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951.
为探究长江南京段水源水中有机磷酸酯(organophosphate esters,OPEs)的污染特征、时空分布、生态风险和健康风险,利用固相萃取-高效液相色谱-串联质谱法测定了13种OPEs.结果表明,除磷酸三(2,3-二溴丙基)酯外,其余12种OPEs均有不同程度的检出,总浓度范围为85. 21~1 557. 96 ng·L~(-1),氯代烷基磷酸酯是主要化合物,其中检出浓度最高的是磷酸三(2-氯乙基)酯[tri(2-chloroethyl) phosphate,TCEP],高达447. 08 ng·L~(-1).长江南京段水源水中OPEs呈现明显的季节变化特征,夏季总检出浓度为220~1557. 96 ng·L~(-1),平均浓度是493. 78 ng·L~(-1),是春秋季的1. 7~2. 6倍.生态风险评估显示磷酸三甲苯酯和2-乙基己基二苯基磷酸酯对有机体(藻类,甲壳类动物和鱼类)具有中或高等风险.高暴露浓度下,OPEs的总非致癌风险为4. 41×10~(-3)~2. 91×10~(-2),均小于1,0~3个月的婴儿最高,总致癌风险值为5. 88×10~(-7)~3. 89×10~(-6),其中TCEP和磷酸三(1,3-二氯-2-丙基)酯对儿童有潜在的致癌风险.长江南京段水源水中OPEs对儿童的长期暴露风险需引起高度重视. 相似文献
952.
滤速与水质对低温含铁锰氨地下水中氨去除的影响 总被引:2,自引:1,他引:1
在某除铁锰氨氮地下水水厂,以中试滤柱开展了低温(6~8℃)生物除铁锰硝化耦合CANON[Fe(Ⅱ) 2.91~6.35 mg·L~(-1)、 Mn(Ⅱ) 0.47~0.98 mg·L~(-1)和NH~+_4-N 1.15~2.26 mg·L~(-1)]工艺运行实验,探究滤速与水质对氨氮去除的影响.结果表明,停运1个月的成熟低温铁锰氨生物滤柱以2 m·h~(-1)的滤速经过40 d的培养,成功启动了低温生物除铁锰硝化耦合CANON工艺.在此工艺中当保持进水浓度不变,提升滤速会降低滤柱对氨氮的网捕效率,增加滤层深处的氨氮浓度,提高滤层深处AnAOB对氨氮离子的网捕效率,进而导致水中经CANON作用去除的氨氮增加,而硝化作用去除的氨氮降低;当保持滤速不变,提升进水氨氮浓度会使更高浓度的氨氮进入滤层,增加了氨氮和亚氮共存区域中氨氮的浓度,提高了滤层中AnAOB对氨氮离子的网捕效率,进而导致CANON作用去除的氨氮增加. 相似文献
953.
954.
Photolysis of some polycyclic aromatic hydrocarbons (PAHs) on soil surfaces may play an important role in the fate of PAHs in the environment.Photolysis of PAHs on soil surfaces under UV irradiation was investigated.The effects of oxygen,irradiation intensity and soil moisture on the degradation of the three PAHs were observed.The results showed that oxygen,soil moisture and irradiation intensity enhanced the photolysis of the three PAHs on soil surfaces.The degradation of the three PAHs on soil surfaces is related to their absorption spectra and the oxidation-half-wave potential.The photolysis of PAHs on soil surfaces in the presence of oxygen followed pseudo first-order kinetics.The photolysis half-lives ranged from 37.87 days for benzo[a]pyrene to 58.73 days for phenanthrene.The results indicate that photolysis is a successful way to remediate PAHs-contaminated soils. 相似文献
955.
