北京市地面沉降分布及典型灾害类型初探     

赵龙  武增宽  李玉梅  罗勇  沙特  刘贺  田苗壮  孔祥如 《城市地质》2018,(2):51-56

地面沉降为北京主要次生地质灾害之一,近年来呈现快速发展趋势,对城市规划发展和经济建设的影响日趋明显。目前对于北京地面沉降灾害类型及特征认识较为局限,缺乏全面、系统认识。本文通过区域水准测量监测数据及以往调查资料的搜集整理,结合现场调查,阐明了北京地面沉降分布特征,总结归纳了地面沉降灾害类型及特征,发现区域性地面沉降形成的以井管抬升为代表的点状破坏现象,该类灾害以点为中心呈辐射状分布,影响范围较小。局部差异沉降形成包括墙体开裂、地表开裂及桥梁开裂等具有线状破坏形式的灾害,该类灾害多呈线性沿固定方向延伸,影响范围较大。  相似文献   

滇西北卓玛Cu--Pb--Zn矿床成矿流体特征     

江海洋  马雪俐  高明波  王可勇  杨贺 《世界地质》2018,37(4):1058-1067

卓玛矿床位于云南香格里拉格咱弧东北部,属斑岩-热液脉型铜多金属矿床。矿体主要赋存于矿区石英二长斑岩内及附近,严格受NW向断裂控制。卓玛矿床的形成经历了黄铁矿-石英(Ⅰ)、黄铁矿±黄铜矿--石英(Ⅱ)、黄铁矿±黄铜矿±方铅矿±闪锌矿-石英(Ⅲ)及贫硫化物-石英-碳酸盐(Ⅳ)四个成矿阶段。通过对各成矿阶段研究样品石英颗粒中的原生流体包裹体进行岩相学、显微测温学及激光拉曼光谱研究,探讨卓玛铜多金属矿床成矿流体特征,结果表明:Ⅰ阶段石英中主要发育富CO_2及气液两相型包裹体;Ⅱ阶段石英中主要发育碳质、富CO_2、含CO_2及气液两相4种类型包裹体;Ⅲ阶段石英中主要发育含CO_2及气液两相型包裹体;Ⅳ阶段石英中主要发育富CO_2、含CO_2及气液两相3种类型包裹体。激光拉曼光谱显示碳质包裹体主要成分为CO_2和CH_4,而CO_2包裹体中除CO_2和CH_4气相成分外,还有部分H_2O。因此,综合研究结果显示卓玛铜多金属矿床成矿流体为中温、低盐度的CO_2--CH_4-Na Cl--H_2O体系热液。成矿过程中,流体温度和盐度数值略有降低趋势,成矿流体的不混溶作用是导致成矿物质大量卸载的关键因素。  相似文献   

Wind-Driven Dissolved Organic Matter Dynamics in a Chesapeake Bay Tidal Marsh-Estuary System     

J. Blake Clark  Wen Long  Maria Tzortziou  Patrick J. Neale  Raleigh R. Hood 《Estuaries and Coasts》2018,41(3):708-723

Controls on organic matter cycling across the tidal wetland-estuary interface have proved elusive, but high-resolution observations coupled with process-based modeling can be a powerful methodology to address shortcomings in either methodology alone. In this study, detailed observations and three-dimensional hydrodynamic modeling are used to examine biogeochemical exchanges in the marsh-estuary system of the Rhode River, MD, USA. Analysis of observations near the marsh in 2015 reveals a strong relationship between marsh creek salinity and dissolved organic matter fluorescence (fDOM), with wind velocity indirectly driving large amplitude variation of both salinity and fDOM at certain times of the year. Three-dimensional model results from the Finite Volume Community Ocean Model implemented for the wetland system with a new marsh grass drag module are consistent with observations, simulating sub-tidal variability of marsh creek salinity. The model results exhibit an interaction between wind-driven variation in surface elevation and flow velocity at the marsh creek, with northerly winds driving increased freshwater signal and discharge out of the modeled wetland during precipitation events. Wind setup of a water surface elevation gradient axially along the estuary drives the modeled local sub-tidal flow and thus salinity variability. On sub-tidal time scales (>36 h, <1 week), wind is important in mediating dissolved organic matter releases from the Kirkpatrick Marsh into the Rhode River.  相似文献   

Comparison of single- and dual-permeability models in simulating the unsaturated hydro-mechanical behavior in a rainfall-triggered landslide     

Wei Shao  Zongji Yang  Junjun Ni  Ye Su  Wen Nie  Xieyao Ma 《Landslides》2018,15(12):2449-2464

