东喜马拉雅构造结泥质高压麻粒岩的锆石和独居石定年与地质意义

东喜马拉雅构造结的南迦巴瓦杂岩含有广泛分布的高压麻粒岩,但由于以前获得了许多不同的年龄,对这些麻粒岩的变质与深熔时代、持续时间和成因存在不同认识。本文对泥质高压麻粒岩（蓝晶石榴黑云片岩）中的锆石和独居石进行了系统的内部结构、U-（Th）-Pb定年和微量元素分析,以求揭示这些岩石是否具有相同的演化过程。所研究的6个蓝晶石榴黑云片岩由石榴石、蓝晶石、黑云母、石英、钾长石、斜长石、夕线石、白云母、石墨和副矿物金红石、钛铁矿、锆石和独居石组成,峰期矿物组合是石榴石+蓝晶石+斜长石+钾长石+黑云母+石英+金红石。6个样品中的锆石均由继承碎屑核+变质（深熔）幔+变质（深熔）边组成。其中3个样品中的锆石幔和边较宽,均可进行原位定年,幔部给出了类似的较老年龄范围（39.6~31.6Ma、40.8~32.0Ma和38.1~31.3Ma）,而边部给出了类似的较年轻年龄范围（26.8~17.3Ma、28.3~18.6Ma和28.4~18.8Ma）。另外3个样品的锆石幔部较窄,不能进行分析,其边部给出了与前3个样品锆石边部类似的年轻年龄范围（22.0~17.0Ma、20.9~16.9Ma和22.2~16.6Ma）。一个片岩样品中的独居石给出了与其锆石幔部+边部年龄类似的较宽年龄范围（38.1~17.5Ma）,而另外3个样品中的独居石获得了与其锆石边部年龄相似的年轻年龄范围（26.0~18.8Ma、22.3~16.9Ma和26.4~19.4Ma）。随着年龄的减小,锆石和独居石的Th/U比值增大,Eu/Eu^*减小,独居石的HREE和Y含量减小。基于这些分析结果,笔者认为所研究的6个片岩记录了相同的、从~41Ma持续到~17Ma的进变质与深熔过程。但是,由于某些样品中的锆石和独居石在早期变质和深熔过程中形成的结晶域（锆石幔部）很窄,无法定年,导致不同的样品获得了不同的年龄范围。结合现有研究成果,笔者推测南迦巴瓦杂岩中的高压麻粒岩经历了相似的长期进变质与深熔过程。     

贵州涟江惠水段河流阶地特征与地貌演化研究

贵州涟江惠水段级次清晰的四级阶地是流域地貌阶段性演化的直观记录。笔者等利用差分GPS测量法精确厘定了涟江阶地的级序和高程,结合剖面观测发现从上游到下游,涟江惠水段阶地标高和级差逐渐降低,地貌面整体呈“收拢”趋势;阶地沉积物呈现砾石层厚度变小,砾石含量降低、砾径减小,砂质沉积占比增大趋势;阶地类型从基座阶地为主向堆积阶地为主演变。光释光（OSL）测年显示,T1阶地埋藏年龄31.2±2.0 ka BP到14.7±1.3 ka BP,T2阶地122.4±8.5 ka BP到66.9±3.8 ka BP,阶地年龄与贵州高原其他流域十分相近,具有同步演化特征。结合阶地时代和发育特征,认为贵州高原河流阶地是构造运动的产物。涟江四级阶地记录了在更新世以来四次构造抬升背景下,流域经过多期自北向南“削高补低”的地貌改造,逐步由构造洼地演变为山间盆地的地貌过程。     

北京通州某改造区土壤中DDTs和HCHs的地球化学特征及风险评价

选取北京通州环球影城附近某改造区为研究区域,共采集15件表层土壤样品,主要分析了该地区土壤中DDTs和HCHs的空间分布地球化学特征;采集垂向样品,并分析了DDTs和HCHs在土壤垂向剖面中的分布情况。表层土壤样品中大部分的DDTs和HCHs有检出,ΣDDTs的残留量为494~19615 μg·kg-1,ΣHCHs为082~1021 μg·kg-1。土壤垂向剖面分析结果表明,DDTs部分有检出,两剖面中残留量整体随深度变化不明显,但局部出现突变现象;HCHs全部检出,两剖面中残留量整体随着深度增加不断减少。参照国家相关标准对该区土壤环境整体进行评价,初步分析通州区环球影城地区土壤中残留DDTs除个别点符合二级标准外,其余都处于一级标准,残留风险较低;土壤中残留HCHs基本符合一级标准。结合不同异构体之间含量特征及分布,认为该地区局部近期可能存在HCHs输入现象。最后,对该改造区进行了健康风险评价,结果表明该区DDTs和HCHs在致癌风险和部分非致癌风险方面影响较小。     

