高原湖泊沉积物中反硝化微生物的群落特征——以包头南海湖为例

为了探明内蒙古高原富营养化城市湖泊中nirS型反硝化细菌群落结构的特异性,利用特异性功能基因nirS对包头市南海湖的表层沉积物进行反硝化细菌多样性测定,在分析各采样点沉积物理化指标的基础上,对各样品中nirS型反硝化细菌群落和多样性进行研究.结果表明,南海湖沉积物Shannon指数变化为3.07~3.41,相比于其他研究,反硝化微生物多样性相对较低.参与反硝化的优势菌属与大多数湖泊保持一致,以假单胞菌属（Pseudomonas）和红杆菌属（Rhodobacter）为主.冗余分析（RDA）指出,城市湖泊中的各种类型的污染物对反硝化优势菌属有明显的促进作用,红杆菌属（Rhodobacter）与硝酸盐氮、亚硝酸盐氮呈正相关,假单胞菌属（Pseudomonas）除受硝酸盐氮、亚硝酸盐氮的影响外,还与总磷呈较强的正相关.南海湖nirS型反硝化细菌中的主要菌属促进了反硝化作用,加速了南海湖氮素的去除.     

石化装置安全仪表系统KooN表决结构的误跳车率定量分析

为了更准确量化安全仪表系统的误跳车率,基于联锁回路SIF中传感器、逻辑解算器、执行机构引发误跳车的不同失效机理和模型,考虑共因失效对误跳车率的影响,提出1种更符合实际并适用于异型KooN结构的新子系统误跳车率计算模型（STR of Non-identical Redundant System,SNRS）。针对SIF回路的误跳车率计算,建立了1种分析安全联锁SIF回路误跳车率（Reliability based Spurious Trip,RST）的计算框架。研究结果表明:以某聚丙烯装置第三反应器保护系统为例,将SNRS和RST方法与目前主流的多种计算方法进行数值计算对比,验证了方法的有效性,能够有效进行定量分析。     

OPC技术中控集成方案在危废处置中的应用

OPC的出现为基于Windows的应用程序和现场过程应用建立了桥梁,其规范了接口标准,使用户可以在不同的硬件设备间使用统一的方式去访问。由此,实现了一个完整的自动化集成方案,在面对不同厂商提供的子系统时,基于西门子工业以太网络SCALANCE X系列产品组建光纤冗余环网,通过OPC技术完成这种异构环境下网络互联和数据交换。同时构建具有工艺监控平台、数据集成、归档、发布和报警等功能为一体的中央监控系统。此方案摆脱了繁复的通信接口设计,且结构明了,实现简便,更具有强大的可扩展能力,为中央监控系统设计提供了可以依据的实例。     

冗余系统应用于安全管理的探讨

利用故障树方法证明了系统中增加有效的冗余件能大大增加系统的安全性，提高设备的本质安全化的水平，加强了安全管理的效果，同时对冗余系统的插入方式进行了分类，列举了应用实例。     

Effects of hydrodynamics processes on phosphorus fluxes from sediment in large, shallow Taihu Lake

The turnover of phosphorus （P） in lake sediments, a major cause of eutrophication and subsequent deterioration of water quality, is in need of deep understanding. In this study, effects of resuspension on P release were studied in cylindrical microcosms with Yshape apparatus. The results indicated that there was a positive correlation between flux of suspended substance across sediment-water interface （Fss） and the wind speed, and an increasing Fss during each wind process followed by a steady state. The maximal Fss under fight, moderate, and strong wind conditions were 299.9±41.1,573.4±61.7, and 2093.8±215.7 g/m^2, respectively. However, flux of P across sediment-water interface （Fp） did not follow a similar pattern as Fss responding to wind intensity, which increased and reached the maximum in initial 120 rain for fight wind, then decreased gradually, with maximal flux of 9.4±1.9 mg/m^2. A rapid increase of Fp at the first 30 rain was observed under moderate wind, with maximal flux of 11.2±0.6 mg/m^2. Surprisingly, strong wind caused less Fp than under light and moderate wind conditions with maximal flux of 3.5±0.9 mg/m^2. Fss in water column declined obviously during the sedimentation process after winds, but Fp varied with wind regime. No obvious difference was detected on Fp after 8 h sedimentation process, compared with the initial value, which means little redundant P left in the water column after winds.