共查询到18条相似文献，搜索用时 125 毫秒
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以首都圈地区布设在不同断层上的24处跨断层水准观测为研究对象, 建立了地壳分层结构、 含不同倾角断层的三维有限元模型, 模拟计算了断层倾角和走向对跨断层水准观测结果的影响, 并结合跨断层水准测量资料、 震例研究及R值预测评分, 对首都圈地区跨断层水准测量监测能力进行了初步评价。 结果表明: ① 跨断层水准观测能力一定程度上受倾角和走向因素的共同影响; ② 跨断层水准布设于倾角30°~70°且走向与地面水平最大位移方向近垂直时具有较好的映震效能; ③ 首都圈跨断层水准监测体系总体而言具备较强的监测能力。 相似文献
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根据雅安芦山7.0级强烈地震灾情上报的实际情况,总结了灾情采集PDA及灾情汇集处理接收系统在地震应急期间发挥的作用,由于灾情采集PDA通信方式是通过电信的CDMA数据业务网络上报的,在四川局部地区如甘孜藏族自治州、凉山彝族自治州等地网络业务覆盖率相对较低的情况下,当一个破坏性地震发生以后,造成数据通信的困难,尤其是在大震后地震灾区部分通信遭到破坏时,使得灾情采集PDA采集的灾情信息很难正常上报。若能够将灾情采集PDA通信方式升级为基于卫星与地面通信相结合的方式,就能弥补大震后地面通信遭到破坏影响后PDA上报的不足。 相似文献
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利用小波变换分析方法提取沂沭断裂带及其分支断裂跨断层流动短水准和长水准趋势变化成分, 计算分析不同断裂的垂直形变速率和受力状态, 结果表明: 沂沭断裂带及其北西向分支断裂近期垂直形变速率均较小, 没有明显的速率异常和受力状态改变; 同一断裂具有分段和分时活动特征, 断裂活动性质与地质考察结果基本一致; 大部分水准观测场地在1995年苍山5.2级、 2011年日本9.0级地震前后断裂垂直形变速率和受力方式发生了变化; 山东近几年出现的跨断层水准异常基本结束, 仅存的冯家坊子水准异常存在一定干扰, 沂沭断裂带及附近地区近期发生强震的形变背景尚不明显。 相似文献
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渤海地区地震危险性特征及对工程抗震设防的启示 总被引：2，自引：0，他引：2
本文分析了渤海海域地震构造环境及地震活动特征,总结了近年来对该地区潜在震源区划分的一些新认识,分析了地震危险性区划结果.在此基础上,引入地震危险性特征参数K对研究区进行地震危险性分区,通过不同场点的地震危险性曲线证明了地震环境造成的危险性差异,并以研究区内3个概率水准的地震动峰值加速度的比值统计证明了引入地震危险性分区的必要性.研究表明:(1)不同概率水准的地震动参数之间不存在固定的比例关系,受地震环境影响,地震危险性分区和地震动参数区划图结合使用可以更准确地反应地震危险性特征;(2)对于一般工程,根据地震动参数区划图所给的50年超越概率10%的地震动参数折算所得到的小震的地震作用不具有统一的概率水准,抗震设防目标的实现没有科学保证;海洋平台抗震设计中利用强度水平地震推算得到韧性水平地震作用也不具有统一的概率水准;(3)将地震危险性分区和地震动参数区划结合使用或编制统一抗倒塌水准的区划图是一般工程抗震设防的科学做法,对于海洋平台的抗震设防,宜明确韧性水平地震作用的概率水准. 相似文献
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利用呼图壁地震台洞体场地水准二期的比对观测数据、呼图壁场地跨断层水准四期的同时间段观测资料以及1987~2012年大丰跨断层测线的水准观测数据,分析了呼图壁红山地震台洞体场地水准观测成果的变化速率与跨断层水准观测成果的年变速率的差异性,判定原地震台使用的Ni004光学水准仪的可靠性,依据分析结果提出合理建议。并根据大丰跨断层水准观测的历史观测成果和呼图壁洞体场地水准观测比对后的分析结果,初步探索研究跨断层水准在研究区域的地形变特征。 相似文献
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流磁测量作业中一般通过填写纸质记录表记录和检核观测数据,存在作业效率不高和不便数据存储、传输、存档和后续调用处理等问题。为此,在分析电子记录可行性的基础上,利用VS2008,在WM6平台开发流磁测量PDA记录软件。应用表明,该项工作对改进已有观测技术、优化数据管理方面,具有实践和借鉴意义。 相似文献
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用有序度研究深井水位记震能力 总被引：1，自引：0，他引：1
深井水位记震能力可作为一种预报地震的前兆手段，应用系统科学中的序度Ｒ来源深井水位记震能力，其工作结果：（１）深井水位记震能力所组成的系统表现为有组织系统； 相似文献
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W. F. DONNELL 《Geophysical Prospecting》1967,15(2):246-261
The use of digital recorders and computers in seismic exploration promises major enhancement of the quality of final documents available to interpreters. The ultimate objectives of recording and processing remain what they always have been: 1 Record the reflection wavelet as a function of time; this requirement has been met with satisfactory accuracy for a number of years. 2. Record the reflection wavelets with sufficient fidelity to permit the interpreter to recognize them. Various factors affect our ability to achieve this second objective. Certain recording errors are associated with digital recording systems. However, an understanding of the sources of error will enable the operator to use his system properly and to estimate the noise level or inaccuracy of field recordings. Field operations do not require rigorous error analysis; in most cases a satisfactory approximation can be obtained from simple calculations. Three types of “noise”–seismic, instrument and power line–introduce errors. Factors which contribute to over-al recording system error include specifically input noise, power supply ripple, crosstalk, A-D conversion error, quantizing noise, aliasing, distortion. Examination of each component of a recording system, permits the determination of its ultimate effect on the over-all noise level–or error level–of the entire system. Many of the error sources produce statistically independent noise which is not correlative. Where this is true, error voltages from various sources may be combined by taking the square root of the sum of the mean square noise voltages, giving a result slightly