灰色GM(1,1)模型和Verhulst模型在喀斯特地区耕地预测中的应用——以毕节生态试验区为例

毕节生态试验区是典型的喀斯特地区,人口密度大,生态环境脆弱,水土流失严重,耕地保护尤为重要.本文以毕节地区1998-2006年常用耕地面积统计数据为基础,分别利用灰色GM(1,1)模型和Verhulst模型对该喀斯特地区常用耕地面积变化作预测.预测结果表明,GM(1,1)模型和Verhulst模型都揭示了毕节地区常用耕地面积在未来几年呈逐年递减的趋势.但是通过模拟精度验证,研究区耕地面积原始数据变化曲线呈S型,就灰色GM(1,1)模型与Verhulst模型模拟预测结果相比较,对于原始数据的模拟,GM(1,1)模型预测精度较高,而Verhulst模型更适合研究区未来几年耕地面积变化的预测.该研究结果可为区域合理利用土地资源、编制土地利用规划和耕地保护提供依据.     

广州地铁小谷围岛站基坑支护设计与监测分析

依据地质条件与地形特点,对广州市小谷围岛地铁站基坑采用放坡土钉墙支护,部分地段采用超前钢管加强支护,盾构吊出井、调头井段采用钻孔灌注桩加内支撑支护方案。采用理正软件对不同设计剖面进行了理论计算分析。分析结果表明基坑安全可靠。依据有关规范制定了基坑施工监测方案,针对基坑工程施工监测结果进行了分析,可供同类工程借鉴。     

基于卫星遥感资料的海洋表层流场反演与估算

为解决实际海流资料探测困难,难以大范围有效获取的问题,利用2000～2008年卫星高度计资料和QuikSCAT卫星遥感风场资料,开展了全球海表地转流和Ekman流的反演估算;针对不同纬度地区(赤道和赤道以外地区)地转效应和海洋运动差异,引入不同的运动学模型和反演估算方案,反演得到0.5°×0.5°的逐周全球表层流产品.对比分析表明,卫星资料反演估算的海洋表层流场能较为客观、准确地表现实际海表流场的基本特征,进而为海洋热量和海洋物质输送等研究提供了可用的海流数据信息.     

雷诺数对藻类垂向分布特性的影响

为研究紊流水体中藻类的垂向分布特性,依据三峡水库次级河流回水段的水动力状况,自行设计了水流实验装置,选取次级河流回水区水华高发时段的气候状况和营养盐水平为实验条件,研究了雷诺数对蓝藻、绿藻和硅藻垂向分布的影响以及雷诺数对不同水深处藻类的悬浮和聚集行为的作用.研究结果表明:在水温为20℃、光照强度为5000 lx的富营养水体中,当断面平均流速在0～0.005 m/s、雷诺数在0～1750时,蓝藻主要悬浮聚集在0.2～0.8 m的表层水体中;而当断面平均流速在0.1～0.5 m/s、雷诺数在35000～175000时,硅藻主要悬浮聚集在0.2～0.8 m的表层水体中;与蓝藻和硅藻相比,绿藻适宜的雷诺数范围更宽,当断面平均流速在0～0.05 m/s、雷诺数在0～17500时,绝大部分的绿藻都能悬浮聚集在0.2～0.8 m的表层水体中.     

FAULT ACTIVITY OF THE SOUTHWESTERN SEGMENT OF THE EASTERN BRANCH OF XINYI-LIANJIANG FAULT ZONE IN GUANGDONG PROVINCE

The NE-trending Xinyi-Lianjiang fault zone is a tectonic belt, located in the interior of the Yunkai uplift in the west of Guangdong Province, clamping the Lianjiang synclinorium and consisting of the eastern branch and the western branch. The southwestern segment of the eastern branch of Xinyi-Lianjiang fault zone, about 34km long, extends from the north of Guanqiao, through Lianjiang, to the north of Hengshan. However, it is still unclear about whether the segment extends to Jiuzhoujiang alluvial plain or not, which is in the southwest of Hengshan. If it does, what is about its fault activity? According to ‘Catalogue of the Modern Earthquakes of China’, two moderately strong earthquakes with magnitude 6.0 and 6.5 struck the Lianjiang region in 1605 AD. So it is necessary to acquire the knowledge about the activity of the segment fault, which is probably the corresponding seismogenic structure of the two destructive earthquakes. And the study on the fault activity of the segment can boost the research on seismotectonics of moderately strong earthquakes in Southeast China. In order to obtain the understanding of the existence of the buried fault of the southwestern segment, shallow seismic exploration profiles and composite borehole sections have been conducted. The results indicate its existence. Two shallow seismic exploration profiles show that buried depth of the upper breakpoints and vertical throw of the buried fault are 60m and 4~7m(L5-1 and L5-2 segment, the Hengshan section), 85m and 5~8m(L5-3 segment), 73m and 3~5m(Tiantouzai section), respectively and all of them suggest the buried fault has offset the base of the Quaternary strata. Two composite borehole sections reveal that the depth of the upper breakpoints and vertical throws of the buried segment are about 66m and 7.5m(Hengshan section) and 75m and 5m(Tiantouzai section), respectively. The drilling geological section in Hengshan reveals that the width of the fault could be up to 27m. Chronology data of Quaternary strata in the two drilling sections, obtained by means of electron spin resonance(ESR), suggest that the latest activity age of the buried fault of the southwestern segment is from late of early Pleistocene(Tiantouzai section) to early stage of middle Pleistocene(Hengshan section). Slip rates, obtained by Hengshan section and Tiantouzai section, are 0.1mm/a and 0.013mm/a, respectively. As shown by the fault profile located in a bedrock exposed region in Shajing, there are at least two stages of fault gouge and near-horizontal striation on the fault surface, indicating that the latest activity of the southwestern segment is characterized by strike-slip movement. Chronology data suggest that the age of the gouge formed in the later stage is(348±49) ka.     

