晋冀蒙交界地区最小一维速度模型联合反演     

高源  张晖  张帆  翟浩 《山西地震》2019,(2):19-21

文章使用内蒙古地震台网记录到的晋冀蒙交界地区517个定位地震,在参考原始编目报告的基础上,用和达法拟合走时曲线删除错误数据,使用Kissling方法联合反演得到晋冀蒙交界地区最小一维P波速度模型和震源位置。结果显示,研究区P波速度随着深度增加而递增,无明显间断面,联合反演得到的震中位置较原始报告分布更集中,簇状分布更明显。  相似文献   

利用断裂带首波分析甘孜—玉树断裂带拉张盆地结构特征   总被引：1，自引：0，他引：1       下载免费PDF全文

杨微  王宝善  彭志刚  田晓峰  袁松湧 《地球物理学报》2020,63(3):1197-1213

对断裂带及附近区域地层精细结构的描述是理解地震孕育和发生过程的基础.不同板块或块体边界在构造或区域应力作用下,常常会形成速度间断面和低速的断裂带,间断面和低速带的存在会产生特殊的断裂带地震波,比如断裂带首波和围陷波,并会影响地震的物理过程、破裂速度和破裂方向等.本文主要利用2010年4月14日M_W6.9玉树地震后布设的流动地震台站,对沿着甘孜—玉树断裂带传播的断裂带首波进行识别和分析.分析结果表明,在甘孜—玉树断裂带的不同区域均观测到了断裂带首波,在西段的结隆拉张盆地附近的3个台站沿断裂带界面的平均纵波速度差异值在5%～8%,而其他区域的平均速度差异为1%～3%.通过台站位置分布和断裂带首波特征关系,初步分析了断裂带拉张盆地的结构,结果显示结隆盆地的长度为～40km,宽度为5.35～5.97km,深度不超过5km,在地表浅层形成了一个低速区,分别与巴颜喀拉块体(NE)和羌塘块体(SW)产生了两个物性差异界面,但没有延伸到主震和余震区震源深度.我们的结果表明结合密集台阵资料,通过断裂带首波特征分析可以为断裂带精细结构及几何特征提供一种新的技术方法和途径.  相似文献   

鄂尔多斯西缘北段的地壳结构和块体间变形关系          下载免费PDF全文

陈一方  陈九辉  郭飚  李顺成  齐少华  赵盼盼  李晓姝 《地球物理学报》2020,63(3):886-896

本文对喜马拉雅计划二期部分台站的远震波形数据进行接收函数提取,利用接收函数共转换点叠加方法获得阿拉善地块、鄂尔多斯地块以及银川—河套盆地下方0~80 km深度的速度间断面结构.结果表明:鄂尔多斯地块成层性好,地壳厚度为38~42 km,康拉德界面为18~22 km,阿拉善地区的Moho面深度为38~45 km.河套盆地地壳厚度约52 km,银川断陷盆地和贺兰山下方的Moho面最深为~55 km.鄂尔多斯西缘构造边界下方Moho面变化明显,且黄河断裂为深大断裂直接切割莫霍界面.根据本文的间断面成像结果我们进一步确定阿拉善地块与鄂尔多斯地块分属不同的大地构造单元.与此同时,我们推测贺兰山以西70~80 km范围内和鄂尔多斯地块西缘北段存在地壳增厚变形的可能.  相似文献   

青藏高原东南缘Moho面速度密度跃变研究   总被引：1，自引：0，他引：1       下载免费PDF全文

董蕾  沈旭章  钱银苹 《地球物理学报》2020,63(3):915-927

青藏高原东南缘地下深部结构的研究对了解青藏高原的变形机制和动力学过程具有重要意义.本文利用四川、云南固定台站记录到的远震波形资料,首先采用接收函数H-k叠加方法获得青藏高原东南缘台站下方的地壳厚度和波速比.进而利用接收函数一次转换波和多次波幅度信息确定了青藏高原东南缘Moho面上的S波速度和密度跃变.研究结果表明:研究区由南到北地壳厚度逐渐增加,从永德、沧源、孟连地区的33 km左右增至巴塘地区的69.7 km左右,厚度变化了近乎37 km.四川盆地和松潘甘孜块体南部的姑咱地区具有高泊松比、速度密度跃变较小特征,表明这两个地区含有较多铁镁物质.腾冲地区、龙门山西侧的汶川地区、四川盆地西南缘的沐川地区以及则木河断裂的石门坎至东川地区同属于高泊松比、速度密度跃变较大,显示这些地区壳内存在部分熔融.  相似文献   

