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MACCA计划是研究在地震声出现时大气层和磁层的联系,MACCA是由该项目的俄文字头组成它是一个包括实验和理论分析的综合研究项目,旨在建立三种介质——大气层、电离层和磁层——相互作用的动力过程模式,这个过程发生在低层大气出现强烈能量释放的时候,建立这类模式是发展太阳-地球物理基础研究的需要;是为理解由地震、火山和气象现象以及人类活动引起的电离层和磁层效应的需要。 1964年3月28日在美国的阿拉斯加发生了8.4级地震,地震引起了电离层的扰动,在许多地方都观测到了,最远的距离约5000 km,在离震中不到1000 km的阿达克观 相似文献
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地震和电离层变化是一种可能存在的相关现象。从1964年3月28日美国阿拉斯加大地震观测到电离层扰动现象以来,直到最近几年一直有人探寻电离层某种参量变化是否与地震有关系的问题。人们所关注的一方面是,孕震时期从哪些物理现象能识别出地震确实引起了电离层的变化,另一方面是在掌握所观测到的现象特点基础上,从为什么发生这些现象的物理 相似文献
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苏联《地球与宇宙》杂志1979年第4期刊载一篇介绍苏中央地震观象台的报道,摘译如下:奥勃宁斯克(Обнииск)中央地震观象台是由苏联科学院地球物理研究所地球物理观象台于1969年改名而成的。其主要任务是组织和系统地观测地震和重力场、地倾斜及地形变。尽 相似文献
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陆地重力观测相较于航空和卫星重力观测,距离场源更近,观测精度相对较高,其静态异常和时变数据已广泛应用于研究多种地球动力学问题.21世纪以来,绝对重力观测技术发展迅速,陆地观测网络日益完善,高精度陆地重力观测数据产品逐渐丰富,基于这些产品的大地测量和地球物理研究不断取得新进展.本文总结了近十几年来高精度陆地重力观测数据在大地测量和地球物理领域的应用进展情况,包括基于重力异常数据构建重力场和大地水准面模型、建立地壳物性结构模型、反演Moho界面形态和估计岩石圈有效弹性厚度,以及利用时变重力数据构建时变重力场模型、探测微弱动力学信号、估计地壳构造变形速率和分析与火山、地震过程的可能关联,最后探讨分析了陆地重力测量的未来发展趋势,可为中国大陆重力观测系统建设与发展规划提供参考. 相似文献
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1957年7月1日兰州地球物理观象台建成投入工作,该台是当时我国参加国际地球物理年的八台之一,迄今已有30年观测史,这是西北地震工作史上一件值得纪念的事情兰州观象台的前身,是新中国成立后第一批建立的,一九五四年设在市区萃英门的兰州地震台。当时只安装着大、小五一式机械记录地震仪。一九五五年未,我国地震工作的奠基人李善邦教授陪同苏联著名地震学家基尔诺斯来兰州考察,亲自重新为兰州观象台选定了台 相似文献
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基于地球-电离层空腔共振的地震电磁监测方法研究 总被引：1，自引：0，他引：1
多年来的观测研究表明,地震活动可能引发地球．电离层空腔共振异常。本文介绍了地球-电离层空腔共振的产生机理,主要的特征参数以及常用的观测方法等。总结了目前国际上对共振异常现象与地震活动关系的主要分析方法和研究结果。对地震活动引发地球-电离层空腔共振异常的下一步研究工作进行了探讨。 相似文献
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电离层斜测数据集包括F2层临界频率数据和最大电子密度空间分布图,来源于中国地震电离层监测试验网观测数据。2008年汶川地震后,中国地震局地震预测研究所和中国电子科技集团第22研究所,在国防科技工业电波环境观测站网原有的稀疏发射站网基础上,根据地震重点监测区带分布和区域数据覆盖能力的双重需要,利用电离层对地基发射信号的反射特性,在华北5个电离层垂测发射站的基础上,建立了20个电离层斜测接收站,形成100条发射—接收链路,达到以经济手段取得电离层加密监测的效果。数据由接收台站接收后,汇聚到北京数据中心,并建立Oracle数据库,将数据入库。通过人工判读,生成可应用的电离层斜测观测数据。此数据集通过数据共享网站提供数据共享服务,可为地震系统内部各省地震局和研究所进行地震监测预测研究以及系统外部科研机构和院校电离层观测研究提供基础数据。 相似文献
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A guided wave along a borehole is often observed in borehole radar measurements. These guided waves deform the antenna pattern and can cause artefacts in radar measurements. A water-filled borehole or a conducting logging cable can function as a waveguide for electromagnetic waves under some conditions. We describe the theoretical characteristics of such a guided wave in a borehole and compare them with our experiments. The measured signal discussed was obtained with a directional borehole radar. This radar uses a cylindrical conformal array antenna as receiver and is a model of a conducting structure in a borehole. The induced field around the borehole was compared with the theory. The most fundamental symmetrical and asymmetrical modes were TM01 and HE11, and they were identified in the measured signals using time–frequency distribution analysis and by observation of the azimuthal field distribution of the magnetic field. 相似文献
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Steady flow to a well near a stream with a leaky bed 总被引：2，自引：0，他引：2
We present an explicit analytic solution for steady, two-dimensional ground water flow to a well near a leaky streambed that penetrates the aquifer partially. Leakage from the stream is approximated as occurring along the centerline of the stream. The problem domain is infinite and pumping on one side of the stream induces flow on the other side. The solution includes the effects of uniform flow in the far field and a sloping hydraulic head in the stream. We use the solution to investigate the interaction between ground water and surface water in the stream, the effects of pumping on the opposite side of the stream, and the effects of the leaky streambed on the capture zone envelope of the well. We develop a relationship between parameters such that the pumping well will not capture water from the stream, or from the opposite side of the stream. When the discharge of the well is large enough to capture water from the stream, the shape of the capture zone envelope depends on flow conditions on the side of the stream opposite the well. 相似文献
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P. S. Deshwal 《Pure and Applied Geophysics》1971,85(1):107-124
Summary The problem of diffraction of compressional waves by a rigid barrier of finite height fixed in a liquid half space has been studied. Wiener-Hopf technique forms the basis of the methods used to solve the problem. Exact solutions have been obtained in terms of Fourier integrals whose evaluation along an appropriate contour gives the transmitted, reflected and diffracted waves. The diffracted waves decay rapidly away from the barrier. 相似文献
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《地震研究进展（英文）》2021,1(3):100059