greater than the largest single voltage if one source is much greater than any other source. This simplification can be used to estimate over-all system noise levels. Distortion and crosstalk depend on signal amplitude and should be added algebraically in each category. Each final sum should be used as a statistically independent noise source with respect to other system noise sources. Using the foregoing examples and simplified system for estimating over-all system noise, and assuming that much of the distortion (which limits signal/instrument noise ratio to 54 db) can be removed by filtering, we determine that the combined effect of all sources of error is to reduce the system S/N ratio to approximately 74 db. With proper care digital field recording systems can produce very good field records, and exotic computer processes can enhance signal and reduce various forms of noise. However, one always must recall that the level of confidence which one can place in an interpretation of seismic data must be dependent on a knowledge of the accuracy of the basic data. 相似文献
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High-accuracy electronic data acquisition equipment, a solid-state memory, computer interface and software have been developed to provide a complete system for measuring and recording water level changes.
A small, stand-alone hydrologic instrument (SE1000) provides the automation and accuracy of solid-state electronics in pump tests, slug tests, and long- and short-term ground water monitoring. The unit is powered by a high-performance battery pack with a minimum life of four years. This instrument can be buried at the monitoring site for protection from vandals, animals and temperature extremes. Ten pre-programmed 949-point data schedules are standard. One schedule is logarithmic with an initial data interval of 0.2 seconds. Nine linear schedules provide data intervals ranging from 15 minutes to 1.5 days and corresponding test durations ranging from 10 days to 46 months. The stored data can be recovered directly via the LCD display or transferred to a computer. Software provides automatic data reduction with hard copy tables and plots.
This instrument has been used successfully in various locations in the United States. 相似文献
A small, stand-alone hydrologic instrument (SE1000) provides the automation and accuracy of solid-state electronics in pump tests, slug tests, and long- and short-term ground water monitoring. The unit is powered by a high-performance battery pack with a minimum life of four years. This instrument can be buried at the monitoring site for protection from vandals, animals and temperature extremes. Ten pre-programmed 949-point data schedules are standard. One schedule is logarithmic with an initial data interval of 0.2 seconds. Nine linear schedules provide data intervals ranging from 15 minutes to 1.5 days and corresponding test durations ranging from 10 days to 46 months. The stored data can be recovered directly via the LCD display or transferred to a computer. Software provides automatic data reduction with hard copy tables and plots.
This instrument has been used successfully in various locations in the United States. 相似文献
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被普遍记录的最小震级是表征地震检测能力的重要标志。利用地震频度—震级关系统计了地震观测系统的检测率。引进了相应于70．7％检测率的系统震级下限参量mr以定量表征地震检测能力。以1970-2005年36年来的地震观测目录为基础数据,客观统计了中国大陆地区地震台网的检测水平。 相似文献
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受供电和数据传输方式的影响,十堰地震台测震系统数据断记时间较长,数据质量较差。为此,采用3路交流供电自动切换辅助2路直流供电方式,为仪器运行提供稳定的电力供给,并采用一主一备有线光纤传输解决微波单线传输的弊端。为验证解决措施的有效性,选取该台2009—2020年测震记录,统计SEED格式波形记录数据断记时长,结果发现,在2013年进行整改以来,数据断记现象减少,断记时长明显缩短。选取该台2015—2021年测震系统仪器更换以来的数据记录,分析地方震、近震、远震和极远震震相特征,发现该台记录地震波形清晰、可靠。可见,该台数据断记整改措施得到有效检验,测震系统运行质量得到提升,可为国内同类测震台站提供参考。 相似文献
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文章分析了区域地震信息系统现状，提出了一种以先进的计算机网络环境为基础的地震信息系统方案，并具体描述了其总体网络结构及市级信息中心和区域信息中心的功能规划。 相似文献