邻苯二酚2,3-双加氧酶基因克隆、定位和高效表达

采用特异性引物，以菲、芘降解菌株ZL5的代谢性质粒为模板，扩增出邻苯二酚2，3—双加氧酶(C23O)基因，将该基因和表达载体pET—30a( )连接，转化E.coli JM109(DE3)，获得了高效表达的转化子，SDS—PAGE结果表明，转化子的C23O蛋白不仅在细胞内存在，而且能被分泌到胞外，薄层扫描显示，转化子细胞内和细胞外表达蛋白总量占细胞总蛋白的42％，酶活分析表明，分布在转化子细胞内、外的表达蛋白都具有较高的C23O比活力，Southern杂交将菌株ZL5的C23O基因定位在内生质粒的不同酶切片段上。图5表1参12。     

双衬层填埋场渗漏检测电极铺设方式研究

利用高压直流电法对双衬层填埋场渗漏检测进行了研究.结果表明检测电极的铺设方式以及供电电极和参比电极的位置对漏洞定位有一定影响.在回路电流、检测电极间距、定位算法、介质分布相同的条件下,三角形的检测电极铺设方式比四边形的漏洞定位误差小,且不同点的误差波动小.当参比电极距离漏洞较近时,漏洞定位误差较大;而参比电极与漏洞的距离越大,漏洞定位误差则越小.同时,检测层的电势分布主要是由供电电极和漏洞造成,因此,参比电极的位置既要远离漏洞又要远离供电电极.     

Spatial Pattern Analysis of Regional Water Use Profile Based on the Gini Coefficient and Location Quotient

Water resources have become a barrier hampering socioeconomic development. Changes in the spatial distribution of water use profile have direct impacts to regional water use efficiency. However, the related research is inadequate, and a more suitable way to analyze regional water use profile is necessary. The Gini coefficient and location quotient, two reliable methods commonly used in discussing the spatial distribution of elements, were introduced and calculated. Taking Gansu Province as the study area, the concentration effect of industrial water use was the strongest, followed by domestic, environmental, and agricultural water use. However, a balanced distribution of agricultural water use failed to be coordinated with the production conditions, the center of Gansu’s grain production should be established to enhance the scale effect of agricultural production. The industrial agglomeration effect remained weak, and each region’s dominant industries need to be developed vigorously. Gansu’s domestic water use was consistent with its population distribution, but it is necessary to reduce the water use gap between urban and rural areas. With a growing awareness of environmental protection, environmental water use exhibited a more balanced distribution. Overall, the methods are simple and have good applicability, and the results can provide a reference in water use optimization.     

基于D-S证据理论的“丝绸之路旅游带”5A景区区位优势度测评

景区发展与其区位条件密切相关,处于优势区位的景区更容易获得优先快速发展。以“丝绸之路旅游带”为例,综合考虑资源、市场、交通及服务四大区位因子,将其视为证据,引入D-S证据理论对景区区位优势进行测度,以I~V级表征区位由优到劣的状态,最后对景区区位与旅游发展核心区进行对比。结果显示：（1）区位优势等级区域差异化显著,总体呈现由东南至西北逐级递减的空间分布规律,自I至V级,重心逐步向西北方向偏移。（2）各区位因子分布存在差异性,东南地区景区资源区位优于西北地区;市场区位地带间差异最为明显,存在“长尾”特征及陕西“一省独大”现象;交通区位内在差异性与区位优势相仿;服务区位已不再是制约景区区位的主要因子,但就单个省份来看,“核心—边缘”结构较为明显。（3）与景区旅游发展对比来看,二者具有明显的空间关联性,但仍存在一定程度的空间错位现象。     

中国粮食主产区耕地土壤重金属时空变化与污染源分析

土壤重金属污染威胁着农田生态系统安全和人类健康.基于2000年以来中国五大粮食主产区3 006个耕地样点的土壤重金属实测数据和20世纪80年代的土壤重金属历史数据,采用单因子指数法评估了粮食主产区耕地土壤重金属的污染现状和变化趋势,并基于地累积指数,结合区位环境污染探讨了其污染来源.结果表明,中国粮食主产区耕地土壤重金属点位超标率为21.49%,整体以轻度污染为主,其中轻度、中度和重度污染比重分别13.97%、2.50%和5.02%.四川盆地、长江中游及江淮地区、黄淮海平原、松嫩平原和三江平原的耕地点位超标率分别为43.55%、30.64%、12.22%、9.35%和1.67%,南方耕地污染重于北方.主要污染物为Cd、Ni、Cu、Zn、Hg,超标率分别为17.39%、8.41%、4.04%、2.84%、2.56%.自20世纪80年代以来,耕地土壤重金属含量呈增加趋势,整体上点位超标率增加了14.91%,其中Cd、Ni、Cu、Zn和Hg的污染比重分别增加了16.07%、4.56%、3.68%、2.24%和1.96%.除三江平原外,其他4个粮食主产区耕地土壤重金属点位超标比重增加趋势显著,且南方地区的Cd、Ni和Cu重金属超标比重变化量高于北方,而Hg和Cr增速低于北方.Cd、Hg以人为污染源为主,其他6种重金属以自然污染源为主,但Pb、Zn和Cu约有20.00%的点位受人为活动的影响.矿业、工业、污灌水是主要的污染源,除污灌水来源北方重于南方外,其余污染来源均是南方污染重于北方,污染物种类也多于北方.     

