Seismic ground-roll noise attenuation using deep learning     

Harpreet Kaur  Sergey Fomel  Nam Pham 《Geophysical Prospecting》2020,68(7):2064-2077

We propose to adopt a deep learning based framework using generative adversarial networks for ground-roll attenuation in land seismic data. Accounting for the non-stationary properties of seismic data and the associated ground-roll noise, we create training labels using local time–frequency transform and regularized non-stationary regression. The basic idea is to train the network using a few shot gathers such that the network can learn the weights associated with noise attenuation for the training shot gathers. We then apply the learned weights to test ground-roll attenuation on shot gathers, that are not a part of training input to obtain the desired signal. This approach gives results similar to local time–frequency transform and regularized non-stationary regression but at a significantly reduced computational cost. The proposed approach automates the ground-roll attenuation process without requiring any manual input in picking the parameters for each shot gather other than in the training data. Tests on field-data examples verify the effectiveness of the proposed approach.  相似文献   

大兴安岭西侧盆地群推覆构造的地震学证据          下载免费PDF全文

王典  李鹏  单玄龙  鹿琪  刘洋  于涵 《地球物理学报》2019,62(3):1129-1138

推覆构造是一种和油气有关的重要构造形式,主要产出于造山带前陆,是挤压或压缩作用的结果,对油气的生成、储集、运移、圈闭和保存条件都有着重要的影响.研究区从漠河盆地、海拉尔盆地到二连盆地内的中生代推覆构造,组构了大兴安岭西盆地群推覆构造.本文通过对三个盆地五种推覆构造的地震学研究,将其推覆方向归结为两类:第一类由北西向南东推覆,在三个盆地中表现明显;第二类由南东向北西推覆,在海拉尔盆地和二连盆地内有显示.认为第一类推覆作用来源于蒙古—鄂霍茨克洋自西向东的闭合;第二类推覆作用来源于太平洋板块俯冲的远程应力作用.  相似文献   

拉林铁路板块缝合带隧道地应力分析     

欧小强  王奭  李永亮  刘志强  郑宗溪  吴剑 《吉林大学学报(地球科学版)》2019,49(6):1689-1697

青藏高原板块缝合带为印度板块和欧亚板块两大陆块的缝合区域，带区地质条件复杂，构造运动强烈。川藏线拉林铁路几乎沿雅鲁藏布江缝合带展布，高地应力问题十分突出，但目前针对板块缝合带隧道的地应力研究相对较少。本文采用空心包体法对拉林铁路沿线隧道进行了原位地应力测量，并与成兰、兰渝和锦屏等几个典型工程的地应力进行对比分析。研究表明：拉林铁路沿线隧道埋深大，构造应力突出，总体表现为最大水平主应力 > 垂直主应力 > 最小水平主应力；平均侧压系数（1.0~1.5）分布较为集中且处于较高水平；最大主应力量值大多在20~50 MPa之间，最大主应力与埋深的梯度为0.033 7 MPa/m，方向以北北西-北北东向为主。建议采用仰拱结构减小隧道墙脚处的应力集中现象。  相似文献   

基于岩体塑性位错理论的龙门山区域构造系统演化过程     

师皓宇  黄辅琼  马念杰  王永建  马骥  邹光华  彭瑞 《地质学报》2020,94(12):3581-3589

青藏高原对四川盆地的挤压作用导致了龙门山断裂带的形成及其山脉的隆起。本文以龙门山附近区域板块运动以及深部岩体力学特性为背景，采用FLAC3D软件模拟再现了时间跨度为700万年的龙门山区域构造系统演化过程。研究结果表明：在板块运动作用下，F1、F2和F3断层依次形成，贯通的断层对地表的抬升具有较强的控制作用，当断层贯通于地表后，龙门山及其以西的川西高原持续隆起，平均抬升速率约为138mm/yr，而龙门山断裂带以东的川西坳陷只有较小的抬升量，从而导致川西高原抬升8996 m, 致使该区域产生6000m左右的落差，模拟的地形特征与目前的龙门山地形地貌基本相似。依据模拟结果与实测资料，绘制了龙门山断裂带形成及其附近区域地形地貌的演化过程图，呈现了板块挤压、断层塑性位错、地表侵蚀和沉积作用等因素共同作用对地形地貌的塑造过程。  相似文献   

