Dynamic variation of ambient shear stress field before and after three strong earthquakes in Yunnan

IntroductionThecrustaltectonicmovementisacomplicatedevolutionprocesswithtimeandspace.Spatially,themovementofcrustaltectoniciscloselyrelatedtotheinter-movementandinteractionofmulti-leveledcrustalblocksinacertainregionandtheirborderfaults.Temporally,themovementiscloselyrelatedtothatofmulti-leveledcrustalblocksandtimesequencedevelopmentofinteraction.Anearthquakeoccurrenceistheresultofsuddenruptureofcrustmediaundertheactionoftectonicstressfield,isalsoacomplicatedprocessinnercrust.Duetotheobviousi…     

大气污染的湖泊响应及其代用标志

通过洱海和阳宗海大气污染的湖泊响应、代用标志提取和原因分析以及地表水酸化理论和自然酸性湖泊的对比研究,揭示湖水总矿化度和S04^2—的同步异常增大是湖泊早期受酸沉降危害的标志．保存于沉积记录中的磁化率、非磁滞剩磁和介形类、硅藻的数值和种群、密度等变化,可灵敏地揭示湖泊受大气污染的起点、过程和环境影响,可作为酸沉降较重湖区的代用标志．     

CHARACTERISTICS OF FOCAL MECHANISMS AND STRESS FIELD OF YUNNAN AREA

Using the seismic waveform data recorded by regional seismic network of Yunnan and Sichuan and the method of CAP, we calculate and obtain the focal mechanism of 268 earthquakes with the magnitude of M_L≥4.0 occurring in Yunnan during Jan. 1999 to Aug. 2014; then, we analyze the types and the regional feature of the focal mechanism of earthquakes in Yunnan, on the basis of the focal mechanism of 109 earthquakes analyzed by Harvard University. Based on the data of the above focal mechanism solutions, we adopt the method of damped regional-scale stress inversion to calculate the best-fitting tectonic stress tensor of every grid in Yunnan; and adopt the method of maximum principal stress to calculate the direction of maximum horizontal principal stress in Yunnan. The result shows that: (1)the strike-slip type is the most principal type of the earthquake focus in the study area and the second is the normal faulting type; while, the reverse-fault type is relatively small. The spatial distribution of focal mechanism is obvious. This reflects that the dynamic source and acting force are different in different parts of the study area. (2)The direction of the stress field in Yunnan shows a certain spatial continuity. Maximum horizontal principal compressive stress is mainly clockwise from north to south and counterclockwise from the west to the east. The direction of stress field shows inhomogeneity in space. There exist two stress conversion zones respectively in EW and NS direction. The inversion result of stress field shows that the stress field in Yunnan is complex and the principal stress direction changes greatly; and there are obvious differences in different regions.     

The Co-seismic Response of Underground Fluid in Yunnan to the Nepal MS8.1 Earthquake

In this paper, statistics are taken on the co-seismic response of underground fluid in Yunnan to the Nepal M_S8.1 earthquake, and the co-seismic response characteristics of the water level and water temperature are analyzed and summarized with the digital data. The results show that the Nepal M_S8.1 earthquake had greater impact on the Yunnan region, and the macro and micro dynamics of fluids showed significant co-seismic response. The earthquake recording capacity of water level and temperature measurement is significantly higher than that of water radon and water quality to this large earthquake; the maximum amplitude and duration of co-seismic response of water level and water temperature vary greatly in different wells. The changing forms are dominated by fluctuation and step rise in water level, and a rising or falling restoration in water temperature. From the records of the main shock and the maximum strong aftershock,we can see that the greater magnitude of earthquake, the higher ratio of the occurrence of co-seismic response, and in the same well, the larger the response amplitude, as well as the longer the duration. The amplitude and duration of co-seismic response recorded by different instruments in a same well are different.Water temperature co-seismic response almost occurred in wells with water level response, indicating that the well water level and water temperature are closely related in co-seismic response, and the well water temperature seismic response was caused mainly by well water level seismic response.     

利用2014年云南地震验证与研究四川地震预警快速震级估算模型

地震预警系统是防震减灾中最为行之有效的方法之一,其中对地震震级的估算是非常重要且困难的。目前,比较成熟的地震震级估计方法包括：基于最大卓越周期（τ_p^max）、特征周期（τ_c）和最大位移幅值（P_d）方法。利用2014年云南地3次大地震主震及余震P波初期部分的信息,验证与研究了四川地区地震预警快速震级估算模型在云南地区的适用性,结果表明3种参数模型均能在短时间内有效地进行震级估算。对于本研究数据库而言,P_d-4 s时窗模型最优,3个参数模型求得的估计震级在大震下均没有出现明显的震级饱和现象。但由于目前难以在短时窗下得到准确的震源/中距,因此推荐在云南地区地震预警系统中使用τ_p^max和τ_c模型来估计震级。     

