陕西旬阳县210国道6号边坡变形特征初步研究

通过现场工程地质勘探、室内物理力学实验并利用FLAC2D数值分析软件对陕西旬阳县某堆积层边坡进行变形特征的实例分析,考查了坡体岩土体的粘聚力、内摩擦角数值与坡脚开挖深度的变化后,得出浅层岩土体较深层岩土体的滑动趋势与滑动位移均较大,并且浅层岩土体滑移变形对深层岩土体具有牵引力作用。最后对该类型堆积层坡体滑动的防治措施提出了一些看法。     

Assessment of man-made and natural hazards in the surroundings of hydropower projects under construction in the beas valley of northwestern Himalaya

Mountain ecosystem,on the earth,has plenty of natural resources. In Himachal Pradesh all the rivers are snowfed and therefore rich in water resources. These resources have been supporting enough for the generation of electricity through introducing hydropower projects since the last decade. However,every developmental activity has its own negative impacts on the surrounding environment. Due to the fragile nature of topography and delicacy of ecology of the Himalaya,it results in lot of disturbances because of high degree of human interferences like construction of major hydropower projects. The increased extent of geological hazards,such as landslides,rock fall and soil erosion,have mainly due to alike developmental interventions in the natural ecosystem. So understanding and analysing such impacts of the hydropower projects have mainly been on the environment in various forms but natural hazards have been frequent ones. The present study,therefore,focuses mainly on the Parbati Stage Ⅱ (800 MW) and the Parbati Stage Ⅲ (520 MW) hydropower projects; both of which fall within the Kullu district of Himachal Pradesh. Based on the perception survey of the local communities,the existing land use pattern,status of total acquired land of the residents by hydropower projects,frequent natural hazards and resultant loss to the local communities due to upcoming construction of hydropower projects surrounding to the Parbati Stage Ⅱ and Ⅲ have been analysed in the paper. Also,the preventive measures to mitigate these adverse impacts have been suggested to strengthen these projects in eco-friendly manner in the mountain context.     

石羊河流域水资源与生态环境变化及其对策研究

通过对石羊河流域水资源利用现状及存在问题的分析,认为流域水资源已经严重超载,进行流域综合治理已刻不容缓。针对流域面临严峻的水资源及生态环境问题,提出分抢救和治本两个阶段来解决问题,近期以抢救为重点。按照南护水源、中建绿洲、北防风沙的治理思路,实行治理上游、改造中游、拯救下游的流域综合治理,以遏制生态环境恶化的趋势为目标,以提高用水效率为核心,以流域水资源统一管理为保证,实现流域水资源的可持续利用,支撑经济社会的可持续发展,达到人与自然和谐共处。     

环境中二噁英的浓度水平及其控制技术

根据近年来二噁英的污染现状,对环境中二噁英的污染浓度水平、污染来源及途径进行了探讨,结果表明:近10年来,二噁英污染浓度水平仍高于检出标准。造纸制浆、漂白继垃圾焚烧后成为主要污染源。在人体危害方面,深入到二噁英对人体基因和染色体有诱导致变作用。根据二噁英的来源和形成机理,按前期预处理、过程控制和后期处理三个阶段,论述了二噁英的污染控制技术,同时提出了对二噁英污染控制措施。     

移动测量系统宽幅影像的几何拼接与量测

研究了移动测量系统宽幅影像的拼接与量测算法。通过建立三幅影像柱面全景投影的几何关系,能够直接拼接完成宽幅影像。利用宽幅影像和原始影像间反投影变换关系以及三幅原始影像的同、异步立体像对,可建立宽幅影像与物方空间坐标间一一对应关系,从而实现宽幅影像目标的量测算法。宽幅影像的投影拼接和量测实验表明,利用柱面全景投影拼接得到宽幅影像的方法可应用于移动测量平台宽幅影像序列的拼接;在原始影像具备同步立体像对的条件下,宽幅影像量测的绝对精度可达1 m以内,相对精度可达0.2 m以内,满足城市环境实景目标量测的精度需求。     

