沿淮地区秋季连阴雨综合指数构建及其变化特征

基于安徽省沿淮地区10个国家气象站1960-2019年观测资料、灾情资料和7种地方连阴雨监测指标,在评估7种地方指标适用性的基础上,采用加权综合指数法和线性趋势法,构建了沿淮地区秋季连阴雨综合指数,分析了时空变化特征。结果表明:江苏指标对沿淮地区连阴雨监测的适用性最好,连阴雨综合指数由连阴雨总日数、连阴雨总降水量线性组成,权重分别为0.8和0.2。按照综合指数,将连阴雨强度分成重度、中度、轻度3级,分级结果与灾情实况较吻合,重度连阴雨和中度连阴雨TS评分分别为100%、88.9%。秋季连阴雨在20世纪70年代到80年代前期及近10年发生频率高、强度大,尤其是2016年和2017年的连阴雨,强度居历史前2位。沿淮地区连阴雨年数东部和西部的多于中部的,重度连阴雨阜南的最多,五河的最少。     

Determination of groundwater recharge regime and flowpath in the Lower Heihe River basin in an arid area of Northwest China by using environmental tracers: Implications for vegetation degradation in the Ejina Oasis

Environmental tracers (CFCs, stable isotopes ¹⁸O, ²H, and ³H) and major ions were employed to study river infiltration and groundwater recharge in the aquifer system in the basin of the Lower Heihe River, Northwest China. Three groups of waters have been recognized: (1) young groundwater, connected to the river, with large variation of CFC apparent ages ranging from <10 a to 40 a, and δ¹⁸O and δ²H values which are similar to the river water; (2) regional background water, unaffected by the river, having CFC apparent ages >40 a, and being depleted in ¹⁸O and ²H compared with the river water; and (3) groundwater in Gurinai, a grassland located about 100 km from the river, in which the predominant discharge is from the Badain Jaran desert, with CFC apparent ages ranging from 25 to >50 a and being enriched in ¹⁸O and ²H compared to the river water. The groundwater along the river contains CFCs and ³H down to depths of about 120 m, and the shallow groundwater exhibits CFC apparent ages in a wide range which are not dependent on the well depth. Groundwaters along the river show a similar trend of enrichment in ¹⁸O and ²H as the river water whereas groundwaters in depression cones are depleted in heavier isotopes, and have low CFC and ³H concentrations. The CFC apparent age of the groundwater increases with increasing distance downstream, indicating that the dominant part of the groundwater is from infiltration of river water in the upper reaches. Modifications of groundwater recharge are reflected in variations of stable isotope compositions, as well as CFC and ³H concentrations in the groundwater that was recharged from the river over the last decades. Despite recharging from river water, groundwater abstraction has induced a water balance deficit. The riparian ecosystem in the Ejina Oasis is constrained by both decreased river flow and increased groundwater abstraction. The vegetation degradation in the Ejina Oasis is controlled not only by natural aridification but also worsened by heavy groundwater abstraction and decreased river flow.     

区域气候变化脆弱性综合评估研究进展

区域脆弱性评估为脆弱性地区农户摆脱贫困、区域持续发展和政府制定适应策略提供科学依据.由于区域内部人地系统的复杂性,区域的脆弱性定量评估较为困难.中国脆弱性研究起步较晚,关注较早的是脆弱性区域的分布,但对区域内脆弱人群的脆弱性研究较少,认识上的不足影响了国家和地方政府制定科学的适应政策和措施.本文介绍了对脆弱性的认识,梳...     

基于MAPGIS数字高程模型背景校正法的应用—以湖南省铜山岭-祥霖铺地区为例

本文运用Mapgis数字高程模型背景校正法对湖南省铜山岭-祥霖铺地区1∶20万水系沉积物数据进行了地球化学异常信息的提取。借助Mapgis高程库管理系统中的像元邻域统计功能,模拟出研究区内W和Sn元素的背景变化趋势,在此基础上对元素含量做背景校正,并利用残差(矿化叠加值)圈定异常。在背景模拟过程中,通过窗口大小对比试验发现,窗口越大,高背景区异常面积越大,而低背景区异常面积越小。因此,应用该法时,需要通过试验以便选出合理大小的窗口。经过背景校正后,区内W、Sn高背景场引起的非矿化异常得以抑制,传统方法圈定的大面积异常被分解成多个强异常,其空间分布规律性较好,并具有三级浓度分带特征。在低背景区发现了一系列新异常,如W’-7、8、9、13、14、15、21、22、30和Sn’-1、7、11、13、21。校正后的部分异常与已知矿点和成矿岩体或岩脉具有较好的对应关系。     

Effect of Blast-Induced Vibration from New Railway Tunnel on Existing Adjacent Railway Tunnel in Xinjiang, China

