P wave velocity structure of upper and middle crust beneath the Three Gorges reservoir dam and adjacent regions

The three-dimensional P wave velocity structures of upper and middle crust beneath the Three Gorges reservoir dam and adjacent regions were reconstructed by means of the seismic tomography, using the absolute P-arrivals from the events observed by the Three Gorges seismic network. Our preliminary study of the deep structure shows: (1) the lithology of the Huangling anticline, integral and highly solidified, exhibits a uniformity. Down to a depth of 20 km, the Huangling anticline still shows high-velocity anomalies. Note that the characteristics of the velocity images with the different depths are not the same; (2) the depth of the sedimentary rocks beneath the entire Zigui basin is not constant, which is less than 6 km; (3) the top boundary of the crystalline basement varies from 0 to 7 km, whereas the bottom one between 14 and 16 km; (4) the partially molten substances of the upper mantle are located in the Badong-Zigui and its adjacent regions as well as nearby Peishi area. The development and evolution of the current tectonics are associated with the cooling and solidifying process of the molten substances within the upper mantle; (5) the different velocity structures of the deep crust in both east and west side of the Jiuwanxi fault are to be investigated in order to understand the origin of gravitational gradient zone in the Three Gorge areas; and (6) the velocities within the upper crust would be affected by reservoir water permeability. Supported by National Natural Science Foundation of China (Grant No. 40574039), National Key Technology R& D Program (Grant No. 2008BAC38B02)     

施工顺序对软土地坪复合地基的影响探讨

场地回填土与搅拌桩施工顺序将直接影响软土地坪复合地基的处理效果,其中沉降控制是影响地坪安全运行的关键。以近海软土地区工业厂房水泥土搅拌桩复合地基工程为例,探讨了复合地基水泥土搅拌桩、回填土两种不同施工顺序的影响因素及相应处理效果;通过数值模拟试验,计算分析了不同填土厚度下两种工况的地基固结总沉降、施工沉降、工后沉降。结果表明,采用“先土后桩”的施工顺序的施工期沉降大于“先桩后土”,但工后沉降大大减小,提高了软土地坪地基处理效果,有利于处理后地坪的安全运行,验证了前述分析结论,为合理设计方案的确定提供了重要的参考依据。     

Influence of urban expansion on the urban heat island effect in Shanghai

The urban heat island (UHI) effect resulting from rapid urbanization is attracting increasing attention among the global scientific community. This research analyzed the relationship between urban expansion and the UHI effect utilizing an integrated approach, including urban land interpretation and retrieving land surface temperature based on remote sensing, and spatial overlay analysis for revealing the relationship for different time periods between 1984 and 2014 in Shanghai, China. The results show that (1) the spatiotemporal changes in UHI are consistent with the expansion of urban land, and rapid urban expansion leads to an expansion of the UHI, in particular along roadways. (2) The mode of urban expansion is an important factor influencing the UHI effect. Urban sprawl (urban expansion in the edge-expansion way) is a form of typical expansion that leads to the rapid increase in the UHI. When the urban compactness ratio is less than 0.15, a compact design can effectively control the expansion rate of the UHI and mitigate its range of influence and intensity. However, when the urban compactness ratio is greater than 0.15, the urban design has a marked influence on the UHI ratio index: a more compact form produces a stronger UHI effect. So, finding an equilibrium between urban compactness ratio and urban expansion rate is good for effective urban management and planning.     

一个被动大陆边缘的“开”“合”史及找矿标志——以赣西北震旦系至下古生界为例

本文根据赣西北地区震旦系至志留系基本层序和板内构造演化,可把古板块构造发展划分为4个阶段:开裂期(Z_1l-Z_2p)以中、小规模的重力流和凝缩段为特征;成熟发展期(∈_1-∈_3~1),以沉降沉积作用为主;萎缩期(∈_3~2-O_2h)以大规模重力流和混生动物群为特征;闭合期(O_3-S_3)以双幕式沉积为特征。同时阐述了在板块发展的各个阶段,不能忽视其成矿作用。     

华南季风降水对应的环流指数

利用NCEP再分析资料及台站和格点降水量资料分析了华南季风降水与周边大气环流的关系,并由此建立了反映6月华南降水强度的季风指数,这一季风指数利用菲律宾及其以东与华南850 hPa涡度差定义。华南季风指数具有很好的区域代表性,华南季风指数与亚洲格点日降水量的主要正相关区集中在华南。华南季风指数可以很好地描述华南降水的年际变化和极端年份,季风指数强 (弱) 的年份也是华南降水偏多 (少) 的年份,极端的华南季风指数年份对应极端的华南降水年份。华南季风指数高与低年份对应的华南降水量差值通过了0.01的显著性检验。在年代际尺度上,季风指数强 (弱) 的年代与华南降水偏多 (少) 的年代有很好的对应关系。华南季风指数包含了西南季风、副热带高压以及中高纬度西风槽等各影响系统的信息,可在业务上使用。     