Input-output Balances of Nutrients and Plankton in a Flooded Area of the Lower Odra     

C. Engelhardt  A. Krüger  B. Karrasch  M. Baborowski 《洁净——土壤、空气、水》1999,27(5):325-330

The retention of particulate matter of the Odra River in flooded areas was estimated by determining suspended particulate matter (SPM) elimination and particle-bound nutrient retention in a polder area of the Lower Odra Valley national park. Water and suspended matter samples collected before, during, and after the 1997 summer flood at the inlet and the outlet of the investigated polder (Polder A/B close to Schwedt) offer the opportunity to balance the matter retention inside the floodplain. The maximum level of retained SPM (more than 80%) was calculated for the record flood of summer 1997, while in ordinary winter floods retention differs between 33% and 70%. Basic properties of the flowing particles like settling velocity, density, loss on ignition etc. change on their way through the polder area. In the investigated Polder A/B a retention of at least 50% of particle-bound phosphorus which was independent of the incoming suspended matter load from the Odra River was observed. The retention of particle-bound nitrogen and carbon varied seasonally to different extents. The presented balance demonstrates that particle-bound nutrient retention in polders is an important factor in the self-purification process of the river system. Some additional effort was done to study changes of plankton composition: during a joint field experiment in spring 1998, the authors determined biological parameters (abundance and biomass of phytoplankton and zooplankton) of water samples at polder inflow and outflow points.  相似文献   

Experimental study on mechanism of sea-dike failure due to wave overtopping     

《Applied Ocean Research》2017

This work, which was largely a fruit of China's national marine hazard mitigation service, explicitly reveals the major mechanism of sea-dike failure during wave overtopping. A large group of wave-flume experiments were conducted for sea dikes with varying geometric characteristics and pavement types. The erosion and slide of the landward slope due to the combined effect of normal hit and great shear from overtopping flows was identified the major trigger of the destabilization of sea dikes. Once the intermittent hydrodynamic load and swash caused any deformation (bump or dent) of the pavement layer, pavement fractions (slabs or rubble) on the slope started to be initiated and removed by the water. The erosion of the landward slope was then gradually aggravated followed by entire failure within a couple of minutes. Hence, the competent velocity would be helpful evaluate the failure risk if as well accounted in standards or criteria. However, the dike top was measured experiencing the largest hydrodynamic pressure with a certain cap while the force on the wall increased rapidly as the overtopping intensity approached the dike-failure threshold. The faster increase of the force on the wall than on the landward slope yielded the sequencing of loads reaching hypothetic limits before failure as: dike top – top-mounted wall – landward slope. Therefore, beside the slide failure, the fatigue damage due to the instantaneous hydrodynamic impact might be another mechanism of the dike failure, which did not appear in the experiment but should be kept in mind. Instead of the widely adopted tolerable overtopping rate, a 0.117–0.424 m³/(m s) range of overtopping discharge and a 10 m/s overtopping velocity for the failure risk of typical sea dikes along China's coastlines were suggested, which enables the possible failure risk prediction through empirical calculations. The failure overtopping rate was identified strongly dependent on the pavement material, the landward slope and the dike-mounted wall but showed little variation with the width of the dike top. The flat concrete pavement and gentle landward slopes are suggested for the dike design and construction. For given configurations and hydrodynamic conditions in the experiment, the dike without the wall experienced less overtopping volume than those with the 1-m top-mounted wall. Meanwhile, the remove of the wall increased the failure overtopping rate, which means a certain increase of the failure criterion. Thus, care must be taken to conclude that the dike-mounted wall seems not an entirely appropriate reinforcement for the stability and safety of coastal protections. This should be further checked and discussed by researchers and engineers in the future.  相似文献   

The validity of generic trends on multiple scales in rock-physical and rock-mechanical properties of the Whitby Mudstone,United Kingdom     

