格栅加筋废弃钢渣的强度特性试验研究

提出了格栅加筋废弃钢渣的土工回填新技术,通过三轴固结排水试验研究格栅加筋废弃钢渣的抗剪强度特性。以玄武岩纤维格栅和江苏永钢废弃钢渣为例,分析在不同相对密实度、格栅加筋层数和围压下的格栅加筋废弃钢渣的应力应变特性,将格栅加筋废弃钢渣的抗剪强度特性与传统土、特殊土的抗剪强度特性以及前人研究的格栅或格室加筋特殊土的抗剪强度特性进行了比较。结果表明:各工况下的格栅加筋钢渣的黏聚力强度都远大于传统土类,且内摩擦强度也较高,达到砂类的摩擦强度;各工况下的格栅加筋钢渣的黏聚力强度弱于黄土与膨胀土,但其内摩擦强度则高于膨胀土与黄土。表明格栅加筋钢渣在较多工况下比传统土、特殊土以及格栅或格室加筋特殊土拥有更高的抗剪强度特性,可替换砂土应用于软基处理或加筋回填工程中。     

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。     

程海冬季水华暴发期间氮、磷营养元素的形态与分布

氮、磷营养元素是湖泊生态系统中极其重要的生态因子,它们以不同形态存在于湖泊水体中,表现出不同的地球化学行为和生态效应,从而支配着湖泊生态系统的生产力水平和湖泊富营养化进程。通过设置3个断面9个采样站14个采样点,研究了程海湖水体中氮、磷营养元素的形态与分布,结果表明：2009年11月23日—2010年2月20日,以铜绿微囊藻（Microcystis aeruginosa Kutz.）为主的程海冬季水华暴发期间,总氮质量浓度0.540~3.906 mg.L-1,平均0.836 mg.L-1;总磷质量浓度0.036~0.166 mg.L-1,平均0.061 mg.L-1。其中,溶解态氮、溶解态磷分别为61.7%和50.8%。溶解态氮以有机氮为主,溶解态磷则以无机磷为主。水华期间生物可直接利用氮质量浓度0.118 mg.L-1;生物可直接利用磷质量浓度0.021 mg.L-1,分别占总氮、总磷质量浓度的14.1%和34.4%,显示出此特定时期,氮的消耗速度较磷快。氮素、磷素及其赋存形态在程海的时间分布上有不同的节奏;水平分布差异不明显;垂直分布在水表层至亚底层的水柱中差异也不明显,而在湖底层最高。     

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.