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)     

松辽盆地丰乐地区营城组火山岩储层预测

徐家围子断陷的主要产气层段为营城组火山岩段地层,所以研究该地层对寻找天然气藏具有非常重要的意义.本文利用丰乐地区的高分辨率地震资料、岩石物性资料、测井资料对下白垩统营城组火山岩进行构造精细解释,火山岩地震相及岩相分析从而进行储层预测,利用均方根振幅、瞬时频率能量及瞬时吸收系数能量等地震属性分析结合地震反演技术精细刻画火山岩储层.结果认为：均方根振幅、瞬时频率能量和瞬时吸收系数能量能较好预测火山岩相和储层物性;有利储层在反演剖面上表现为中低阻抗特征,中等密度;较好储层主要分布在工区的西部与中部.     

水库诱发地震的水二级相变孕震模型

文中讨论了库水渗漏在水库诱发地震中的作用,经过分析研究现有的水库诱发地震资料及相关理论,类比蒸汽锅炉与重力热管的热工原理,提出了水库地震成因的超临界水二级相变孕震模型。模型在水库孕震的各阶段表现为:初始阶段,渗漏水在压力注射和重力作用下形成水塞密封盖层,在超临界温区的地层裂隙中引发二级相变循环对流;孕育阶段,地层原生裂隙在高围压条件下形成应力腐蚀、化学蚀变、温差应力破碎作用,从而原生裂隙更加发育,制造了更大的对流循环通道;临震突变阶段,在热管下部热交换区内的临界水热通量剧增,超临界水发生横向流动,向封盖层外部扩散;发震阶段,在超临界水重力热管的通量和热管上部交换区所形成的压力,超过地层或封盖层的破坏极限时,推动上部地层做活塞运动导致地震     

水库地震烈度衰减的研究

水库地震由于具有震源浅、震级小但破坏较同等级的天然地震重的特点,其地震烈度衰减关系在水库地震灾害预测中有着十分重要的研究意义。然而,由于水库地震事件数量少,历史震例往往缺乏地面烈度调查资料,这给研究工作带来了相当大的难度。为了解决资料不足的问题,文中采用聚类分析的方法,从丰富的天然地震中选择可与水库地震灾害类比的震例,把其烈度资料引入衰减模型进行回归分析,得到了新的地震烈度衰减关系;并与已有的研究成果和天然地震的烈度衰减进行比较,证明了这种方法具有合理性,所得到的水库地震烈度在近场普遍比天然地震烈度高,但由于加入了天然地震资料使得结果比已有水库地震烈度衰减慢且震中烈度稍低     

基于井位的地震属性融合技术研究

在利用地震属性对储层预测的研究中,大部分理论方法主要存在利用单一属性预测储层这一缺陷,在实际应用中则存在单一属性不能正确预测储层的问题,这些问题应通过多元属性融合技术来解决,本文在已有井资料的基础上,对属性融合技术进行了研究,分析各属性对储层的影响因素,利用井位计算各地震属性融合比重,有机的结合了各属性的优点,提出了这一问题新的解决方法.实际资料的应用显示,该方法在储层预测中取得了良好的效果.     

基于Copula函数的连河通江湖泊防洪安全设计:以洪泽湖为例

湖泊作为一种蓄水单元,尤其是大型过水性湖泊,是一种典型的平原型水库,在功能上与山谷型水库具有许多相似之处,但由于其特殊的地理地形构造,使得入湖洪水过程与入库洪水过程存在着较大的差异.在防洪安全设计研究中,山谷型水库关注的多是坝址洪水,即总的入库洪水过程,而对于湖泊来说,还需要关注各个分区的入湖洪水过程对湖区洪水演进的影...     

含水平缝薄互层储层地震响应特征物理模拟

油气储层之中常存在沿层理发育的水平裂缝,并对储层特性有着不可忽视的影响.水平裂缝与层理平行,使得裂缝的地震响应与层理的地震响应互相混叠,给水平缝的地震识别带来了困难.本文利用地震物理模拟技术,模拟并分析了含水平裂缝的薄互层储层地震响应特征,为水平裂缝的地震识别提供依据.首先设计并制作了用于模拟含水平裂缝的薄互层储层物理...     

立交构造与渭河盆地地震活动

分析了鄂尔多斯地块南部和渭河盆地构造的空间分布特征，认为鄂尔多斯地块南部存在3条NW向隆起带，渭河盆地内部存在3个近EW向斜列的次级沉降中心，这些隆起带与次级沉降中心及其间的横向隆起共同组成了立交构造，分析了渭河盆地内部及其周边地区历史地震和现代地震的空间分布，发现立交构造对盆地内地震活动有着较强的控制作用。     

小浪底水库断裂构造分析与诱发地震预测

对小浪底水库区城崖地，塔底，石井河等主要活动断层的基本特征作了 简要介绍，采用断层强度分析法分别估算了小浪底水库蓄水前和一些断层面的抗滑稳定系数，对库区地震活动性，应力状态，岩溶和岩体渗透性等诱震条件进行了分析，对水库诱发地震的最大震级和可能的震中位置进行了初步预测。     

Auswirkungen des Ablassens von Hochwasserrückhaltebecken auf deren Limnochemie und Phytoplankton-Biozönose

Reservoirs have to be released when repairing of the dams is necessary. In 1995, two reservoirs in Baden-Württemberg (Germany) of similar age and volume (Lake Herrenbach near Göppingen, 1.0 Mio. m³ and Lake Breitenau near Heilbronn, 2.3 Mio. m³) were emptied. This allowed the singular possibility to investigate the effects of drainage and refilling on the limnochemistry and the phytoplankton biocoenosis of such artificial lakes.Before the drainage of the reservoirs, both lakes showed phosphorus release from the sediment during summer stagnation. Phosphorus values of Lake Herrenbach were regularly higher than those of Lake Breitenau (Lake Herrenbach 88 μg/l, Lake Breitenau 33 μg/l). During release, both lakes indicated higher phosphorus and chlorophyll concentrations as well as rising biomasses. Remarkable differences were observed during refilling of the reservoirs: while Lake Herrenbach showed higher transparency and lower phosphorus concentrations, Lake Breitenau progressed towards eutrophication (total phosphorus during summer 1996: Lake Herrenbach 30 μg/l, Lake Breitenau 55 μg/l). One reason for the reaction of Lake Breitenau was the reduced ground drainage during the refilling, which caused an accumulation of nutrients in the hypolimnion. Another reason was the mineralisation of vegetation which covered great parts of the dry lake sediment. The limnological change of Lake Herrenbach was not as clear but could be caused by the restauration of the pre-reservoir which was drainaged and dredged before the emptying of the main reservoir started as well as many other facts which differed Lake Herrenbach from Lake Breitenau.