Landslide-prone slopes in earthquake-affected areas commonly feature heterogeneity and high permeability due to the presence of cracks and fissures that were caused by ground shaking. Landslide reactivation in heterogeneous slope may be affected by preferential flow that was commonly occurred under heavy rainfall. Current hydro-mechanical models that are based on a single-permeability model consider soil as a homogeneous continuum, which, however, cannot explicitly represent the hydraulic properties of heterogeneous soil. The present study adopted a dual-permeability model, using two Darcy-Richards equations to simulate the infiltration processes in both matrix and preferential flow domains. The hydrological results were integrated with an infinite slope stability approach, attempting to investigate the hydro-mechanical behavior. A coarse-textured unstable slope in an earthquake-affected area was chosen for conducting artificial rainfall experiment, and in the experiment slope, failure was triggered several times under heavy rainfall. The simulated hydro-mechanical results of both single- and dual-permeability model were compared with the measurements, including soil moisture content, pore water pressure, and slope stability conditions. Under high-intensity rainfall, the measured soil moisture and pore water pressure at 1-m depth showed faster hydrological response than its simulations, which can be regarded as a typical evidence of preferential flow. We found the dual-permeability model substantially improved the quantification of hydro-mechanical processes. Such improvement could assist in obtaining more reliable landslide-triggering predication. In the light of the implementation of a dual-permeability model for slope stability analysis, a more flexible and robust early warning system for shallow landslides hazard in coarse-textured slopes could be provided.  相似文献   

Numerical analysis of effect of baffle configuration on impact force exerted from rock avalanches     

YuZhang Bi  YanJun Du  SiMing He  XinPo Sun  DongPo Wang  XinPo Li  Heng Liang  Yong Wu 《Landslides》2018,15(5):1029-1043

In mountainous areas, channelized rock avalanches swarm downslope leading to large impact forces on building structures in residential areas. Arrays of rock avalanche baffles are usually installed in front of rigid barriers to attenuate the flow energy of rock avalanches. However, previous studies have not sufficiently addressed the mechanisms of interaction between the rock avalanches and baffles. In addition, empirical design approaches such as debris flow (Tang et al., Quat Int 250:63–73, 2012), rockfall (Spang and Rautenstrauch, 1237–1243, 1988), snow avalanches (Favier et al., 14:3–15, 2012), and rock avalanches (Manzella and Labiouse, Landslides 10:23–36, 2013), which are applied in natural geo-disasters mitigation cannot met construction requirements. This study presents details of numerical modeling using the discrete element method (DEM) to investigate the effect of the configuration of baffles (number and spacing of baffle columns and rows) on the impact force that rock avalanches exert on baffles. The numerical modeling is firstly conducted to provide insights into the flow interaction between rock avalanches and an array of baffles. Then, a modeling analysis is made to investigate the change pattern of the impact force with respect to baffle configurations. The results demonstrate that three crucial influencing factors (baffle row numbers, baffle column spacing, and baffle row spacing) have close relationship with energy dissipation of baffles. Interestingly, it is found that capacity of energy dissipation of baffles increases with increasing baffle row numbers and baffle row spacing, while it decreases with increasing baffle column spacing. The results obtained from this study are useful for facilitating design of baffles against rock avalanches.  相似文献   

2021年四川泸县M_S6.0地震震源性质及震前区域应力场特征     

刘慧敏  谢祖军  李赫  熊熊 《大地测量与地球动力学》2022,42(11):1138-1142

为了解2021-09-16四川泸县M_S6.0地震的发震机理,加强对四川盆地内地震活动性的认识,基于四川及周边地区地震台网的宽频带地震资料,利用CAP方法反演获得泸县地震的震源机制解和矩心深度;同时,基于震前四川盆地内155个震源机制解,利用MSATSI程序反演得到泸县地震震前四川盆地内的构造应力场。结果显示,泸县地震矩心深度为3 km,矩震级为M_W5.3,滑动性质为纯逆冲。震中附近震前构造应力最大主压应力和中间主压应力都近乎水平,最大主压应力在震中附近走向101°,此构造应力状态下,优势滑动断层为纯逆冲性质,与泸县地震震源机制一致。根据震源位置和性质、震前构造应力场及震中附近的断层性质推测,泸县地震发震断层不是华蓥山断裂,而是其分支和余脉之间极浅的盖层滑脱型断层。  相似文献   

济南历城巨野河冲洪积扇雨洪水储存调蓄研究          下载免费PDF全文

赵有美  刘小平  刘文 《山东国土资源》2022,38(5):34-40

济南市山前分布着南大沙河、北大沙河、玉符河、巨野河、巴漏河等系列山前冲洪积扇,本文以巨野河冲洪积扇为例,通过物探、钻探、抽水试验、回灌试验所取得的数据,了解济南一系列山前冲洪积扇雨洪水储存调蓄条件,查明了冲洪积扇面积、砂层厚度、储水系数,查明影响储存调蓄能力的影响因素,计算储存调蓄量。结果表明：巨野河冲洪积扇含水砂层颗粒从扇顶的粗砂、卵砾石向扇缘粗砂、中细砂过渡,厚度从扇顶向扇缘逐渐变厚,冲洪积扇具有较大的储存调蓄空间,较强的回灌储水条件,良好的供水条件。研究结果对济南系列山前冲洪积扇在海绵城市建设中用于调节城市弃流的雨洪水资源具有重要的指导意义。  相似文献   