DEVELOPMENT OF EARTHQUAKE EMERGENCY DISASTER INFORMATION PRE-EVALUATION DATA BASED ON KM GRID

After an earthquake, earthquake emergency response and rescue is one of the effective ways to reduce casualties from the earthquake. Earthquake emergency disaster information is one of crucial factors to effectively guide the rescue work. However, there is a "black box effect" on the emergency disaster information acquisition after an earthquake, which means real-time earthquake disaster information is insufficient. Hazard estimates are usually used as a substitute for the real-time disaster information in the "black box" period. However, it is subject to the accuracy and speed of the estimation. The development of the km grid technology provides good prospect to solve this problem. The paper suggests to develop earthquake disaster information pre-estimation data with the support of the km grid technology. The definition and source of the pre-estimation data are introduced and its possibility in improving the estimation speed and accuracy are analyzed theoretically. Then, we elaborate the calculation model of the pre-estimation data. The framework of the model includes disaster-bearing body data, disaster-causing factors used in calculation and calculation formula. The disaster-bearing body data in km grid format are introduced, including population data in km grid format and building data in km grid format. Then the four elements of the earthquake(earthquake occurrence time, earthquake location, earthquake magnitude and focal depth)are selected as disaster-causing factors for calculation. Map algebra method is used to realize the calculation model in which calculation parameters are associated with base map in the km grid format. So the pre-estimation data are developed by python and ArcGIS, which includes building damage dataset(100 layers), death toll dataset(10 layers)and direct economic loss dataset(5 layers). Finally, the pre-estimation data based method for earthquake emergency disaster information estimation is presented. With the support of this method, two real earthquake cases are used to validate the effect of the pre-estimation data. The validation results show the pre-estimation data can not only significantly improve the speed of the estimation but also greatly improve the accuracy of the estimation. Another good result is found in the validation process that with the support of the pre-estimation data, the estimated result can display the spatial distribution of the disaster information, which will effectively aid earthquake emergency response and rescues.     

PRE-ASSESSMENT OF EARTHQUAKE-INDUCED LOSSES BASED ON FIELD SURVEY AND KILOMETER GRID DATASET: A CASE STUDY FROM DEHONG DAI-JINGPO AUTONOMOUS PREFECTURE

The pre-assessment of earthquake damage based on field surveys and grid dataset in 1km resolution is very helpful for emergency preparedness and mitigation of earthquake disaster losses.In this paper,we briefly introduced the contents,principles,methods and the results of software assessment as well as the revised results after field surveys.In addition,the emergency supplies and manpower requirements after the outbreak of earthquake are discussed.The assessment contents include the earthquake affected area and population,the amount of casualties,injuries,economic losses,and the number of population to be resettled.Scenario earthquake is set with an interval of 50 kilometers along the major faults and the losses induced by earthquake are outputted by the software.After that,the software outputs are revised based on field surveys.In addition,according to the earthquake cases happening between 2008 and 2015,the growth curve model used to estimate the demand of rescue supplies and teams is also proposed in this study.Based on this model and the software named earthquake emergency disaster rapid assessment and dynamic visualized software (NIE Gao-zhong,2014),and with the help of the statistical data such as population density and socio-economic situations,earthquake losses are pre-assessed by taking Dehong Dai-Jingpo Autonomous Prefecture as an example.The comparison shows that the actual losses are nearly the same as the software outputs.However,due to the ignorance of the casualties caused by geological disasters,the revised casualties are more than the software output.Not only the study area discussed in this paper,the earthquake loss assessment method can also be used to other regions in China.