The vibrations of existing service tunnels induced by blast-excavation of adjacent tunnels have attracted much attention from both academics and engineers during recent decades in China. The blasting vibration velocity (BVV) is the most widely used controlling index for in situ monitoring and safety assessment of existing lining structures. Although numerous in situ tests and simulations had been carried out to investigate blast-induced vibrations of existing tunnels due to excavation of new tunnels (mostly by bench excavation method), research on the overall dynamical response of existing service tunnels in terms of not only BVV but also stress/strain seemed limited for new tunnels excavated by the full-section blasting method. In this paper, the impacts of blast-induced vibrations from a new tunnel on an existing railway tunnel in Xinjiang, China were comprehensively investigated by using laboratory tests, in situ monitoring and numerical simulations. The measured data from laboratory tests and in situ monitoring were used to determine the parameters needed for numerical simulations, and were compared with the calculated results. Based on the results from in situ monitoring and numerical simulations, which were consistent with each other, the original blasting design and corresponding parameters were adjusted to reduce the maximum BVV, which proved to be effective and safe. The effect of both the static stress before blasting vibrations and the dynamic stress induced by blasting on the total stresses in the existing tunnel lining is also discussed. The methods and related results presented could be applied in projects with similar ground and distance between old and new tunnels if the new tunnel is to be excavated by the full-section blasting method.     

天水第三系泥岩地球化学特性研究——以梁家山隧道开挖岩样为例

天水地区第三系地层属于西秦岭甘肃群,梁家山隧道洞身穿越天水盆地第三系泥岩,为确定隧道围岩的地质特性,进行了泥岩样品的地球化学成分与矿物成分测试。将梁家山隧道泥岩的测试结果与天水秦安县下山剖面泥岩的结果进行对比分析和相关分析。结果表明:二者之间存在较好的相关性,能够描述梁家山隧道泥岩的地层岩性、区域地质背景及其演化等工程地质特性,为进一步研究天水盆地的物质组成、风化特征、沉积环境和构造背景提供依据。同时也为利用隧道工程修建研究相关地学问题提供范例和基础数据。     

Control strategies and experimental verifications of the electromagnetic mass damper system for structural vibration control

The electromagnetic mass damper （EMD） control system, as an innovative active control system to reduce structural vibration, offers many advantages over traditional active mass driver/damper （AMD） control systems. In this paper, studies of several EMD control strategies and bench-scale shaking table tests of a two-story model structure are described. First, two structural models corresponding to uncontrolled and Zeroed cases are developed, and parameters of these models are validated through sinusoidal sweep tests to provide a basis for establishing an accurate mathematical model for further studies. Then, a simplified control strategy for the EMD system based on the pole assignment control algorithm is proposed. Moreover, ideal pole locations are derived and validated through a series of shaking table tests. Finally, three benchmark earthquake ground motions and sinusoidal sweep waves are imposed onto the structure to investigate the effectiveness and feasibility of using this type of innovative active control system for structural vibration control. In addition, the robustness of the EMD system is examined. The test results show that the EMD system is an effective and robust system for the control of structural vibrations.     

Design approaches for active, semi-active and passive control systems based on analysis of characteristics of active control force

In this paper,the characteristics of forces in active control systems connected to adjacent levels of a building are analyzed.The following characteristics are observed:(1) active control can provide signifi cantly superior supplemental damping to a building,but causes a small frequency shift;(2) the linear quadratic regulator(LQR)-based control force is composed of an elastic restoring force component and a damping force component,where the damping force is almost identical to the total control force,howev...     

莺—琼盆地1号断裂带含烃热流体活动初探

１号断裂带是莺－琼盆地油气勘探的重点地区之一,有机包裹体研究有助于追踪油气及热流体活动的痕迹,为油气运聚成藏提供地球化学依据,通过包裹体薄片镜下观察,均一温度和盐度测试,认为工区内发育五种类型的有机包裹体：（１）液态烃包裹体;（２）气流态烃包裹体;（３）气态烃包裹体;（４）含烃ＣＯ２包裹体;（５）烃子矿物包裹体,含烃ＣＯ２包裹体一般与气态烃共生,含烃子矿物包裹体既无液态烃共生又与气态烃共生,包裹体     

平南幔源包体中橄榄石的显微构造研究及其意义

平南玄武岩中的尖晶石二辉橄榄岩包体的平衡温度为930~980℃, 平衡深度为59~74km, 包体中橄榄石的扭折带滑移系多为(010) [100], 但也有(001) [100]的滑移系类型; 斜方辉石的滑移系为(100) [001], 它们均为高温低应变速率下的滑移系, 说明该区的上地幔主要是在高温低应变速率条件下经历了塑性变形作用.橄榄石位错组态多样, 有自由位错、位错壁、位错弓弯、缠结、{110}滑移带, 反映了上地幔的塑性变形特征.根据位错壁的大小估算, 上地幔差异流动应力为24.5~42.1MPa, 流动速率为2.93×10-17~8.36×10-16s-1, 有效粘度为1.72×1023~2.80×1024 Pa·s, 特征与中国东部新生代上地幔较为一致, 反映同处于拉张环境.