长岛震群震源谱参数反演和震源参数特征     

张正帅  周晨  郑建常  刘承雨 《地震》2022,42(1):85-98

采用高频截止(High-Cut)震源模型, 以均方根误差最小原则稳健地求解震源谱参数, 并由此推算震源尺度和静态应力降。 实际应用显示, 该模型的理论谱对观测谱有很好的拟合, 可明显改善拐角频率识别准确度。 计算了长岛震群内71次M_L≥2.5地震事件的震源参数, 结果表明: ① 拐角频率处于2~10 Hz范围, 与震级大小存在一定的相关性, 截止频率范围处于10~30 Hz之间, 与地震大小的相关性不明显; ② 地震矩M₀分布在10¹²~10¹⁴ N·m, 与震级M_L存在正相关关系: logM₀=0.977M_L+10.186; M_L与矩震级M_W之间的关系为: M_W=0.651M_L+0.766; ③ 根据相对应力降时域演化发现, 自2017年3月3日M_L4.5地震之后应力快速释放, 应力降水平在均值附近波动, 而且多数M_L≥3.5地震发生于应力降下降之后的回升过程中; ④ 应力降范围在0.01~1 MPa之间, 应力降与震级的统计关系为: logσ=1.158M_L-6.591。 长岛震群应力降水平明显偏低, 反映了震中区域构造应力水平较低, 但是中小地震活跃, 推测主要有两方面的原因: 一方面, 1548年发生的渤海7级地震引起区域性地震矩释放, 导致长岛震源区内介质相对破碎; 另一方面, 长岛海域断层易受到海水渗入, 引起介质孔隙压力增大, 同时内摩擦系数降低, 从而导致断层内剪切应力降低。 综合而言, 长岛地区虽然处于较低的构造应力背景之中, 但是流体入侵造成的断层内剪应力降低可能是造成长岛地区发生大量中小地震的主要原因。  相似文献   

Source constraints for the young basaltic rocks from the northernmost end of Cappadocian region,Turkey: Melting evidence from peridotite and pyroxenite source domains     

Biltan Kürkcüoğlu  M. Tekin Yürür 《Chemie der Erde / Geochemistry》2022,82(1):125838

Widespread magmatic activity developed in the Middle Miocene in the Cappadocian Region of Central Anatolia in Turkey. Despite several previous studies that focus on the geochemical features of the magmatic rocks, the source components and development of melting conditions are still a matter of debate.Recent basaltic rocks from Karaburna and Gül?ehir (1228 and 96 Ka, respectively, Dogan, 2011) are considered as a part of the Central Anatolian Volcanic Province, situated at the northernmost end of the Cappadocian Region. These lavas have similar large ion lithophile (LIL) (except Rb) and high field strength (HFS) element abundances, however, Karaburna samples are more enriched in HFS elements, and both of the rocks suites reflect HFS depletions relative to the OIB signature.Karaburna and Gül?ehir basalts have low Nb/La (0.45–0.5; 0.35–0.5), Nb/Th (2.75–4.61; 1.26–2.85) values, respectively, suggesting contributions from crustal sources, whereas Zr/Ba ratios of these samples range between 0.32–0.93 and 0.4–0.88 and imply that these rocks appear to be derived from asthenospheric sources. These incompatible element ratios can be attributed to either different geochemical processes, or are related to melting from different source component(s).The ambient mantle source of the Cappadocian region appears to be consistent with spinel peridotite, but this domain is not solely satisfactory to represent the melting conditions in the light of new elemental data. Values of Tb/Yb(N) and Zn/Fe provide new constraints suggesting the magmas were generated from the asthenosphere. Tb/Yb(N) ratio separates garnet – spinel transition Tb/Yb_(N) (>1.8) and Zn/Fe ratio displays separation between the peridotite-derived (Zn/Fe <12) and pyroxenite-derived (13?20) melts.A melting model based on REE ratios and Zn/Fe, Co/Fe, Tb/Yb(N) values indicates that basaltic rocks were not derived from a single source component (peridotite). Instead, those values suggest substantial melting contributions from a pyroxenite source domain, which has not been discussed as a source component in previous studies. Melts, from both of the source domains, with the result of asthenospheric upwelling linked to the downgoing Aegean and Cyprean slabs, are distinct from the alkaline character frequently observed as the final products of recent volcanic activity in the Cappadocian region and also explains the different trace element variations observed in such a small scale.  相似文献   

利用区域宽频地震数据反演2021年5月云南漾濞M_S6.4地震震源破裂过程     

朱音杰  罗艳  赵里  田建慧 《地球物理学报》2022,(3)

本文基于有限断层模型反演方法,利用区域宽频带数据反演了2021年5月云南漾濞M_S6.4地震的震源破裂过程,结果显示:此次地震的发震断层走向为SE向,主要以右旋走滑为主.破裂主要发生在震源东南侧,最大错动量约为0.55 m,位于深度约9 km处,发生明显破裂的深度约达13 km.此次地震释放的标量地震矩为1.48×10¹⁸N·m,相当于矩震级M_W6.05.地震能量主要在前11 s释放.在深度为6~8 km处破裂速度有明显的变快,可能加剧了地表的震动.  相似文献   

