中国南方树皮煤的生油潜力   总被引：6，自引：0，他引：6  

张爱云  翁成敏  蔡云开 《地学前缘》1999,6(Z1):209-215

中国南方晚二叠世龙潭煤系中的树皮煤主要分布在江苏南部、浙江长兴、安徽广德、江西乐平、贵州六盘水、湖南对阳等地区。将树皮煤作为烃源岩研究,对中国南方油气资源的寻找、勘查和评价具有十分重要的意义。文中通过对树皮煤的形成条件。有机质类型、演化程度以及各种显微组分对煤成烃的贡献的分析,讨论树皮煤的生烃潜力。并根据龙潭煤系生烃潜力、油气显示和生储盖的组合特征,讨论了龙潭煤系的成藏前景。  相似文献   

低浓度磷酸一酯的膜富集和气相色谱测定     

翁建华 Lee.  HB 《水文》1999,33(4):19-21

磷酸一酯（ＲＯ）Ｐ（Ｏ）（ＯＨ）２是一种强极性的有机磷化合物。研究了水体中磷酸一（１－萘）酯的富集和上色谱分析,建立了一个简便快速、高灵敏度、实用的分析方法。富集是采用固相萃取方法,选用载有十八烷基硅烷的尼龙滤膜吸附,甲醇洗脱,回收率达７２％￣７％。它的气相色谱分析选用ＢＳＴＦＡ为衍生剂,反应条件为温度６５℃,反应时间３０ｍｉｎ,获得了满意的结果。方法的最低检测限为０。０６ｎｇ。  相似文献   

Enhancing seismic P phase arrival picking based on wavelet denoising and kurtosis picker     

Xueyi Shang  Xibing Li  Lei Weng 《Journal of Seismology》2018,22(1):21-33

P phase arrival picking of weak signals is still challenging in seismology. A wavelet denoising is proposed to enhance seismic P phase arrival picking, and the kurtosis picker is applied on the wavelet-denoised signal to identify P phase arrival. It has been called the WD-K picker. The WD-K picker, which is different from those traditional wavelet-based pickers on the basis of a single wavelet component or certain main wavelet components, takes full advantage of the reconstruction of main detail wavelet components and the approximate wavelet component. The proposed WD-K picker considers more wavelet components and presents a better P phase arrival feature. The WD-K picker has been evaluated on 500 micro-seismic signals recorded in the Chinese Yongshaba mine. The comparison between the WD-K pickings and manual pickings shows the good picking accuracy of the WD-K picker. Furthermore, the WD-K picking performance has been compared with the main detail wavelet component combining-based kurtosis (WDC-K) picker, the single wavelet component-based kurtosis (SW-K) picker, and certain main wavelet component-based maximum kurtosis (MMW-K) picker. The comparison has demonstrated that the WD-K picker has better picking accuracy than the other three-wavelet and kurtosis-based pickers, thus showing the enhanced ability of wavelet denoising.  相似文献   

中国地－气系统短波吸收辐射分布特征     

翁笃鸣 《南京气象学院学报》1995,(1)

根据ＥＲＢＥ和ＩＳＣＣＰ资料讨论了公气系统短波吸收辐射及其年较差在全国的分布，分析了其与总云量、行星和地表反射卒以及地面吸收辐射的相互关系。发现在冬季地－气系统短波吸收辐射分布主要呈南高北低型，夏季分布形势为一不对称的大鞍形场，大致与行星反射率分布反向对应。公气短波吸收辐射与总云量呈负相关，高相关区在我国东部。各站地－气短波吸收辐射与地面吸收辐射的相关系数普遍高达０．９００以上。此一特，或为从气候上利用地－气吸收辐射反演地面吸收辐射提供初步可能。  相似文献   

应力扰动对地震周期和地震矩影响的数值模拟          下载免费PDF全文

翁辉辉  黄金水 《地震学报》2015,37(1):65-79

利用二维有限元数值模型,结合断层滑移弱化摩擦准则对断层滑动规律以及应力扰动对其影响进行了研究．数值计算结果表明,在均匀应力分布情况下, 平面断层滑动显示出典型的特征地震规律,断层面上的应力扰动对断层滑动规律产生影响,压应力增加明显延迟地震的发生时间,并增加地震释放的能量．应力扰动发生在地震破裂临界区时的影响比在震前滑移区时的影响显著．当发生在地震滑移区时,若应力扰动足够大,则压应力增大会造成地震发生时部分动力断层被暂时锁住,使得地震释放的能量变小,但可增加后续地震的能量; 而压应力减小则可导致地震规律产生更加复杂的变化,会即时触发地震．如果应力扰动发生在一个地震周期的早期,则触发的地震较小,但可导致随后的地震提前发生; 如果应力扰动发生在一个地震周期的后期,则会触发大地震．当应力扰动位于震前滑移区或破裂临界区时,小的扰动也可能产生类似的效果．应力扰动产生越晚,这种影响也越明显．应力扰动发生在破裂临界区的影响最明显．应力扰动的影响一般主要集中在应力发生扰动后的1—2个地震周期内．后续地震基本恢复无应力扰动时的特征地震规律．   相似文献   