马尼拉海湾和莱城港湾的辐射状况

本文利用在马尼拉海湾和莱城港湾考察所获得的少量辐射资料,分析了该两地区辐射各量值的日变化特征和地区差异。揭示了海(港)湾水面及其紧邻海岛陆面的辐射特征差异。这些信息很可能有助于上述地区海洋大气间热量交换的分析计算。     

A time-space based approach for mapping rainfall-induced shallow landslide hazard

A rainfall-induced shallow landslide is a major hazard in mountainous terrain, but a time-space based approach is still an unsettled issue for mapping rainfall-induced shallow landslide hazards. Rain induces a rise of the groundwater level and an increase in pore water pressure that results in slope failures. In this study, an integrated infinite slope analysis model has been developed to evaluate the influence of infiltration on surficial stability of slopes by the limit equilibrium method. Based on this new integrated infinite slope analysis model, a time-space based approach has been implemented to map the distributed landslide hazard in a GIS (Geographic Information Systems) and to evaluate the shallow slope failure induced by a particular rainfall event that accounts for the rainfall intensity and duration. The case study results in a comprehensive time-space landslide hazard map that illustrates the change of the safety factor and the depth of the wetting front over time.     

西藏果芒错蛇绿混杂岩中硅质岩的地球化学特征及其形成环境

果芒错蛇绿混杂岩位于狮泉河—永珠—嘉黎蛇绿混杂岩带中段,是该带中保存较好的一套蛇绿混杂岩,其形成环境是确定狮泉河—永珠—嘉黎蛇绿混杂岩带构造属性的重要依据。对果芒错蛇绿混杂岩中的硅质岩进行了地球化学分析,为判断蛇绿混杂岩的形成环境提供新的约束条件。硅质岩通常呈几十厘米夹层产于玄武岩中,含有大量晚三叠世—白垩纪放射虫化石。硅质岩SiO2含量为71.38%~77.67%,Al2O3含量为8.62%~11.51%,MnO/TiO2值为0.28~0.35,(Ce/Ce*)SN值为0.92~0.94,(La/Ce)SN值为1.13~1.17,反映了陆源物质的影响,而V、Ni、Cu和V/Y值高于大陆边缘硅质岩,与洋中脊和大洋盆地硅质岩相似,说明果芒错硅质岩可能形成于受陆源物质影响且与大陆边缘有一定距离的环境中。结合变质橄榄岩、镁铁质岩墙和玄武岩的地球化学特征,初步认为果芒错蛇绿混杂岩的形成环境为靠近大陆边缘的弧后盆地。     

海洋动物体石油烃污染评价标准参考值的探讨

目前,国内外尚无颁布任何海洋生物石油污染评价标准,为了满足海洋生物石油污染评价的需要,本文采用综合分析与毒理学分析相结合的方法,探讨和提出了海洋动物石油污染评价标准参考值,海洋鱼类、贝类和甲壳类的石油污染评价标准参考值（干重）分别为１５、７０ 和２５ ｍ ｇ／ｋｇ。     

注入速率对CO_2地质储存封存潜力的影响分析

国内某著名煤炭企业计划实施每年10万吨的CO2地质储存（CCS）项目,拟选了5组地层做为目标储层。但所选封存层平均渗透率在0.15~0.6mD,平均孔隙度在2~6%,属于低渗低孔地层,如不进行人工压裂提高注入层渗透率,要实现预定存储目标尚有一些困难。笔者在研究中发现,除对目标层进行一定的水裂酸化处理提高地层渗透特性可以显著提高注入性和存储能力外,CO2注入速率的变化对地层的封存能力和注入性也有明显影响。运用TOUGH2-ECO2N软件分别模拟了无水裂及水裂情况下8种不同注入速率下这些目标存储层的压力变化及CO2封存状态比例及理论最大封存能力。模拟结果表明使用水裂酸化方法对储层进行处理后,不仅可以使注入总量达到项目要求,还可使系统理论最大储存能力提高55%;并且在灌注过程中采用变速灌注方式,可以有效控制系统压力积聚,对将来实际灌注压力控制具有重要意义。