基于光纤光栅的地基土瞬态应变响应试验研究

为掌握冲击荷载下一定范围内地基土的应变发展、分布和变化规律,采用光纤布拉格光栅(FBG)技术,通过在级配连续的均匀密砂地基中水平埋设三层传感光纤,获得了不同落球高度条件下土体内部应变的动态响应。试验结果表明,各组试验中土体应变经历了幂律增长、线性增长、幂律减小(回弹)和残余应变(稳定)的四个阶段。土体达到峰值应变的时刻存在高度一致性,试验中测得约为100 ms;冲击荷载的影响深度在20 cm左右,为钢球直径的4~5倍。在相同FBG埋深条件下,土体应变随钢球落高增加呈近线性增长;在相同钢球落高条件下,土体应变随FBG埋深增加呈指数减小。研究成果对揭示土体应变发展机理、估算地基土体强度参数和快速测定含水率的进一步探索具有一定的指导意义。     

多级A/OVTBR组合工艺处理焦化废水

采用水解酸化、多级A/O垂直折流生物膜反应器(vertical tubulant biological reactor,VTBR)、混凝和Fenton氧化组合技术对实际焦化废水进行处理。其中水解酸化预处理阶段提高了废水可生化性,混凝降低了生化处理的有机负荷,一级A/O VTBR以脱碳为主,二级A/O VTBR主要脱碳和脱氮,三级好氧VTBR强化对氨氮的去除,Fenton氧化则对生化出水进行深度处理。试验结果表明:在进水ρ(COD)为3 000～3 500 mg/L,ρ(BOD5)为1 212 mg/L,ρ(NH3-N)为109 mg/L条件下,保持好氧段ρ(DO)为3～7 mg/L,缺氧段ρ(DO)<1 mg/L,总停留时间HRT 56 h,该工艺对COD、BOD5、NH3-N的去除率分别为98%、99%、95%,出水达GB8978-1996《污水综合排放标准》中的一级排放标准。     

蜡染印花工艺废水处理设计及运行

设计运行了整个蜡染印花废水处理工程,皂化脱蜡废水松香回收新工艺,即采用两步调pH法-周边自重力进水法,回收率可达98%以上;机械洗蜡废水分流后经双级气浮处理,蜡回收率和处理水回用率可达90%以上;洗蜡废水经蜡回收后出水与其他废水混合后经初级混凝沉淀-水解酸化-好氧生化(A/O工艺)-辐流沉淀组合工艺处理,出水ρ(COD)均值约为130 mg/L,ρ(NH3-N)为3.36 mg/L,然后进入市政管网进行深度处理。     

Preparation and assay of C-glucosyltransferase from roots of Pueraria lobata

C-glucosyltransferase (EC 2.4.1.X) is one of the key enzymes for the biosynthesis of puerarin. This paper describes the methodology in purification and assay of the enzyme for the first time in Puerarin lobata (Wild.) Ohwi. C-glucosyltransferase from roots of P. lobata was extracted and partially purified by (NH4)2SO4 saturation. The effects of pH, temperature, and substrate concentration on the activity of the enzyme were investigated. The properties of the puerarin produced by C-glucosyltransferase were studied by thin layer chromatography (TLC) and high performance liquid chromatography (HPLC). The peak activity of C-glucosyltransferase was detected in fraction of by 80% saturation of (NH4)2SO4 and the optimal conditions for enzymatic reaction were 35.5 micromol l(-1) of isoliquiritigenin and 560 micromol l(-1) of UDP-G at pH 8.1, 28 degrees C for 1 h. Mn2+ at 1 mmol l(-1) and Al3+ at 1 mmol l(-1) increased the enzyme activity, while Mg2+ inhibited its activity. The enzyme activity in Nicotiana tabacum and P. lobata were detected under the above assay conditions. Higher activity was found in roots than in leaves and stems of P. lobata, while no enzyme activity was detected in leaves of N. tabacum. It was the first time that activity of C-glucosyltransferase, which transforms isoliquiritigenin to puerarin, was detected in P. lobata.     