《Marine and Petroleum Geology》2017

Finding generic trends in mechanical and physical rock properties will help to make predictions of the rock-mechanical behaviour of shales. Understanding the rock-mechanical behaviour of shales is important for the successful development of unconventional hydrocarbon reservoirs.This paper presents the effect of heterogeneities in mineralogy and petrophysical properties on the validity of generic trends on multiple scales in rock-mechanical and rock-physical properties of the Whitby Mudstone. Rock-mechanical laboratory experiments have been performed on Whitby Mudstone samples from multiple outcrops within five kilometres laterally in order to investigate the heterogeneity and possible trends on an outcrop scale. Unconfined compression tests and acoustic measurements have been conducted to obtain the rock-mechanical properties, including rock strength, Young's modulus, Poisson's ratio, and velocity anisotropy. The rock-physical properties, including mineralogy, porosity, and matrix density, were measured using X-ray fluorescence and helium pycnometry. Various methodologies have been applied to the resultant data in order to derive different brittleness indices.Significant heterogeneity in rock-mechanical and rock-physical properties is present on an outcrop scale. There is no obvious correlation between mineral content and rock-mechanical properties on an outcrop scale in the Whitby Mudstone. Comparison with shales from different basins show, however, correlations between composition and elastic properties. The presence of significant heterogeneities on an outcrop scale and between shales from different basins make it difficult to find generic trends in rock-physical and rock-mechanical properties.  相似文献   

鄂尔多斯盆地北缘南北向剖面上地幔远震P波层析成像   总被引：6，自引：4，他引：2       下载免费PDF全文

毛慧慧  雷建设  滕吉文 《地球物理学报》2016,59(6):2056-2065

为深入理解华北克拉通破坏机理,本研究通过鄂尔多斯盆地北缘南北向宽频带线性高密度流动地震台观测记录的远震波形数据,获得了1985条高质量到时资料,进而利用FMTT(Fast Marching Teleseismic Tomography)快速行进层析成像方法获得了华北克拉通西部鄂尔多斯盆地北缘深至300km范围的P波速度模型.结果显示,鄂尔多斯盆地下方呈现出深至150~200km的高波速异常,说明华北克拉通其西部岩石圈保存完好尚未遭到明显破坏.河套地堑下方存在向鄂尔多斯盆地下方延伸的明显低波速异常,其深度可达300km深度,而阴山造山带下方上地幔存在深至100km左右的弱高波速异常,说明鄂尔多斯盆地周边地区的岩石圈均遭到一定程度破坏并减薄,可能与新生代时期太平洋板块的俯冲引起深部热物质上涌等作用密切相关.这些研究结果说明,华北克拉通在构造演化过程中不同块体经历了不同的破坏演化历史,这对于认识克拉通破坏减薄机制具有重要意义.  相似文献   

全波形反演在缝洞型储层速度建模中的应用   总被引：2，自引：0，他引：2       下载免费PDF全文

崔永福  彭更新  吴国忱  尚帅  郭念民  赵锐锐 《地球物理学报》2016,59(7):2713-2725

速度是地震偏移成像准确与否的关键所在.全波形反演综合利用地震波场运动学和动力学信息,能够得到相比传统速度建模方法更高频的成分.全波形反演的理论比较成熟,但实际应用成功的例子相对较少,特别是对于陆上地震资料.塔里木盆地地震地质条件复杂,为了实现缝洞型储层的准确成像,本文开展了针对目标靶区的全波形反演精细速度建场研究.采用一种时间域分层多尺度全波形反演流程:首先通过层析成像建立初始速度模型;其次利用折射波反演浅层速度模型;最后利用反射波反演中深层速度模型.偏移成像结果表明基于全波形反演的速度建模技术能有效改善火成岩下伏构造的成像精度,显示了全波形反演在常规陆上采集资料的应用潜力.  相似文献   

基于Duffing振子混沌系统的地震速度分析方法          下载免费PDF全文

刘财  王博  刘洋 《地球物理学报》2015,58(6):2057-2068

强随机噪声干扰是导致地震勘探资料低信噪比的主要原因,如何在强随机噪声干扰下获取有效的信息是值得关注的问题.Duffing振子混沌系统是一个非线性的动力学系统,其对强随机噪声具有免疫能力,而对特定的周期性信号具有敏感性.本文提出一种基于Duffing振子混沌系统的速度分析方法.对CMP道集按照时距曲线关系进行移动窗口截取,将所截取的信号构建为待测信号加入Duffing振子混沌系统,通过相图网格分割方法(GPM)判断系统状态的改变,从而在强随机噪声背景下获得高分辨率的速度谱.理论模型和实际资料的处理结果表明,与传统的水平叠加速度分析方法相比,本方法能够在强随机噪声背景下获得更准确的速度分析结果.  相似文献