Reverse time migration with Gaussian beams using optimized ray tracing systems in transversely isotropic media     

Qiang Liu  Zhen-Chun Li  Jian-En Xiao  Xue-Cheng Xu 《Geophysical Prospecting》2022,70(1):95-107

Prestack depth migration is a key technology for imaging complex reservoirs in media with strong lateral velocity variations. Prestack migrations are broadly separated into ray-based and wave-equation-based methods. Because of its efficiency and flexibility, ray-based Kirchhoff migration is popular in the industry. However, it has difficulties in dealing with the multi-arrivals, caustics and shadow zones. On the other hand, wave-equation-based methods produce images superior to that of the ray-based methods, but they are expensive numerically, especially methods based on two-way propagators in imaging large regions. Therefore, reverse time migration algorithms with Gaussian beams have recently been proposed to reduce the cost, as they combine the high computational efficiency of Gaussian beam migration and the high accuracy of reverse time migration. However, this method was based on the assumption that the subsurface is isotropic. As the acquired azimuth and maximum offsets increase, taking into account the influence of anisotropy on seismic migration is becoming more and more crucial. Using anisotropic ray tracing systems in terms of phase velocity, we proposed an anisotropic reverse time migration using the Gaussian beams method. We consider the influence of anisotropy on the propagation direction and calculate the amplitude of Gaussian beams with optimized correlation coefficients in dynamic ray tracing, which simplifies the calculations and improves the applicability of the proposed method. Numerical tests on anisotropic models demonstrate the efficiency and accuracy of the proposed method, which can be used to image complex structures in the presence of anisotropy in the overburden.  相似文献   

基于耐震时程法的钢筋混凝土框架弹塑性地震响应及损伤发展          下载免费PDF全文

张超  周桢干  赖志超  黄凯  朱展  范小燕 《世界地震工程》2022,38(4):044-53

耐震时程法（ETA）仅需少量的非线性时程分析,便可以掌握结构倒塌破坏的全过程。但是,此方法目前较少应用于结构倒塌失效分析。本文探讨了耐震时程曲线的特性及拟合思路,以钢筋混凝土框架为研究对象,应用ETA方法分析了钢筋混凝土框架的地震响应及损伤发展。研究结果:（1）混凝土框架结构的地震响应分析结果表明:采用ETA方法分析时结构顶点位移和层间位移角与采用IDA方法分析时接近,而最大基底剪力会略大;但是,两种方法的结果相关系数均接近于1。（2）强震下的结构倒塌分析结果表明:ETA方法能较为准确的预测结构的塑性铰分布、塑性铰出现概率及塑性铰发展顺序。当采用多条耐震时程加速度曲线作为输入时,评估结果准确性更高。由于ETA方法仅需进行少量几条耐震时程分析且计算高效,因此ETA方法可以成为预测结构失效模式的高效方法。  相似文献   

落石冲击混凝土棚洞力学特性研究     

陈泰江  章广成  向欣 《岩土力学》2022,43(1):277-285

落石冲击棚洞结构作用过程复杂,缺乏统一的落石冲击力表达式。首先,将落石简化为刚性球体,基于Hertz接触理论,推导得到落石冲击力半正弦算法的理论表达式,考虑落石冲击下棚洞的非弹性特征,根据落石与材料碰撞过程中落石加速度曲线特征,采用函数拟合法推导得到落石法向冲击下其冲击力的理论计算方法;然后,基于ANSYS/LS-DYNA软件建立落石冲击棚洞数值计算模型,研究不同冲击速度下落石冲击棚洞动力特征;最后,与现存常见的多种方法进行对比,得出以下结论：Hertz半正弦法得到的落石冲击力远大于函数拟合法和数值法,而函数拟合法和数值法得到的落石冲击力时程曲线相接近,表明函数拟合法更能反映落石与棚洞接触碰撞动力关系;对比其他计算方法可以得到,Hertz算法适用于分析无能量损失下的弹性碰撞问题,而Logistic算法适用于材料大塑性变形的情况,弹塑性接触理论结果和动力有限元结果存在差异,而采用函数拟合推导的计算方法得到的落石最大冲击力和落石冲击作用时间与动力有限元法更接近,更能反映落石冲击棚洞动力响应特征,推导的落石冲击力计算方法可为工程实践中棚洞防护设计提供理论参考。  相似文献   

矿用钻孔超声流量自适应检测技术     

代晨昱  赵朋朋  徐晶 《煤田地质与勘探》2022,50(1):59-65

为了更好地实现煤矿井下瓦斯抽采钻孔端流量监测,针对管路内介质成分复杂、纯净度差、稳定性差等因素对抽采流量参数测量准确性影响的问题,提出以时差法为测量原理,以双阈值比较法为检测方法,设计了一套矿用钻孔超声流量自适应检测系统。通过分析影响双阈值比较法测量准确性的关键问题出发,设计了检测系统的总体方案,并对其中激励信号放大电路、接收信号调理电路及由峰值检波电路与增益控制电路构成的自适应电路几项关键模块进行了详细地介绍,叙述了检测系统运行软件的工作流程。通过工况环境适应能力测试与准确度性能检验,对检测系统的功能与性能进行了检验,检验结果表明,该系统能够适应瓦斯抽采钻孔管路内的工况需求,实现高精度的气体流量测量。   相似文献   