预处理-气浮-氧化沟工艺处理再生纸废水

介绍了预处理-气浮-氧化沟工艺在再生纸废水处理工程中的应用。运行结果表明:该工艺处理效果稳定,耐冲击负荷能力强,进水ρ(COD)、ρ(BOD5)、ρ(SS)分别为1542,654,2254mg/L时,出水分别为77,38,22mg/L,系统出水水质达GB3544-2001《造纸工业水污染物排放标准》。     

烟气脱硫设施运行及脱硫电价实时监控系统设计

由于缺乏有效监管手段,目前脱硫设施实际投运情况不理想。设计了一套B/S架构的烟气脱硫设施运行及脱硫电价实时监控系统,分为数据采集、数据通讯、数据处理及发布3个子系统。选择能全面反映脱硫设施运行状况的28个信号,采用"共享-分流"信号防伪采集技术进行采集,通过电力系统内载波电话拨号与无线GPRS两种通讯方式相互竞争、互为备用来实现可靠通讯,并经过软件防伪判别模块和统计运算后以WEB形式发布。数据以5m in的间隔实时刷新,且每小时更新脱硫投入率、脱硫电价款等报表数据。     

宜兴市清源污水处理厂升级改造工艺设计

宜兴市清源污水处理厂升级改造工程设计规模5×104m3/d,采用强化生物脱氮、机械微过滤(盘片过滤)工艺,利用现有池容进行内部改造,同时增加深度处理设施,提高出水标准,改造后出水ρ(COD)、ρ(BOD5)、ρ(SS)、ρ(NH3-N)、ρ(TN)和ρ(TP)平均值分别为34,6,5,1.3,10.3和0.36mg/L,各项水质指标均达GB18918-2002《城镇污水处理厂污染物排放标准》一级A标准。     

全氟化合物的生物富集效应研究进展

研究污染物的生物富集效应,对于预测污染物在生物体内的含量、建立环境标准以及评估污染物的生态风险具有重要的意义。结合近年来国内外报道的有关全氟化合物（PFCs）的生物浓缩因子（BCF）、生物富集因子（BAF）、生物放大因子（BMF）和营养级放大因子（TMF）等参数,对PFCs的生物富集效应及其影响因素进行了综述。研究结果表明,氟代碳原子数高于7的PFCs一般在生物体或食物链（网）上具有生物富集效应,而氟代碳原子数低于7的PFCs的生物富集效应较低。PFCs的理化性质（碳链长度、碳链末端基团类型和是否含有支链等）、生物的种类及其生理生化参数（体长、体重和性别等）和环境条件（生态系统的组成、水温和污染物含量等）等都影响PFCs在生物体内或食物链（网）上的富集。综观当前研究成果,PFCs在食物链（网）上生物放大效应研究主要集中于极地地区海洋食物网,应加强其他区域（特别是典型污染区域）、各种类型食物网（如淡水食物网和陆生食物网）上PFCs的生物富集效应及其影响因素研究,为全面评估PFCs的生态风险提供基础数据。     

Bioreduction of nitrate in groundwater using a pilot-scale hydrogen-based membrane biofilm reactor

A long-term pilot-scale H₂-based membrane biofilm reactor (MBfR) was tested for removal of nitrate from actual groundwater. A key feature of this second-generation pilot MBfR is that it employed lower cost polyester hollow fibers and still achieved high loading rate. The steady-state maximum nitrate surface loading at which the effluent nitrate and nitrite concentrations were below the Maximum Contaminant Level (MCL) was at least 5.9 g·N·(m²·d)^?1, which corresponds to a maximum volumetric loading of at least 7.7 kg·N·(m³·d) ^?1. The steady-state maximum nitrate surface area loading was higher than the highest nitrate surface loading reported in the first-generation MBfRs using composite fibers (2.6 g·N·(m²·d)^?1). This work also evaluated the H₂-utilization efficiency in MBfR. The measured H₂ supply rate was only slightly higher than the stoichiometric H₂-utilization rate. Thus, H₂ utilization was controlled by diffusion and was close to 100% efficiency, as long as biofilm accumulated on the polyester-fiber surface and the fibers had no leaks.     

油气钻井作业对地下水污染治理研究＊

分析了钻井作业对地下水污染的特点、污染途径,针对性地提出了钻井作业对地下水污染的预防措施,以及污染物处理技术,其中氧化还原技术、气体抽取技术、环境生物技术主要用于有机物污染治理,SRB技术、废弃钻井液固化技术、钻井液转换为水泥浆(MTC)的固井技术可用于处理废弃钻井液。钻井引起的污染治理应以"预防为主,防治结合",切实推行清洁生产和HSE管理。