地铁隧道地震反应数值模拟与试验的对比分析

根据可液化土层上土-地铁隧道结构动力相互作用大型振动台模型试验结果，以软件ABAQUS为平台，将地基土-地铁隧道结构体系视为平面应变问题，采用记忆型嵌套面粘塑性动力本构模型和动塑性损伤模型分别模拟土体和隧道结构混凝土的动力特性，建立了土-地铁区间隧道非线性动力相互作用的有限元分析模型。对各种试验工况下地基土-地铁隧道结构体系的地震反应进行了数值模拟，并与试验结果进行了对比。结果表明：数值模拟与振动台模型试验结果基本一致，呈现出相似的规律性，相互验证了基于ABAQUS软件的力学建模和振动台试验结果的正确性。     

天然红土与苦草联合控制沉积物中磷释放

运用天然红土和苦草（RS+VS）的原位联合修复技术,探究单一及联合修复对污染底泥磷去除的影响.结果表明,RS与VS联合对沉积物P的去除能力高于两者单一修复,在37d的批量实验中,覆盖RS+VS组沉积物释放到上覆水中的磷被抑制了91%,与无覆盖RS+VS组的底泥释放磷相比,上覆水中溶解态活性磷（SRP）从1.41mg/L降至0.12mg/L.RS+VS联合修复对沉积物磷的固定作用显著,将不稳定的亚铁磷（Fe （II）-P）和铁铝结合磷（CDB-P）转变成惰性的钙磷（Ca-P）,沉积物中的Ca-P含量增加了51%,Fe （II）-P,CDB-P分别降低了1%和24%,有效降低了底泥磷释放到上覆水的风险.综上,RS+VS联合可以应用于处理富营养化水域的内部磷负荷,实现两者协同去除沉积物磷,同时RS和VS两者价廉且广泛分布可作为一种潜在高效益的磷酸盐吸附剂应用于实际工程中.     

两种生物除磷系统活性污泥中除磷菌的甄别——淀粉-缺氧/好氧交替与乙酸盐-厌氧/好氧交替系统

为了直接识别出污泥中的聚磷细菌和其种属,本研究采用4',6-二脒基-2-苯基吲哚(DAPI)染色和流式细胞荧光分选技术(FACS)对以淀粉为唯一碳源的缺氧/好氧序批式活性污泥(SBR)系统(R1)的缺氧末期和好氧末期以及以乙酸盐为唯一碳源的厌氧/好氧SBR系统(R2)的好氧末期污泥的聚磷细菌进行了原位分选,并通过16S rRNA高通量测序技术鉴定了分选后细菌的种属.结果表明,在R1中,缺氧期和好氧期均进行生物除磷,且缺氧期吸磷量大于好氧期. R2中发生着厌氧期释磷、好氧期大量吸磷的传统生物除磷.利用FACS在R1和R2污泥中均分选得到10⁶个相对纯度为85%的具有聚磷颗粒的细菌.测序结果表明,在R1系统中,缺氧段优势的聚磷菌属为Halomonas(37.75%)、unclassified Brucellaceae(14.15%)、Pseudomonas(6.49%)、unclassified Chlamydiales(0.027%)和Sphingopyxis(0.007%);好氧段优势聚磷菌属为Halomonas(19.72%)、unclassified Brucellaceae(14.62%)、Pseudomonas(14.28%)、unclassified Comamonadaceae(0.046%)、unclassified Acidobacteria Gp3(0.036%)和Ferruginibacter(0.026%).R1系统中unclassified Chlamydiales和Sphingopyxis仅仅在缺氧条件下具有聚磷功能,而unclassified Comamonadaceae、unclassified Acidobacteria Gp3和Ferruginibacter仅在好氧条件下才具有聚磷功能.在R2系统中,优势聚磷菌群为Dechloromonas(11.06%)、unclassified Anaerolineaceae(9.29%)、unclassified Bacteroidetes(7.44%)、unclassified Gammaproteobacteria(7.34%)以及Acinetobacter(0.31%).这意味着在新型的除磷系统(R1)中,参与除磷过程的细菌包括好氧,缺氧和兼性缺氧聚磷细菌,而在传统的除磷系统(R2)中,参与除磷过程的细菌仅为好氧聚磷细菌.     

