连续流砂过滤器深度处理市政污水的中试研究

采用好氧/缺氧连续流砂过滤器中试实验研究深度处理北京某污水处理厂二级出水。实验结果表明,当连续流砂过滤器好氧段聚合氯化铝投量为20 mg/L,缺氧段碳源投量为32 mg/L时,COD、NH+4-N、TN和TP的平均去除率分别为34.77%、86.54%、66.94%和84.10%,最终出水均达到北京市新(改、扩)建城镇污水处理厂排放A标准(DB11/890-2012)。克隆文库法分析石英砂表面生物膜中的细菌群落结构表明,其优势菌群为β-proteobacteria,其中大部分能以废水中碳源为电子供体还原硝酸盐。     

固体废物堆肥处理过程中生物过滤及其臭气处理技术

臭气控制与处理是堆肥过程不可缺少的环节，国际上对其重视程度越来越高。生物过滤技术是新型的堆肥臭气处理技术，十几年来各国研究人员对其进行了大量研究。介绍了该方法的发展和现状，并对各种生物过滤器的选材、结构和特点进行了归纳。同时总结了堆肥臭气的起因以及其它各种臭气控制与处理方法。     

Performances of biological aerated filter employing hollow fiber membrane segments of surface-improved poly （sulfone） as biofilm carriers

Using the surface of poly （sulfone） hollow fiber membrane segments as grafted layer, the hydrophilic acrylamide chain was grafted on by UV-photoinduced grafting polymerization. The gained improvement of surface wettability for the modified membrane was tested by measuring the contact-angle as well as FTIR spectra. Then correlation between the hydrophilic ability of support material and the biofilm adherence ability was demonstrated by comparing the pollutant removal rates from urban wastewater via two identical lab-scale up-flow biological aerated filters, one employed the surface wettability modified poly （sulfone） hollow fiber membrane segment as biofilm carder and the other employed unmodified membrane segment as biofilm carder. The experimental results showed that under the conditions of influent flux 5 L/h, hydraulic retention time 9 h and gas to liquid ratio （G/L） 10： 1, the removal rates of chemical oxygen demand （COD） and ammonium nitrogen （NH4^＋-N） for the modified packing filter and the unmodified packing filter was averaged at 83.64% and 96.25%, respectively, with the former filter being 5%-20% more than the latter. The effluent concentration of COD, NH4^＋-N and turbidity for the modified packing filter was 25.25 mg/L, 2 mg/L and 8 NTU, respectively. Moreover, the ammonium nitrogen removal performance of the filter packing the modified PSF was compared with the other bioreactor packing of an efficient floating medium. The biomass test indicated that the modified membrane matrixes provided better specific adhesion （3310-5653 mg TSS/L support）, which gave a mean of 1000 mg TSS/L more than the unmodified membrane did. In addition, the phenomenon of simultaneous denitrification on the inner surface of the support and nitrification on the outer surface was found in this work.     

Acute toxicity formation potential of benzophenone-type UV filters in chlorination disinfection process

Benzophenones （BPs） are a class of widely used UV filters, which have been frequently detected within multiple environmental matrices. Disinfection is a necessary process in water treatment processes. The transformation behaviors and toxicity changes of 14 BP-type UV filters during chlorination disinfection treatment were investigated in this study. A new index, the acute toxicity formation potential, was proposed to evaluate the toxicity changes and potential risks of BP-type UV filters during chlorination treatment. It was found that 13 of 14 BP-type UV filters exhibited toxicity decreases in the chlorination disinfection process, more or less, while one showed a toxicity increase. The toxicity changes were dependent on substitution effects, such that 2,4-di-hydroxylated or 3-hydroxylated BPs exhibited significant toxicity decreases after chlorination treatment due to the ready cleavage of the aromatic ring. Importantly, the acute toxicity changes could be duplicated in an ambient water matrix.     

新型后置反硝化工艺处理低C/N(C/P)比污水脱氮除磷性能研究

从内碳源有效利用角度出发,开发了新型连续流后置反硝化AOA工艺,将厌氧段混合液按一定比例分流至缺氧段,从而强化缺氧段反硝化除磷作用.进水NH₄⁺-N和PO₄^3--P浓度保持在(38.31±2.03) mg·L^-1和(5.74±0.13) mg·L^-1,在不同运行阶段进水COD分别控制在300 mg·L^-1和250 mg·L^-1,考察了AOA工艺处理低C/N(C/P)比污水过程影响因素.当进水C/N比和C/P比分别为7.41±0.26和52.36±1.25时,通过将SRT由10 d延长到16 d,系统TN和PO₄^3--P去除率分别稳定在65.86%±2.06%和90.00%±3.97%;当进水C/N比、C/P比降至6.14±0.32和43.40±1.37时,在SRT为16 d条件下,将A/O/A体积比由1/3/1调整为1/2/2,TN和PO₄^3--P去除率分别升至69.76%±3.36%和98.73%±1.82%.结果表明,采用控制SRT、调整好氧/缺氧HRT等策略,可保证处理低C/N(C/P)比污水AOA工艺高效稳定运行.     

活性炭纤维过滤器在室内空气净化中的试验研究

利用活性炭纤维过滤器可以有效地去除室内空气中二氧化硫（SO2）、氮氧化物（NOx)等有害气体。污染气体浓度不同去除效率不同，浓度一定，而改变通过过滤器的风量，去除效率则随之改变。     

颗粒层过滤器效率公式的新理论

本文分别用三种理论模型对颗粒层过滤除尘器的效率公式进行了推导并与常用颗粒层交率公式及实验数据进行了比较。结果表明三个新公式都比常用公式有效，尤其是第一个理论公式更接近于实验结果，完全可以取代常用颗粒层过滤效率公式。     

带有薄膜涂层管状陶瓷过滤元件制备与应用

介绍一种切向过滤器中薄膜涂层管状陶瓷过滤元件制备及这种切向过滤器在污水处理中应用。     

厌氧过滤器技术在PTA废水中的运用

通过厌氧过滤器技术在仪化PTA污水处理场的应用，对其处理效果、特点、启动、影响因素进行了分析、论述。