中、强震前川滇块体遥感红外辐射异常分析——以宁蒗M5.7地震和鲁甸M6.5地震为例

许多研究表明中强地震前出现了红外辐射异常。近年来,川滇块体中、强地震频发,利用遥感数据对其红外辐射异常变化开展深入分析十分必要。结合13年MODIS/Terra遥感红外数据,采用空间距平分析法、辐射增强阈值面积指数法及辐射亮温均值低频时间序列法,对2004年4月—2017年6月红外亮温数据进行深入分析,研究川滇块体及周边构造断裂M≥5.5地震的震前异常信息。结果表明:(1)M≥6.0地震在震前3～6个月川滇块体会出现较为明显的红外辐射增强异常现象;(2)震前红外异常并非随机分布,而可能是受到相关块体的控制;(3)以宁蒗M5.7地震和鲁甸M6.5地震为例研究发现,震前辐射增强较高的小范围区域与震中位置存在一定关联。     

云南金平县阿德博独居石矿床成矿时代及地质意义

西南三江地区是我国重要的成矿区带之一,具有复合叠加成矿特征。阿德博独居石矿床位于云南省金平县境内,印度地块、哀牢山-金沙江断裂带南侧,属于哀牢山隆起的东南延伸部分。该矿床赋存于花岗质风化壳中,岩性主要有片麻状花岗岩、二长花岗岩、花岗片麻岩;矿体中主要含有独居石,少量磷钇矿、锆石、金红石、钛铁矿、榍石。岩体中片麻状花岗岩的锆石U-Pb谐和年龄为31.40±0.16Ma(MSWD=7.8),二长花岗岩的锆石U-Pb谐和年龄为34.52±0.22 Ma(MSWD=1.3),表明阿德博岩体形成于新生代古近纪,与三江地区构造体制转换阶段富碱斑岩体的成矿时期一致。片麻状花岗岩中45个锆石Hf同位素数据结果较均一,(~(176)Hf/~(177)Hf)i比值范围为0.282583～0.282712,平均为0.282633,εHf(t=31.40 Ma)范围为-6.00～-1.44,平均值为-4.21。二长花岗岩中13个锆石Hf同位素数据结果变化范围较大,(~(176)Hf/~(177)Hf)i=0.282484～0.282814(平均值为0.282681),εHf(t=31.40 Ma)=-9.43～2.22(平均值为-2.45);其中有8粒锆石的εHf(t)为负值,5颗锆石的εHf(t)为正值,暗示岩体的源区主要为地壳物质的部分熔融,可能有地幔物质的混合。     

云南维西大宝山铜矿地质特征及矿石中Ag与Cu关系探讨

云南维西大宝山铜矿区位于青藏高原东南缘,哀牢山-金沙江构造带西北部雪龙山成矿带中,是典型的中低温热液矿床。矿区主要包括望香台及滑石板矿段,根据矿床、矿体特征及详尽的镜下观察,将矿石类型划分为氧化矿、硫化矿及混合矿。氧化矿主要包括孔雀石及蓝铜矿,多分布在望香台矿段中浅部,是辉铜矿次生氧化富集作用的结果,出露形式多以混合矿产出;硫化矿主要包括辉铜矿及黄铜矿,且独立组成不同的矿物组合类型,分别为望香台矿段、滑石板矿段的主要矿石矿物。不同的矿石组合类型所含矿物种类、矿石结构构造不尽相同。通过对不同样品进行化学分析测试,发现在硫化矿辉铜矿等矿物组合中,Cu品位越高,相应Ag品位越高,存在一定的线性关系;而在硫化矿黄铜矿矿体中,Ag含量与Cu品位无相应关系;混合矿(辉铜矿、孔雀石及蓝铜矿)中此类关系更加显著。此外,辉铜矿、孔雀石、蓝铜矿单矿物矿石及混合矿矿石中含有硫砷铜银矿、深红银矿、雌黄及雄黄等伴生矿物,而黄铜矿中矿物种类较为单一。综合矿区地质特征、矿体分布特征、矿物组合类型认为,矿区中辉铜矿、孔雀石、蓝铜矿等组合类型为含银矿物的主要载体。     

云南水资源公报水资源量评价系统构建与实践

为满足实施最严格水资源管理的要求,根据水资源评价的理论及水资源公报编制的规范提出了云南水资源公报水资源量评价系统的构建思路,研究了降水、地表水资源量、地下水资源量、水资源总量的分析评价具体方法,并开发了云南水资源公报水资源量评价系统。实际应用验证表明,所提出的水资源评价方法是正确的、可行的,系统较好地支撑了云南水资源公报编制工作。     

滇西陇川断陷盆地地热水化学特征及循环过程

通过对陇川盆地开展地热地质调查,查清其地热资源分布:盆地内共出露地热点11处,热储结构类型为带状型和层状型,盆地中部为层状型,两侧盆地边缘为带状型,其中北西部受断裂控制明显,南东部受节理裂隙控制明显。其储热层为变质岩及新近系芒棒组的花岗质砂砾岩、细砂岩;地热水受大气降水影响明显,循环深度都在1 600 m以上,大部分在1 800~2 400 m之间,主要来源于深部热源,通过断裂、裂隙及砂砾石孔隙作为导水、储水上涌通道,接收来自山区补给的地下水混合出露于地表,补给距离在1.5 km以上,如南宛河温泉温度最高,地下水循环深度最深,补给距离最远,达10 km;盆地北东和西部水温高,循环深度深。