Evolution of the freeze-thaw cycles in the source region of the Yellow River under the influence of climate change and its hydrological effects          下载免费PDF全文

Liang Zhu  Ming-nan Yang  Jing-tao Liu  Yu-xi Zhang  Xi Chen  Bing Zhou 《地下水科学与工程》2022,10(4):322-334

As an important water source and ecological barrier in the Yellow River Basin, the source region of the Yellow River (above the Huangheyan Hydrologic Station) presents a remarkable permafrost degradation trend due to climate change. Therefore, scientific understanding the effects of permafrost degradation on runoff variations is of great significance for the water resource and ecological protection in the Yellow River Basin. In this paper, we studied the mechanism and extent of the effect of degrading permafrost on surface flow in the source region of the Yellow River based on the monitoring data of temperature and moisture content of permafrost in 2013–2019 and the runoff data in 1960–2019. The following results have been found. From 2013 to 2019, the geotemperature of the monitoring sections at depths of 0–2.4 m increased by 0.16°C/a on average. With an increase in the thawing depth of the permafrost, the underground water storage space also increased, and the depth of water level above the frozen layer at the monitoring points decreased from above 1.2 m to 1.2–2 m. 64.7% of the average multiyear groundwater was recharged by runoff, in which meltwater from the permafrost accounted for 10.3%. Compared to 1960-1965, the runoff depth in the surface thawing period (from May to October) and the freezing period (from November to April) decreased by 1.5 mm and 1.2 mm, respectively during 1992–1997, accounting for 4.2% and 3.4% of the average annual runoff depth, respectively. Most specifically, the decrease in the runoff depth was primarily reflected in the decreased runoff from August to December. The permafrost degradation affects the runoff within a year by changing the runoff generation, concentration characteristics and the melt water quantity from permafrost, decreasing the runoff at the later stage of the permafrost thawing. However, the permafrost degradation has limited impacts on annual runoff and does not dominate the runoff changes in the source region of the Yellow River in the longterm.  相似文献   

塔里木盆地北部坳陷寒武系烃源岩特征及热演化史模拟     

李飞龙  杨圣 《新疆地质》2021,(1):112-117

寒武系烃源岩是塔里木盆地北部地区海相油气最为主要的来源,长期以来—对这套烃源岩发育特征研究多停留在全盆地或单一区块分析,给油田资源评价带来了诸多不确定性。利用野外露头和新井钻探取心,在分析寒武纪沉积环境及构造格局基础上,总结北部凹陷寒武系烃源岩的发育及分布特征,对所采样品选取多参数进行评价,然后通过盆地模拟软件模拟寒武系烃源岩热演化史。样品分析结果表明,北部凹陷寒武系烃源岩厚度为160~280 m,有机碳含量均值为2.10%、镜质体反射率均值为2.09%。热史模拟结果表明,塔里木盆地北部凹陷寒武系烃源岩,自加里东中期进入成熟阶段,加里东晚期—海西早期处于生油高峰期,海西中期达到过成熟阶段,海西晚期之后源岩逐步失去生烃能力,至燕山期全部停止生烃。  相似文献   

储集层中高压流体引爆强地震的机理——以5.12汶川地震为例     

毛小平  何廉康  刘佳林  李岁岁  张学强  宿宇驰  卢鹏宇 《地质力学学报》2021,27(4):628-642

目前产生地震的机制仍以弹性回跳说为主:地震是因为断层错断使岩层的弹性能释放而引发。但越来越多的学者开始质疑,仅断层错断后的弹性能,是否真能达到实际地震所释放的巨大能量。因此,有必要探讨地震初动后破坏性强震的性质及其真正的能量来源。文章根据沉积地层中的储集层及其压力的特点分析得出,储集层内含有大量的高压流体,其压力在一定条件下可以释放出来,产生流体物理爆炸,有可能是强震能量的重要组成部分。通过计算得出,当断层破裂并刺穿面积较大的储集层时,其压力释放所产生的弹性能可以达到震级8.0以上地震所释放的能量;人为的工程活动也可引发小规模的流体压力的释放现象,如钻井时的井喷、水力压裂会诱发有感地震等。同时,文章根据对距离震中较近的地震台的波形及传播射线路径分析认为,强震波动可能不是横波S波,而是涨缩波P波,据此不能排除强震是由爆炸所致。综合汶川地震多个台站记录到的地震波的时间域和频率域特征、地面观测到的爆炸现象、地震后科学钻探获得的岩心等大量直接或间接证据,说明了这种流体爆炸能量释放的可能性。最后,文章提出了地震活动可分为三个阶段:微破裂阶段Ⅰ,该阶段有流体活动,并可产生动电效应,但未触发地震初动;地震初动后的断裂破裂阶段Ⅱ;由流体压力释放产生地震强震阶段Ⅲ。   相似文献