Effects of Environmental Cadmium on Cadmium Accumulation,Oxidative Response,and Microelements Regulation in the Liver and Kidney of Hexagrammos otakii     

HU Fawen  SUN Ming  LI Li  GAO Fengxiang  JIAN Yuxia  WANG Xue  WANG Xiaolong  GUO Wen 《中国海洋大学学报(英文版)》2022,21(2):479-485

The effects of cadmium(Cd)on metal accumulation,microelements contents,and antioxidant responses in Hexagram-mos otakii were studied.The fish were exposed to 0.2,2.5,or 10μg L?1 Cd for 12 or 24 days.Then,the concentration of Cd and mi-croelements(Ca,Fe,Zn,and Se)were determined in the liver and kidney.Moreover,the activities of antioxidant enzymes including superoxide dismutase(SOD),catalase(CAT),and glutathione-S-transferase(GST),and the content of malondialdehyde(MDA)in the liver and kidney were also measured.A continuous accumulation of Cd was observed throughout the experimental period.Cd accumulation was higher in liver than that in the kidney,while Ca and Fe contents were lower in liver than those in the kidney.Cd exposure resulted in a decrease of Ca and Fe concentrations in the kidney,while there was no effect on the liver.Zn and Se remained unaffected with exposure to Cd.Cd exposure induced severe oxidative stress in H.otakii,as indicated by significant induction of the activities of SOD,CAT,and GST,and a simultaneous increase of MDA content.These data show that antioxidant enzymes and mi-croelements contents can be used as potential biomarkers to monitor environmental health in fish.  相似文献   

不同方法提取马氏珠母贝外套膜胶原蛋白理化性质比较     

林海生  王雯  秦小明  曹文红  章超桦  高加龙  郑惠娜  陈忆宾  伍彬 《广东海洋大学学报》2022,(1)

【目的】系统分析不同方法提取的马氏珠母贝(Pinctada martensii)外套膜胶原蛋白的理化性质及生物学功能。【方法】分别采用酸-酶法和热水法从外套膜中提取得到两种胶原蛋白(A-PSC(Pm)和HSC(Pm)),对其氨基酸组成、微观结构及热变性温度等理化特性进行比较分析。【结果】HSC(Pm)提取率高于A-PSC(Pm);HSC(Pm)中,Gly、Glu与Arg相对含量较高,分别为20.16%、17.57%和10.07%;而A-PSC(Pm)中,Glu、Asp与Arg相对含量为19.67%、11.63%和10.07%;紫外光谱和红外光谱分别显示,两种胶原蛋白均在220 nm左右有强吸收峰,且具有典型的胶原蛋白特征带(酰胺A、B、Ⅰ、Ⅱ和Ⅲ带);扫描电镜结果显示,A-PSC(Pm)呈致密多孔网状结构,HSC(Pm)则基本为薄片状;DSC分析结果表明,HSC(Pm)具有更好的热稳定性。【结论】酸-酶法及热水法提取的胶原蛋白均具有类V型胶原蛋白特性,其结构特征及其理化性质均存在差异,可根据需求选择特定的胶原蛋白提取方法用以开发不同类型的产品。  相似文献   

长江三角洲地区人体舒适度时空变化特征北大核心CSCD     

张春阳  李正泉  肖晶晶  周良女  方贺  张立波  张含 《气候与环境研究》2022,27(5):669-678

基于1981~2020年ERA5逐小时再分析资料,采用通用热气候指数(Universal Thermal Climate Index,UTCI)计算方法,分析了气候变化背景下长江三角洲地区人体生理热响时空变化特征。研究表明:近40年长江三角洲地区人体无冷热胁迫气候条件的出现频率约为43.77%、热胁迫和冷胁迫出现频率分别约为22.42%和33.81%,其中,显著热胁迫和显著冷胁迫出现频率分别约为8.38%和1.58%;在空间分布上,长江三角洲地区无冷热胁迫气候条件的出现频率总体表现为南多北少地带性分布,兼有山区多平原少、沿海多内陆少分布特征,显著热胁迫主要出现在皖西和皖南的平原以及浙江的嘉绍平原和金衢盆地,显著冷胁迫主要出现在苏北、皖北和舟山以北的沿海岸区;在全球气候变暖背景下,长江三角洲地区UTCI值的年代际变化呈上升趋势,由1981~1990年13.83℃增加至2011~2020年14.75℃,人体生理热响应表征为冷胁迫减少、热胁迫增加、无冷热胁迫基本不变,春季无冷热胁迫时长的增加基本抵消了夏季无冷热胁迫时长的减少。  相似文献