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估计转换波的静校正量是一个复杂的非线性问题,常规的线性静校正方法无法取得好的效果.粒子群算法是一种很好的非线性全局最优化方法,但其缺点是"早熟"现象严重.最大能量法是一种常规求取静校正量的方法,局部寻优能力强且收敛速度快是其优点,但是当地震记录含有大的静校正量时易收敛于局部极值.本文在标准粒子群算法的基础上发展出了一种改进的粒子群算法:团体粒子群算法.并且通过对Rastrigin函数的寻优实验证明了其全局寻优能力优于标准粒子群算法.同时为了解决转换波静校正问题串行融合了团体粒子群算法和最大能量法.最后,建立了含一个水平反射层的模型并合成地震记录,加入随机值作为检波点静校正量.对合成的地震数据分别利用团体粒子群和最大能量的串行融合算法、标准粒子群算法和最大能量法求取静校正量并进行静校正.结果证明串行融合算法得到的静校正量与理论值误差很小,静校正后的叠加剖面连续性较好. 相似文献
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Geographic location and natural environment expose Taiwan to an elevated risk of natural disasters that severely damage human life and national infrastructure. Currently, disaster information is handled through distributed systems maintained by different management agencies. Gleaning critical information from disparate Web sites is a difficult and labor-intensive task that makes consolidating disaster information impractical. Lack of such integration delays alerts notification from being disseminated to relevant administrative agencies in a timely manner, stalling necessary decision making and magnifying the disaster. This research developed a data exchange platform to integrate and exchange data between distributed systems using software agent techniques. Such techniques were designed to exchange data automatically. Agents become active at the onset of a disaster event and compile data from various resources to report on the current state of bridges. Also, action recommendations delivered by the system can assist bridge managers make appropriate decisions. 相似文献
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共享社会经济路径(Shared Socioeconomic Pathways, SSPs)是新一代气候变化情景的重要组成部分。SSPs从提出至今已有10年的发展,对于推动气候变化预估与影响研究、支撑气候政策决策的作用逐渐凸显。文中基于179篇主题检索文献分析了SSPs发展和应用的进展,以及在当前气候变化研究中的应用特点。研究发现,次国家和部门层面的SSPs故事线拓展开始兴起,水资源、土地和健康是影响评估领域的关注焦点,方法学上强调模型间耦合与多模型比较。当前SSPs在中国的发展与应用集中于基本要素的预估及气候影响评估,路径对各省间及城乡间社会经济发展差异的刻画有待加强。基于情景发展和应用的现状,最后从加强与气候建模团队的合作、支持影响与脆弱性研究、拓展全球情景、加强模型间比较、提高决策支持力5个方面讨论了SSPs的未来研究展望。 相似文献
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泥盆纪吉维特期—弗拉期(G-F)之交的环境突变拉开了晚泥盆世生物大灭绝的序幕。然而,不同学者对于该时期环境变化的认识仍存在争议。为了解泥盆纪G-F之交的环境变化特征,通过对四川广元清风峡剖面泥盆系观雾山组中6套风暴岩的详细沉积学研究,识别出了典型的风暴沉积标志,如底面侵蚀构造、粗粒滞留沉积、粒序层理、丘状交错层理等。根据风暴沉积构造的组合特征,建立了3种近源风暴沉积序列: 序列Ⅰ,底部为具侵蚀构造的砾屑灰岩,顶部为块状泥晶灰岩;序列Ⅱ,底部为具侵蚀构造的砾屑灰岩,顶部为具粒序层理的砂屑灰岩;序列Ⅲ,底部为具侵蚀构造的砾屑灰岩,中部为具粒序层理的介壳灰岩,上部为具丘状交错层理的颗粒泥晶灰岩,顶部为具波状层理和水平层理的泥晶灰岩。牙形石生物组合分析显示,风暴岩形成于晚泥盆世弗拉期初期。基于现代风暴成因分析,认为弗拉期初期全球低纬度地区广泛分布的风暴岩与气候变暖和快速海侵密切相关。研究区风暴岩的发现对认识上扬子地区晚泥盆世沉积环境、古地理、古气候均具有重要意义。 相似文献
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The preferred orientation of clay minerals dominates the intrinsic anisotropy of shale. We introduce the clay lamination (CL) parameter to the Backus averaging method to describe the intrinsic shale anisotropy induced by the alignment of clay minerals. Then, we perform the inversion of CL and the Thomsen anisotropy parameters. The direct measurement of anisotropy is difficult because of the inability to measure the acoustic velocity in the vertical direction in boreholes and instrument limitations. By introducing the parameter CL, the inversion method provides reasonable estimates of the elastic anisotropy in the Longmaxi shale. The clay content is weakly correlated with the CL parameter. Moreover, the parameter CL is abnormally high at the bottom of the Longmaxi and Wufeng Formations, which are the target reservoirs. Finally, we construct rock physics templates to interpret well logging and reservoir properties. 相似文献
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Three-dimensional in situ stress evaluation using a new under-coring technique: the Tseng-Wen Reservoir Transbasin water tunnel 总被引：1，自引：1，他引：0
The Tseng-Wen Reservoir Transbasin water tunnel has broken the historical record of the maximum overburden of a tunnel within Taiwan. The three-dimensional in situ stresses at the tunnel were evaluated using acoustic emission (AE) and deformation rate analysis (DRA) with an under-coring technique. This is the first time that the AE and DRA have been used in evaluating an in situ stress in Taiwan. As cores drilled in different directions are required for the three-dimensional stress evaluation, but the in situ borehole drilling is usually limited to the vertical direction, small samples 2.28 cm in diameter and 4.56 cm in length were under-cored from the borehole cores in six directions to evaluate the in situ stresses. Cyclic uniaxial compressive loadings were artificially applied to the Changchikeng sandstones under-cored from the outcrops. The experimental results validate the definitiveness of using under-cored samples at different pre-stresses with AE and DRA. Then, cores taken from the Tseng-Wen Reservoir Transbasin water tunnel site at a great depth of 416–739 m underground were under-cored. The experimental results indicate that the major principle in situ stress is from 30.8 to 39 MPa and is in the directions of SE–NW and SW–NE at different depths. 相似文献
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