古太平洋板块俯冲-增生时限：饶河增生杂岩的地球化学和年代学制约   总被引：1，自引：1，他引：0  

韩伟  周建波 《岩石学报》2020,36(3):703-725

饶河杂岩作为那丹哈达增生杂岩的主体,是古太平洋板块西向俯冲的直接证据。饶河增生杂岩组成与增生过程的研究对限定古太平洋板块向欧亚大陆的俯冲与增生过程具有重要的指示意义。本文在野外地质调查和饶河大岱地区大比例尺填图基础上,明确了饶河杂岩主要由枕状玄武岩、辉长岩以及大洋板块沉积地层(OPS)组成,这些岩石均呈构造透镜体状分布在海沟沉积物中,并被中生代花岗质岩脉所穿切,因此为限定饶河增生杂岩的组成、增生和就位时代提供了关键制约。地球化学数据表明玄武岩具有洋岛玄武岩(OIB)的地球化学属性。LA-ICPMS锆石测试结果表明该地区玄武岩和辉长岩的形成时代分别为166±2Ma和214±5Ma,限定了饶河杂岩中镁铁质-超镁铁质岩石的形成时代为晚三叠世至中侏罗世。结合该区粉砂质泥岩和砂岩的沉积时代下限分别为167±3Ma和133±4Ma,表明饶河杂岩的增生时代为167～133Ma,此外样品的碎屑年龄信息表明基质的物源为邻近的佳木斯地块和中亚造山带东段,其中前寒武的碎屑年龄在中国东北的多个陆块均有出现,可能源于早前存在的前寒武纪基底。本文测得侵入饶河杂岩的2个二长花岗岩形成年龄分别为126±1Ma和105±2Ma,表明饶河杂岩中的花岗岩脉主要形成于两个阶段,其中较老的花岗岩侵入体进一步限定了饶河杂岩的最终就位时代为133Ma至126Ma,表明古太平洋板块在中侏罗世至早白垩世存在西向俯冲-增生作用,为古太平洋板块的构造演化提供了重要的制约。  相似文献   

《东北地区1：150万大地构造相图》的编制     

刘英才  付俊彧  赵春荆  那福超  宋维民 《地质与资源》2020,29(1):1-6

东北地区1：150万大地构造相图是2018年出版的一份区域性大地构造图.该图依据不断积累和丰富的基础地质资料，将大地构造理论研究与综合应用汇总和集成，是东北地区科技创新成果和技术方法进步转化应用的重要体现.此次编图以板块构造理论和大陆动力学思维为指导，以多岛洋、弧-盆系发展演化观点为切入点，运用大地构造相分析方法，研究东北地区地壳形成、演化历史，以及大地构造环境及其与成矿作用的时空关系.较系统地阐述了东北地区的岩石构造组合、建造构造与构造演化阶段的宏观背景.  相似文献   

港珠澳大桥沉管隧道基槽异常回淤分析与数值模拟          下载免费PDF全文

何杰  辛文杰 《水科学进展》2019,30(6):823-833

港珠澳大桥沉管隧道E15管节基槽发生异常回淤，海底隧道沉管安装被迫中止。为查明E15管节基槽发生异常回淤的原因，先后开展了现场水文泥沙观测、遥感影像资料分析和数值模拟等多种技术手段。采用水沙数学模型反演了内伶仃岛上游采砂活动形成的浑水团在潮流作用下的扩散输移过程，沙源在数学模型中以面源形式模拟。模拟结果表明，采砂活动形成的浑水团在一个大潮期间的落潮过程中可输移扩散至基槽水域，其中E15—E27管节基槽日淤厚在采砂活动影响下将增加43.8%。数值模拟结果为查明E15管节基槽异常回淤的泥沙来源提供了佐证。E15管节以东基槽水域水沙环境复杂，天然淤积已经接近临界回淤允许值，基槽上游水域的采砂活动对沉管基槽回淤将带来不可控因素，采砂活动对周边水域产生的泥沙回淤影响应引起足够重视。  相似文献   

Radiolarian‐based study on the fabric and the formation process of the Early Cretaceous mélange near Zhongba,Yarlung–Tsangpo Suture Zone,southern Tibet     

Xin Li  Atsushi Matsuoka  Yalin Li  Yushuai Wei  Chengshan Wang 《Island Arc》2019,28(1)