Cross-boundary transport and source apportionment for PM2.5 in a typical industrial city in the Hebei Province, China: A modeling study

Cross-boundary transport of air pollution is a difficult issue in pollution control for the North China Plain. In this study, an industrial district (Shahe City) with a large glass manufacturing sector was investigated to clarify the relative contribution of fine particulate matter (PM_2.5) to the city's high levels of pollution. The Nest Air Quality Prediction Model System (NAQPMS), paired with Weather Research and Forecasting (WRF), was adopted and applied with a spatial resolution of 5 km. During the study period, the mean mass concentrations of PM_2.5, SO₂, and NO₂ were observed to be 132.0, 76.1, and 55.5 μg/m³, respectively. The model reproduced the variations in pollutant concentrations in Shahe at an acceptable level. The simulation of online source-tagging revealed that pollutants emitted within a 50-km radius of downtown Shahe contributed 63.4% of the city's total PM_2.5 concentration. This contribution increased to 73.9±21.2% when unfavorable meteorological conditions (high relative humidity, weak wind, and low planetary boundary layer height) were present; such conditions are more frequently associated with severe pollution (PM_2.5 ≥ 250 μg/m³). The contribution from Shahe was 52.3±21.6%. The source apportionment results showed that industry (47%), transportation (10%), power (17%), and residential (26%) sectors were the most important sources of PM_2.5 in Shahe. The glass factories (where chimney stack heights were normally < 70 m) in Shahe contributed 32.1% of the total PM_2.5 concentration in Shahe. With an increase in PM_2.5 concentration, the emissions from glass factories accumulated vertically and narrowed horizontally. At times when pollution levels were severe, the horizontally influenced area mainly covered Shahe. Furthermore, sensitivity tests indicated that reducing emissions by 20%, 40%, and 60% could lead to a decrease in the mass concentration of PM_2.5 of of 12.0%, 23.8%, and 35.5%, respectively.     

洪湖沉积物内源污染及其氮磷释放特征

为研究洪湖沉积物污染特征及内源营养盐释放规律,在不同季节对洪湖13个沉积物采样点进行调查,并利用柱状沉积物采样器原位采集沉积物开展静态模拟释放试验. 结果表明:①洪湖沉积物有机质、总氮和总磷含量的平均值分别为19%、4 407.4 mg/kg和1421.0 mg/kg,内源污染严重;②洪湖沉积物污染可能是水体中氮磷营养盐的重要来源之一,在5 d的静态释放模拟试验中,夏季上覆水中总氮和总磷平均浓度分别升高1.467和0.042 mg/L,冬季分别升高0.224和0.036 mg/L;③洪湖沉积物中氮磷的释放表现出显著的时空差异,夏季洪湖沉积物总氮、总磷的平均释放速率分别为133.9和4.0 mg/(m2·d),冬季分别为32.1和3.4 mg/(m2·d);④根据试验结果估算,洪湖沉积物氮的释放潜力为3 500~14 000 t/a,磷的释放潜力为350~400 t/a. 研究显示,在控制流域外源污染输入和减少湖区面源污染的同时,应从根本上改善洪湖水质并重塑洪湖湿地生态系统结构与功能,在科学指导下采取远近结合的方式分区域在洪湖开展受污染沉积物的修复工作.      

某有色金属企业污水处理厂污水处理工艺

对有色金属冶炼过程中产生的废水按特征因子的不同进行分质处理。其中,高浓度氨氮废水采用三级氨氮吹脱、吸收工艺进行脱氨预处理;含砷酸性废水采用三段中和-铁盐混凝法预处理;经预处理废水混合后,采用石灰法分级沉淀处理废水中重金属离子;然后根据各单位对回用水水质的不同要求,对废水进行深度处理,实现了污水处理后全部回用,污水零排放的目的。并且对污水中的氨、石膏、镍等资源进行回收利用,为企业降低了运行成本,并且防止了二次污染。     

