炭对活性红X 3B的COD和色度的去除率能达到 98 74 %以上 ,较不加金属的活性炭去除率提高 30 % ,用活性炭处理浓度为 0 4g/L的模拟废水活性红X 3B ,投加量为 5g/L时 ,催化氧化效果最明显 ,催化氧化作用对色度的去除率达 2 5 33%。     

Fe0-厌氧微生物体系处理活性艳红X-3B的试验研究

采用间歇式摇床试验,研究了葡萄糖共基质条件下Fe0-厌氧微生物体系中Fe0投加量、pH值、染料初始浓度对活性艳红X-3B模拟废水脱色率的影响,比较了Fe0-厌氧微生物、纯厌氧微生物及纯Fe03种体系中废水的脱色效果.结果表明:Fe0-厌氧微生物体系中初始浓度(50～500 mg/L)对活性艳红X-3B的脱色率影响不大;而Fe0投加量、pH值存在一个最佳范围;当Fe0投加量为260 mg/L,pH值为6.0,污泥浓度为0.35 g VSS/L,停留时间约为30 h时,体系中活性艳红X-3B的脱色率可达90%左右,比相同试验条件下纯Fe0、纯厌氧微生物体系达到此脱色率所需时间分别缩短了约1/2、7/10.在Fe0-厌氧微生物体系中,由紫外可见分光光度分析可推测活性艳红X-3B的脱色机理主要是其偶氮键发生断裂,生成苯胺和萘类物质,而且苯胺和萘类物质能得到进一步降解.     

粉煤灰-膨润土阻隔墙控制地下水中镉污染

为了探究以固体废弃物粉煤灰和吸附性强的膨润土为材料制备的阻隔墙对镉污染的控制效果,采用微观表征、渗透实验、吸附实验、穿透实验、单轴抗压实验和侵蚀实验研究阻隔墙的性能。结果表明：阻隔墙材料的最佳质量配比为粉煤灰∶膨润土=5∶1,水泥质量占整个体系的5%;所得阻隔墙的渗透系数为1.11×10-8 m·s-1;最大抗压强度291.97 kPa;复合材料最大吸附率为98.38%。同时发现,固化体系中膨润土填充在粉煤灰球体的空隙处和表面,粉煤灰和膨润土都与水泥产生了水化产物和胶结物,Cd2+附着在阻隔材料表面;阻隔墙吸附的系统符合准一级动力学模型和Freundlich方程;系统的总吸附速率受液膜扩散与颗粒扩散同时影响;阻隔墙对Cd2+作用以物理吸附为主;墙体的抗碱腐蚀性比抗酸腐蚀性、耐有机污染物腐蚀性强。该研究可为将阻隔墙技术应用于地下水污染场地提供理论依据。     

Selective removal of organochlorine pesticides (OCPs) from aqueous solution by triolein-embedded composite adsorbent

A novel composite adsorbent (CA-T) was used for the selective removal of organochlorine pesticides (OCPs) from aqueous solution. The adsorbent was composed of the supporting activated carbon and the surrounding triolein-embedded cellulose acetate membrane. Scanning electron microscopy (SEM), N₂ adsorption isotherms and fluorescence methods were used to characterize the physicochemical properties of CA-T. Triolein was perfectly embedded in the cellulose acetate membrane and deposited on the surface of activated carbon. The adsorbent was stable in water and no triolein leakage was detected during the test periods. Some organochlorine pesticides (OCPs), such as dieldrin, endrin, aldrin, and heptachlor epoxide, were used as model contaminants and removed by CA-T in laboratory batch experiments. The adsorption isotherm followed the Freundlich equation and the kinetic data fitted well to the pseudo-second-order reaction model. Results also indicated that CA-T appeared to be a promising adsorbent with good selectivity and satisfactory removal rate for lipophilic OCPs from aqueous solutions when present in trace amounts. The adsorption rate and removal efficiency for lipophilic OCPs were positively related to their octanol-water partition coefficients (log K _ow). Lower residual concentrations of OCPs were achieved when compared to granular activated carbon (GAC).     

超声波/纳米铁协同降解氯代苯酚的试验

通过间歇试验对超声波/纳米铁协同降解氯代苯酚(CPs)废水进行了研究,结果表明,超声波/纳米铁协同对CPs的降解率明显高于单纯超声波和单纯纳米铁的降解率;协同体系、单纯超声波和单纯纳米铁降解CPs均符合准一级反应动力学,协同体系的降解速率较单纯超声波提高了5.1~5.6倍,较单纯纳米铁提高了17.7~21倍,并且比它们的几何迭加值高4倍以上;氯代苯酚降解的准一级速率常数和降解率满足以下规律:PCP>2,4,5-TCP>2,4-DCP>3-CP;探讨了混合废水的降解:在混合废水体系中,结构易裂解的优先降解,然后为浓度高的优先降解。