The strong ground motion observation for the Wenchuan aftershock

In this paper, the mobile strong ground motion observation for the destructive earthquake is introduced.Considering the characteristics and its spatial distributions of aftershock, 59 strong ground motion instruments were installed along the Longmenshan fault area, and more than 2 000 records have been accumulated.It shows that it is necessary to per-form the mobile strong ground motion observation after the destructive earthquake, and the precious collected data could be applied for further research.     

镜泊湖火山台网防雷地网的建设

镜泊湖火山台网位于崇山峻岭之中,经常遭到强雷电袭击。为了使台网设备稳定高效运转,减轻雷电地干扰,我们对台网的防雷设施进行了建设,取得了非常好的防雷效果。     

Analytical Design Curves to Maximize Pumping or Minimize Injection in Coastal Aquifers

Explicit algebraic equations are derived to determine approximate maximum pumping rates or minimum injection rates to limit sea water intrusion to a prespecified distance from the coastline. The equations are based on Strack's (1976) single-potential solution. The maximum pumping rates and minimum injection rates applied at wells with uniform spacing to control the inland movement of the fresh water-salt water interface in a coastal aquifer could be calculated from Strack's (1976) solution without the need of a numerical optimization algorithm. When wells are distributed in a simple fashion, the maximum intrusion location can be identified precisely for pumping cases and approximately for injection cases. For pumping cases, critical points are the limit of allowable salt water intrusion, whereas no such limit exists for injection cases. Once an application site is identified, a series of design curves for pumping and injection rates can be developed for arbitrary intrusion limits. When a user is interested only in the largest pumping rates associated with critical points, one design curve can yield complete information.     

川滇地区中小震地震动衰减特征分析

利用2007年以来川滇地区24次中小型破坏性地震(Ms4.7～6.7)的基岩场地和土层场地的强震动记录,分别统计获得了川滇地区水平向基岩场地和土层场地的地震动峰值及加速度反应谱衰减关系.通过与俞言祥等2006年基于转换方法得到的我国西部基岩地震动衰减关系的对比,验证了本文衰减关系对利用中小地震进行地震动估计的可靠性.同时,根据强震动数据随震级以及震中距的分布,分析了本文结果的适用性和可靠性.     

依兰-伊通断裂方正段晚第四纪以来的构造活动及其地貌表现

方正断陷是位于依兰-伊通断裂中北部的一级负向构造单元,依兰-伊通断裂构成盆地边界的控堑断裂,在盆地中部发育走滑断裂(伊汉通断裂),与边界断裂一起构成统一的断裂系统。该中部断裂的最新活动在地貌上具有明显的表现,在卫星影像上显示出清晰的线性。笔者在高分辨率卫星影像解译的基础上,通过野外地质地貌观察测量等手段,分析认为此断裂为一长期活动断裂,普遍错断河流一级阶地,并有连续的断层陡坎展布,最新的活动时代为全新世,应该曾发生过7级以上地表破裂型地震。现今以右旋走滑运动为主,兼具垂向滑动分量,并且垂向上表现为枢纽断层的运动特征。这些结果与前人认为的依兰-伊通断裂晚第四纪以来活动性极弱,东北地区是我国构造最稳定的地区的结论似乎不甚相符。笔者认为还需要更深入的工作,以分析该断裂与盆地边界断裂的关系,并以科学的态度认识依兰-伊通断裂活动特征,充分认识其地震危险性。     

鲁甸 MS6.5级地震强震动记录及震害分析

2014年8月3日发生的鲁甸地震是我国继2013年芦山地震之后的又一次破坏性浅源地震,造成了严重的人员伤亡和工程结构破坏.本文处理了我国数字强震动台网捕获的60余组主震三分量强震动记录,绘制了震中附近区域的峰值加速度等值线图,长轴沿西北-东南方向展布.通过与中国西部常用衰减关系的对比,发现各模型的预测值均不同程度高估了峰值加速度、峰值速度的观测值.最后以水平向峰值加速度较大的三个典型台站为例,详细调查了附近建筑的破坏情况,结合宏观烈度分布结果,分析了地震动特征与震害的相关性.     

沉积层地震观测噪声的对比试验

天津地区的地质构造条件复杂,其中大部分地区被新生代沉积物深度覆盖,地势以平原和洼地为主,北部有少量低山丘陵,平原约占93％.因此,天津市测震台网地震观测台站除蓟县台有基岩出露台外,其余台站均为井下地震观测.而井下地震计维修价格昂贵且不易维修,同时还面临着由于井下电缆损毁,地震计无法回收等问题.为此,天津市测震台网一直在寻找一种可替代现有井下观测的新方式,以应对深覆盖层地震观测存在的问题.本文通过地震观测,完成了一地多台基情况下台基噪声的对比试验,得到了很好的对比结果.该方法适合在其它类似天津这样沉积层较厚的地区推广使用,可达到简化地震计安装、降低设备维护成本和方便维护的目的.     