地震仪器设备管理系统的设计与实现     

刘爱华  刘英华  龚飞 《地震地磁观测与研究》2014,35(5)

利用Java语言,使用Microsoft SQL Server 2005数据库,利用MyEclipse工具研发地震仪器设备管理系统.使用该系统进行台站仪器设备信息管理,便于保存、查询、更新信息,实现数据资料的完整、准确、长期保存,工作效率增加.  相似文献   

微量元素在湖积物、土壤的垂向分布与稻谷中的分配   总被引：22，自引：7，他引：15       下载免费PDF全文

廖启林  黄顺生  范迪富  吴新民  朱伯万  翁志华  华明  陈宝  冯金顺 《第四纪研究》2005,25(3):331-339

报道了“江苏省国土生态地球化学调查”项目有关湖积物、土壤柱微量元素垂向分布及稻谷样元素分配研究的初步成果。通过对有关样品元素含量的分析对比,指出洪泽湖沉积柱元素垂向分布与其动荡的沉积环境关系密切、太湖局部沉积物在其目前20cm以上深度存在人为重金属污染,这二湖沉积物中其氮与总有机碳含量呈显著正相关;认为城市化可使当地土壤环境受重金属等污染的深度显著加大、城市土壤环境受人为活动的影响要显著高于农村;发现Mo易富集于稻米、重金属与营养元素易富集于稻皮、各元素在米-谷间的分配关系不确定。  相似文献   

水的硬度测试方法浅析     

纪爱华 《城市地质》2017,12(2)

根据测定方法的检测原理、工作条件、分析步骤,比较了各种分析方法的基本特点。对每种方法的使用环境、测定范围、测定成本等进行了比对,分析了测试方法的灵敏度、准确性与重现性。传统的EDTA滴定法相对于其他方法应用环境最广,测定范围最宽,测定成本最低,而自动电位滴定法较之成本略高,但这两种方法都适合测定水的总硬度。  相似文献   

Self‐centering structural systems with combination of hysteretic and viscous energy dissipations     

Weng Yuen Kam  Stefano Pampanin  Alessandro Palermo  Athol J. Carr 《地震工程与结构动力学》2010,39(10):1083-1108

This paper presents an innovative set of high‐seismic‐resistant structural systems termed Advanced Flag‐Shaped (AFS) systems, where self‐centering elements are used with combinations of various alternative energy dissipation elements (hysteretic, viscous or visco‐elasto‐plastic) in series and/or in parallel. AFS systems is developed using the rationale of combining velocity‐dependent with displacement‐dependent energy dissipation for self‐centering systems, particularly to counteract near‐fault earthquakes. Non‐linear time‐history analyses (NLTHA) on a set of four single‐degree‐of‐freedom (SDOF) systems under a suite of 20 far‐field and 20 near‐fault ground motions are used to compare the seismic performance of AFS systems with the conventional systems. It is shown that AFS systems with a combination in parallel of hysteretic and viscous energy dissipations achieved greater performance in terms of the three performance indices. Furthermore, the use of friction slip in series of viscous energy dissipation is shown to limit the peak response acceleration and induced base‐shear. An extensive parametric analysis is carried out to investigate the influence of two design parameters, λ₁ and λ₂ on the response of SDOF AFS systems with initial periods ranging from 0.2 to 3.0 s and with various strength levels when subjected to far‐field and near‐fault earthquakes. For the design of self‐centering systems with combined hysteretic and viscous energy dissipation (AFS) systems, λ₁ is recommended to be in the range of 0.8–1.6 while λ₂ to be between 0.25 and 0.75 to ensure sufficient self‐centering and energy dissipation capacities, respectively. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Preliminary investigation of seismic damage to two steel space structures during the 2013 Lushan earthquake   总被引：2，自引：2，他引：0  

Dai Junwu  Qu Zhe  Zhang Chenxiao  Weng Xuran 《地震工程与工程振动(英文版)》2013,12(3):497-500

Severe damage to steel space structures is rarely reported when compared to other structural systems damaged during past major earthquakes around the world.Two gymnasiums of steel space structures in downtown Lushan County that were damaged during the 2013 M7.0 Lushan earthquake in China were investigated and the observations are summarized in this paper.Typical damage to these two steel space structures ranges from moderate to severe.Moderate damage includes global buckling and dislocation of bolted connections of truss members,and inelastic elongation of anchor bolts and sliding of pedestal plates of supports.Severe damage includes member fracture caused by local buckling,and fracture failure of anchor bolts and welds.The distribution of structural damage to these two structures is described in detail and future research opportunities are suggested.  相似文献