The Yarlung–Tsangpo Suture Zone (YTSZ), as the southernmost and youngest among the sutures that subdivides the Tibetan Plateau into several east–west trending blocks, marks where the Neo‐Tethys was consumed as the Indian continent moved northward and collided against the Eurasian continent. Mélanges in the YTSZ represent the remnants of the oceanic plate through subduction and collision. Mélanges are characterized by a highly sheared volcanoclastic or siliceous mudstone matrix including blocks of chert, claystone, and basalt. Detailed radiolarian analyses are conducted on the mélange near Zhongba County. Macroscopic, mesoscopic, and microscopic observations are combined in order to elucidate the relationships among age, lithology, and structure of blocks in the mélange. Reconstructed ocean plate stratigraphy includes Lower Jurassic limestone within the chert sequence accumulated at a depth near the CCD (Unit 2), Upper Jurassic thin‐bedded chert interbedded with claystone deposited in the wide ocean basin (Unit 3), and Lower Cretaceous chert with siliceous mudstone (Units 4 and 5), representing the middle parts of ocean plate stratigraphy. The results highlight the fabric of brecciated chert on mesoscopic scale, which is thought to be due to localized overpressure. The formation of mesoscopic and microscopic block‐in‐matrix fabrics in the mélange is proposed for the chert and siliceous mudstone bearing different extents of consolidation and competence during the progressive deformation of accreted sediments at shallow‐level subduction.  相似文献   

发现于我国渤海辽东湾的海洋甲藻新种-渤海异冒藻(Heterocapsa bohaiensis sp. nov.)     

肖洁  孙娜  张议文  孙萍  李艳  庞敏  李瑞香 《海洋学报(英文版)》2018,37(10):18-27

A small armed dinoflagellate bloomed in the aquaculture ponds off the coast of Liaodong Bay, Bohai Sea of China,resulting in heavy mortalities of the cultured prawns(Penaeus japonicus) and larvae of Chinese mitten handed crabs(Eriocheir sinensis). The bloom-forming species was successfully isolated, and cellular morphology of the specimen was consequently investigated through light, fluorescent and electron microscopy. The small((14.4±1.6) μm in length) ellipsoid cells show typical Heterocapsa thecal plate arrangement(Po, cp, 5′, 3 a, 7′′, 6 c,5 s, 5′′′, 2′′′′). The episome is evidently bigger than the hyposome. One to three spherical pyrenoids are located above or beside the large elongated nucleus. The body scale is characterized by a triangle basal plate with one central upright and nine peripheral spines. Above all, Heterocapsa bohaiensis could be distinguished from other Heterocapsa species by the combination of the cell size, morphology, cellular structure and body scale. Sequence analyses of both ITS and LSU regions reveal the significant genetic divergence between H. bohaiensis and other established species in this genus, further supporting novelty of this species. Noticeably, different sample treatment methods resulted in morphological variation of the apical pore complex(APC) of H. bohaiensis, which needs to be taken into account in future study.  相似文献   

Seismic design and testing of the bottom vertical boundary elements in steel plate shear walls. Part 1: design methodology          下载免费PDF全文

Keh‐Chyuan Tsai  Chao‐Hsien Li  Hung‐Chi Lee 《地震工程与结构动力学》2014,43(15):2237-2259

This research investigates the seismic design method and the cyclic inelastic behavior of the bottom column, also called the vertical boundary element (VBE), in steel plate shear walls (SPSWs). This study consists of two parts. This Part 1 paper discusses the anticipated pushover responses for properly designed SPSWs and the possible inelastic responses of the bottom VBE at various levels of inter‐story drift. Considering both the tension field action of the infill panel and the sway action of the boundary frame, this study develops a simplified method to compute the flexural and shear demands in the bottom VBE. Based on the superposition method, this approach considers various plastic hinge forming locations at different levels of inter‐story drift. One of the key performance‐based design objectives is to ensure that the top ends of the bottom VBEs remain elastic when the SPSWs are subjected to the maximum considered earthquake. This paper presents the comprehensive design procedures for the bottom VBE. Furthermore, this study conducted cyclic performance evaluation tests of three full‐scale two‐story SPSWs at the Taiwan National Center for Research on Earthquake Engineering in 2011 to validate the effectiveness of the proposed design methods. The experimental program, cyclic inelastic responses of the SPSWs and bottom VBEs, and numerical simulations are presented in Part 2. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献