Removal of nitric oxide from simulated flue gas via denitrification in a hollow-fiber membrane bioreactor 总被引:1,自引:0,他引:1
Xinyu Zhang Ruofei Jin Guangfei Liu Xiyang Dong Jiti Zhou Aijie Wang 《环境科学学报(英文版)》2013,25(11):2239-2246
A hollow-fiber membrane bioreactor(HMBR) was studied for its ability to treat nitric oxide(NO) from simulated flue gas. The HMBR was operated for 9 months and showed a maximum elimination capacity of 702 mg NO/(m2·day) with a removal efciency of 86%(gas residence time of 30 sec, inlet NO concentration of 2680 mg/m3, pH 8). Varying operation parameters were tested to determine the stability and response of the HMBR. Both the inlet NO concentration and gas residence time influenced the removal of NO in the HMBR. NO elimination capacity increased with an increase in inlet NO concentration or a shortening of gas residence time. Higher removal efciency of NO was obtained at a longer gas residence time or a lower inlet NO concentration. Microbial communities of the HMBR were sensitive to the variation in pH value and alkalescence corresponding to an optimum pH value of 8. In addition, NO elimination capacity and removal efciency were inversely proportional to the inlet oxygen concentration. Sulfur dioxide had no great influence on elimination capacity and removal efciency of NO. Product analysis was performed to study N2O and N2 production and confirmed that the majority of the microorganisms were denitrifying bacteria in the HMBR. Compared to other bioreactors treating NO, this study showed that the denitrifying HMBR was a good option for the removal of NO. 相似文献
956.
In acidic solution, thiocyanate molecules reacted with ferric ions to produce red complexes. The concentration of thiocyanate could be determined by spectrophotometer. The effects of wavelength, volume of color reagent, acidity and color time on absorbance were investigated. The interferences of co-existing ion were discussed as well. Results showed that the relation between absorbance and the concentration of thiocyanate was in accord with Beer's law when the concentration of thiocyanate was 2-20 mg/L. The linear regression equation was Absorbance = 0.0523 Concentration-0.0156, with a linear correlation coefficient of 0.9997. The average recovery rates of two kinds of vacuum carbonate desulfurization wastewater were 100.95% and 99.62%, and relative standard deviations were 0.79% and 0.14% respectively. It shows that the method was quick, high precision, accurate and easy to handle. 相似文献
957.
选择煤渣、锯末、沸石、麦饭石、土壤和马尼拉草构建了城市河岸带改造滤岸中试模型,并对其去除城市降雨径流中氮磷污染物能力进行了研究.结果表明,改造滤岸对表面径流和下渗径流中NH4+-N和TP具有良好的净化效果和较强的去除能力;NH4+-N平均去除率分别为66.5%和83.7%,TP平均去除率分别为42.6%和96.2%,出水水质分别可达国家地表水Ⅳ类和Ⅲ类水标准,模型稳定后对表层径流和下渗径流中TN的去除率可达20%左右;模型对NH4+-N、TN和TP的处理负荷分别为634.1~1114.5 mg-m-2·h-1、102.2 ~594.2mg· m-2·h-1和20.6~ 209.0 mg·m-2· h-1,表面径流大于下渗径流.模型内碳源(锯末)以及其他介质的添加虽然能够提高氮的转化能力,但也会影响模型对TN的去除率;下凹断面和末端断面对氮磷的去除率和去除负荷间存在一定的差异,但随着模型的稳定其差异逐渐降低.模型对氮磷的处理负荷与入水氮磷浓度呈显著正相关,说明模型具有一定的抗冲击能力. 相似文献
958.
采用荧光假单胞菌(Pseudomonas fluorescen,简称pf菌)与Fe0微粒构建Fe0/pf菌联合体系,处理了含偶氮类染料-直接耐晒黑(C.I.Direct black 19,简称DB19)废水.在中温((35±2)℃)条件下,比较了纯pf菌、纯Fe0微粒和Fe0/pf菌联合体系的脱色能力,并探讨了联合体系中供氧条件、初始pH值、Fe0投加量和染料初始浓度等因素对DB19脱色的影响.结果表明,在微需氧、菌接种量为5%(体积比)的条件下,染料初始浓度为100 mg·L-1、初始pH =7.0、Fe0投加量为500 mg·L-1时,联合体系内脱氢酶活性最高,处理约30 h后可实现90%以上的脱色率;与纯pf菌比较,Fe0/pf菌联合体系达到该脱色率的时间可提前约40 h.UV-vis和FT-IR光谱分析表明,联合体系中DB19染料的脱色过程是通过偶氮键断裂来实现的,而且部分含苯环或萘环结构的中间产物也可被降解. 相似文献
959.
960.