基于多目标分布估计算法的地铁网络化应急站点选址

为提升地铁网络的应急救援能力,提出兼顾地下和地面交通两种运输方式的应急资源网络化共享模式,并建立多目标优化模型,对应急站点进行优化选址。模型以应急站点数量最少和总响应时间最短为优化目标,地铁车站重要程度为关键因素,求解各地铁车站的优化覆盖方案。提出了一种多目标分布估计算法,该算法采用拥挤比较算子和锦标赛选择算法获取优势群体,借助概率模型描述可行解的离散分布,并不断更新概率模型来实现种群的进化。运用建立的模型和算法求解北京市局部地铁网络应急站点选址问题,最终获得满足地面交通运输时效、并符合问题优化目标的Pareto最优解集。与NSGE-Ⅱ算法相比,多目标分布估计算法提前123代开始收敛,且针对最小化问题,多目标分布估计算法最优解的两个目标函数值较NSGE-Ⅱ算法分别减小64%和29%。可见,模型符合地铁应急站点选址问题的决策规则;多目标分布估计算法有效地缩小了决策空间,它比NSGE-Ⅱ算法更快地收敛,且能够获得更为优化的应急站点选址方案。     

基于时差收敛算法的声发射源定位方法研究

本文针对传统基于时差的声发射定位方法精度及稳定性不足且易受检测环境影响的问题,提出了一种基于收敛算法的声发射源定位方法,经过循环迭代不断优化声发射信号的到达时刻计算方式,使得定位计算重构的定位源稳定收敛在近似同一区域,从而提高声发射源的定位准确度。     

危险废物多目标规划模型研究

根据危险废物系统管理的原则,采用全过程管理理念,运用最优化理论和系统分析方法,充分考虑各种因素,建立了危险废物多目标规划模型,并提出模型的求解方法。考虑废物间的相容性和复合效用函数,将所建立的危险废物多目标规划模型应用于重庆市主城区危险废物系统管理规划。结果表明,在设计的案例和场景下,分别以环境影响、经济因素、综合考虑环境因素和经济因素为首要因素考虑时,得到不同的优化方案。该模型的应用为环境管理者对危险废物系统管理提供了决策支持。     

Leak location of pipelines based on characteristic entropy

The leakage of oil/gas pipelines is one of the major factors to influence the safe operation of pipelines. So it is significant to detect and locate the exact pipeline leakage. A novel leak location method based on characteristic entropy is proposed to extract the input feature vectors. In this approach, the combination of wavelet packet and information entropy is called “wavelet packet characteristic entropy” (WP-CE). The combination of empirical mode decomposition and information entropy is called “empirical mode decomposition characteristic entropy” (EMD-CE). Both pressure signal and flow signal of low noise and high noise of pipeline leakage are decomposed to extract the characteristic entropy. The location of pipeline leak is determined by the combination of the characteristic entropy as the input vector and particle swarm optimization and support vector machine method (PSO-SVM). The results of proposed leak location method are compared with those of PSO-SVM based on physical parameters. Under the condition of high noise, the results of proposed leak location method are better than those of PSO-SVM based on physical parameters.     

Decentralized scheme for leaks’ location in a branched pipeline

This article presents a novel scheme for the detection and isolation of single leaks in a pipeline with a branch junction by measuring only the flow rate and pressure at the ends of the line. For the solution of this realistic issue, which commonly occurs in pipeline networks, the position of the branch junction and its flow rate are supposed to be known. The idea consists of deriving a model considering the branch junction as a known point in the pipeline such that the leak position is characterized by two possible orientations with respect to the branch (upstream and downstream of it). Thus, this model allows proposing a diagnosis scheme which includes a static selector and two identifiers designed by using a continuous extended Kalman filter with only one deviation parameter to be estimated. This framework reduces the identification task to one parameter which is associated with the deviation from a prescribed positive base position located between one of the pipeline ends and the branch. Simulation and experimental results with data of a hydraulic pilot pipeline of 200 [m] show the promise of the novel scheme.