Characteristics and sedimentary processes of lamina-controlled sand-particle imbricate structure in deposits on Lingshan Island,Qingdao, China

Imbricate structure is a common sedimentary structure and is well developed in sandy sediments.Here,we report a laminacontrolled fine-sand-particle imbricate structure in a set of very fine grained sedimentary rocks(fine sandstone,siltstone,and mudstone)at the Dockyard and Qianceng Cliff areas of Lingshan Island,Qingdao,Shandong,China.Sets of up to 300 laminae are found in stratigraphic profiles in these areas.The laminae are generally less than 1 mm thick,with most being 0.3–0.4 mm thick and the thinnest being0.1 mm.The dip angle of the imbricate structure varies widely,between 0°and 90°,with an average dip angle of about 40°–50°,which is higher than that of imbricate riverbed gravels(about 34°).The dip angle is a function of the shape and sorting of the particles,as well as the hydrodynamic conditions under which these fine-grained sediments were deposited.Several profiles show well-developed multiscale,soft-sediment deformation structures.Flute casts,load casts,and groove casts are also common.Fragments of carbon remains occur widely and commonly constitute stringers several millimeters thick and up to 10 cm long,together with fine clasts.Vitrain lenticles are also common.Based on the imbricate structure of the Lingshan Island deposits,it is shown that in addition to paleocurrent analysis,the imbricate structure can be used to infer information about fluid properties,transport characteristics,and sedimentary processes of the depositional environment.A near-bottom underflow,either of authigenic origin or derived from cold river water in winter in a delta interdistributary bay or delta-front environment,is inferred to have provided the hydrodynamic setting in which this imbricate structure formed.The imbricate structure,together with other sedimentary structures and features,shows that the sedimentary rocks on Lingshan Island were deposited in an inland,shallow-water environment,such as a delta,and not in a deep-water or submarine continental-slope environment.     

中国胶东焦家式金矿类型及其成矿理论

胶东焦家式金矿是中国最重要的金矿类型,是受构造控制的热液型金矿,可分为破碎带蚀变岩型、含金石英脉型、破碎带石英网脉带型、硫化物石英脉型、层间滑动构造带型、蚀变砾岩型和盆缘断裂角砾岩型等亚类。金矿成矿时期为早白垩世,成矿物质来源于强烈的壳幔相互作用,常具有绢英岩化、黄铁矿化、硅化、钾化等矿化蚀变,金矿体产出具有尖灭再现、分支复合、侧伏、斜列、叠瓦规律。岩浆热隆、流体活动、伸展拆离是导致胶东大规模金矿形成的三大关键要素;早白垩世壳幔同熔岩浆活动分凝和激活的围岩流体是金矿迁移、富集的载体;岩浆上隆产生的伸展拆离构造为金矿成矿提供了有利空间。据此,提出了焦家式金矿“热隆-伸展”成矿理论。焦家式金矿形成于早白垩世中国东部岩石圈大规模减薄阶段,受伸展构造系统控制。控矿构造沿倾向呈现陡缓相间的倾角变化规律,金矿主要沿断裂倾角变化的平缓部位和陡、缓转折部位富集,构成“阶梯式”分布型式。     

人工回灌物理堵塞特征试验及渗滤经验公式推导

人工回灌是提高水资源利用水平的重要工程措施,然而回灌过程中的堵塞问题会影响入渗效率和入渗工程的使用寿命。为了深入研究堵塞的机理,以控制堵塞问题,通过砂柱试验模拟了地下水人工回灌物理堵塞过程,通过测定含水率的变化分析了由堵塞引起的砂柱饱和-非饱和状态的转化。试验中出流速率经过了迅速增大到一峰值后快速减小,然后又缓慢变小的过程,即：仅经过72 h的回灌,砂柱的出流速率减小为2.18 m/d;72 h后砂样出流速率的减小明显放缓;192 h时,砂样出流速率为0.81 m/d,约为出流速率最大值的1/10。试验结果表明：回灌水悬浮物颗粒进入砂样空隙中引起渗透性减弱,和逐渐沉积在砂柱顶部形成的淤泥层是造成堵塞的直接原因,而淤泥层的形成是造成渗滤速率迅速下降的关键因素;淤泥层的弱透水性使砂样由上至下含水率发生了变化,导致了砂样导水率和水力梯度都降低,促使回灌渗滤速率迅速减小;回灌时间越长,淤泥层厚度越大,出流速率越小。由10组对比试验的结果,综合考虑引起雨洪渗滤系统堵塞的各种因素,建立了无砾石滤料雨洪水回灌过程计算渗滤速率变化的经验模型,拟合结果决定性系数为0.932。