Effect of ultraviolet irradiation and chlorination on ampicillin-resistant <Emphasis Type="Italic">Escherichia coli</Emphasis> and its ampicillin resistance gene

Antibiotic resistance is a serious public health risk that may spread via potable and reclaimed water. Effective disinfection is important for inactivation of antibiotic-resistant bacteria and disruption of antibiotic resistance genes. Ampicillin is a widely prescribed antibiotic but its effectiveness is increasingly undermined by resistance. In this study, changes in ampicillin resistance for Escherichia coli (E. coli) CGMCC 1.1595 were analyzed after exposure to different doses of ultraviolet (UV) or chlorine, and damage incurred by the plasmid encoding ampicillin resistance gene bla _TEM-1 was assessed. We reported a greater stability in ampicillinresistant E. coli CGMCC 1.1595 after UV irradiation or chlorination when compared with previously published data for other E. coli strains. UV irradiation and chlorination led to a shift in the mortality frequency distributions of ampicillin-resistant E. coli when subsequently exposed to ampicillin. The ampicillin hemiinhibitory concentration (IC₅₀) without disinfection was 3800 mg·L^–1, and an increment was observed after UV irradiation or chlorination. The IC₅₀ of ampicillin-resistant E. coli was 1.5-fold higher at a UV dose of 40 mJ·cm^–2, and was 1.4-fold higher when exposed to 2.0 mg·L^–1 chlorine. These results indicate that UV irradiation and chlorination can potentially increase the risk of selection for E. coli strains with high ampicillin resistance. There was no evident damage to bla _TEM-1 after 1–10 mg Cl₂·L^–1 chlorination, while a UV dose of 80 mJ·cm^–2 yielded a damage ratio for bla _TEM-1 of approximately 1.2-log. Therefore, high UV doses are required for effective disruption of antibiotic resistance genes in bacteria.     

磷酸三(2,3-二氯丙基)酯阻燃剂对稀有鮈鲫的毒性效应

为研究新型阻燃剂磷酸三(2,3-二氯丙基)酯(TDCPP)的毒性效应,以稀有鮈鲫(Gobiocypris rarus)为实验生物,采用半静态实验方法,分别进行96 h和28 d的染毒,研究TDCPP对稀有鮈鲫的急性毒性和慢性毒性效应,并通过对稀有鮈鲫脑组织中与神经纤维的生长、发育、轴突再生等相关基因mRNA表达量的检测,初步探讨了TDCPP的神经毒性作用。结果表明：TDCPP对稀有鮈鲫的96 h-LC₅₀为2.99(2.20～3.38) mg·L^-1,根据化学物质对鱼类毒性分级标准TDCPP属于剧毒性。经0.9、1.5、2.1和2.7 mg·L^-1 TDCPP染毒28 d,与对照组相比,暴露组稀有鮈鲫肝脏及脑组织中SOD和GSH-Px的活性均受到抑制,且随着TDCPP的暴露浓度增加,其抑制作用显著增强;暴露组稀有鮈鲫脑组织中与神经纤维的生长、发育相关的微管蛋白α/β、神经丝NF-M以及关键蛋白GAP-43等基因的mRNA表达量,与对照相比均发生显著下调。可知,TDCPP暴露可以诱发稀有鮈鲫神经毒性作用。     

Effects of design parameters on performance and cost analysis of combined ultraviolet-biofilter systems treating gaseous chlorobenzene based on mathematical modeling

A conceptual mathematical model was used to evaluate the design parameters of a combined ultraviolet (UV)-biofilter system, and perform a cost analysis. Results showed that the UV light source strength and the gas residence times in the UV system (UVRT) and biofilter (EBRT) had positive effects on the overall chlorobenzene removal efficiency of the system. High ratio of UVRT to EBRT improved the removal efficiency, suggesting that the UV system has a greater effect on the overall performance of the system compared with the biofilter. Analysis of the capital and operating costs showed that the capital costs of the standalone biofilter system were much higher than those of the standalone UV system. However, the biofilter operating costs were lower than those of the UV system. The operating costs of the combined UV-biofilter system increased with increasing UVRT/EBRT ratio, whereas its capital costs decreased.