神东煤炭开采生态环境问题及综合防治措施

神东矿区地处毛乌素沙地,生态环境极其脆弱,这与大规模煤炭资源开采矛盾突出,现已出现多种生态环境问题。针对该区环境特点,以可持续发展思想为指导,研究探索出系列综合防治措施,如地表生态系统优化措施、水资源保护措施、沉陷区治理及矸石减量资源化等。这些措施生态上合理、经济上可行和社会可接受,对矿区生态环境保护和可持续发展起到重要作用,并对其它矿区生态保护具有参考价值。      

山西岩溶泉域水污染现状、趋势与防治对策研究

山西岩溶泉域环境脆弱,水煤资源共存,加上工业和生活"三废"的不合理排放,造成了岩溶泉域局部地段出现点状和面状污染,主要表现为岩溶水的总硬度、硫酸盐、溶解性总固体、铁和COD等污染物含量普遍增高,而且污染还有逐年加重的趋势.为了有效遏制泉域岩溶水的污染,提出了严格控制地表污染源、提高资源再生利用水平、减少污染物排放量,以及建立岩溶水水源地环境保护区等综合治理措施.     

东北地区农业现代化发展水平测度与时空演变分析

率先实现农业现代化是全面振兴、全方位振兴东北老工业基地的重大任务。根据中国农业现代化理论内涵和实践要求,从投入、产出、社会发展3个维度构建农业现代化评价指标体系,对2008年、2018年东北地区40个地级行政单元的农业现代化水平进行测度与阶段划分。结果表明：① 从空间格局看,东北地区农业现代化水平呈现出“沿东北-西南轴线地区较高,轴线东西两侧地区较低”的空间格局,三江平原、松嫩平原及环渤海地区为高值集聚区;② 从发展速度看,东北地区各地市农业现代化水平整体有所提高,北部地区发展速度整体大于南部;③ 从所处阶段看,2018年处在农业现代化“初步实现”的地市占比达86%,东北地区农业现代化水平总体处在由“初步实现”向“基本实现”的转变阶段;④ 农业现代化发展水平3个分维度指标在地理空间上也表现出一定的地域分异格局;⑤ 不同地区应针对发展优势及资源禀赋,走符合自身特点的农业现代化路径。     

移动通信基站的防雷地网综合设计

为了提高移动基站的防雷能力,结合移动基站防雷地网的建设和维护经验,提出根据实际情况设计移动通信基站防雷地网系统的设计思想和方法,分析和研究了接地装置、等电位连接、直击雷保护系统、感应雷保护系统、移动基站地网的类型和组成。     

Validation of the SCEC Broadband Platform simulations for tall building risk assessments considering spectral shape and duration of the ground motion

Earthquake simulation technologies are advancing to the stage of enabling realistic simulations of past earthquakes as well as characterizations of more extreme events, thus holding promise of yielding novel insights and data for earthquake engineering. With the goal of developing confidence in the engineering applications of simulated ground motions, this paper focuses on validation of simulations for response history analysis through comparative assessments of building performance obtained using sets of recorded and simulated motions. Simulated ground motions of past earthquakes, obtained through a larger validation study of the Southern California Earthquake Center Broadband Platform, are used for the case study. Two tall buildings, a 20‐story concrete frame and a 42‐story concrete core wall building, are analyzed under comparable sets of simulated and recorded motions at increasing levels of ground motion intensity, up to structural collapse, to check for statistically significant differences between the responses to simulated and recorded motions. Spectral shape and significant duration are explicitly considered when selecting ground motions. Considered demands include story drift ratios, floor accelerations, and collapse response. These comparisons not only yield similar results in most cases but also reveal instances where certain simulated ground motions can result in biased responses. The source of bias is traced to differences in correlations of spectral values in some of the stochastic ground motion simulations. When the differences in correlations are removed, simulated and recorded motions yield comparable results. This study highlights the utility of physics‐based simulations, and particularly the Southern California Earthquake Center Broadband Platform as a useful tool for engineering applications.