At present, substantial scientific research achievements have been made in the research on landslide occurrence, movement mechanism, mitigation measures, and structural stability during tunnel excavation. However, the interaction mechanism of a tunnel under-traversing a slope body with potential landslides is still not well understood. Based on the field data provided by previous investigations in the study area, six sets of 1:100 laboratory experiment model tests were conducted to study the stability of the landslide-prone zone of the slope body with an under-traversing tunnel. The selected distances between the tunnel and the sliding surface are 1.5, 3, and 5 times of the tunnel diameter, respectively. The experiment results show the interaction between the landslide-prone zone and the tunnel, elucidating the effect of potential landslides during the tunnel excavation process and the reaction of the landslide slip on the tunnel structure. Several conclusions are obtained: ① During the process of tunnel excavation, the vertical displacement of the tunnel vault decreases with the increase of the buried depth. ② The vertical displacement of the sliding surface increases with the increase of the buried depth of the tunnel. The horizontal displacement of sliding surface decreases with the increase of the buried depth. ③ After the occurrence of a rainfall-induced landslide, the vertical displacement of the tunnel vault in the 1.5-diameter-distance case is 57.29% greater than that in the 3.0-dismeter-distance case.④ For a two-cave tunnel, it is suggested that the cave farther from the landslide toe should be firstly excavated since it may generate less structural deformation. 相似文献
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Compared performance of a conceptual and a mechanistic hydrologic models of a green roof 总被引：1，自引：0，他引：1
In order to investigate the hydrologic response of a green roof system within the urban environment, a monitoring campaign is carried out at the green roof site of the University of Genova (Italy). Experimental data confirm that the green roof is able to significantly mitigate the generation of runoff with median values of retained volume and peak reduction, respectively, equal to 94 and 98%. A conceptual linear reservoir and a simple mechanistic (Hydrus‐1D) models are implemented to simulate the hydrologic behaviour of the system; each model is calibrated and validated based on experimental data collected at the green roof site. The hydrographs simulated with both hydrologic models reproduce with acceptable matching capabilities the experimental measurements, as confirmed by the Nash‐Sutcliffe Efficiency index generally greater than 0·60. Although the relative percentage differences evaluated for the selected hydrograph variables (the total effluent volume, the peak flow rate and the hydrograph centroid) demonstrate that the mechanistic model is more accurate, prediction errors of the conceptual model are generally limited when compared with the observed hydrologic performance. Results of the present comparison are useful in supporting conceptual model selection in case the hydrologic response is addressed for hydrologic performance assessment. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
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One of the aims of sewer networks is the protection of population against floods and the reduction of pollution rejected to the receiving water during rainy events. To meet these goals, managers have to equip the sewer networks with and to set up real-time control systems. Unfortunately, a component fault (leading to intolerable behaviour of the system) or sensor fault (deteriorating the process view and disturbing the local automatism) makes the sewer network supervision delicate. In order to ensure an adequate flow management during rainy events it is essential to set up procedures capable of detecting and diagnosing these anomalies.
This article introduces a real-time fault detection method, applicable to sewer networks, for the follow-up of rainy events. This method consists in comparing the sensor response with a forecast of this response. This forecast is provided by a model and more precisely by a state estimator: a Kalman filter. This Kalman filter provides not only a flow estimate but also an entity called ‘innovation’. In order to detect abnormal operations within the network, this innovation is analysed with the binary sequential probability ratio test of Wald. Moreover, by crossing available information on several nodes of the network, a diagnosis of the detected anomalies is carried out. This method provided encouraging results during the analysis of several rains, on the sewer network of Seine-Saint-Denis County, France. 相似文献
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Abolfazl Rezaei Mohammad Zare Ezzatollah Raeisi Reza Namdar Ghanbari 《Ground water》2013,51(2):305-312
Kaftar Lake is a high‐altitude fresh water lake located in High Zagros, south of Iran. Despite the high annual evaporation to precipitation ratio in the area, lake water electrical conductivity is usually lower than 1000 µS/cm, this may be due to high seepage from the floor of the lake. Therefore, the hypothesis of possible underground connections between Namdan Basin, where the lake is located, and the surrounding basins with lower elevation (Aspas and Dehbid Basins) was investigated. Hydrogeology, hydrochemistry, and stable isotopes data of the lake and surrounding basins along with the lake water balance study were applied to test the hypothesis. Results indicate that Kaftar Lake has no connection with Aspas Basin in south, but it is hydraulically connected to Dehbid Basin. In Dehbid Basin, “Ghasr_e_Yaghoob spring” (average discharge ?1200 L/s) emerges from a small outcrop (about 0.8 km2) of Daryan limestone Formation, where this outcrop is much smaller than the required recharge area for such average discharge rate. The study shows that this spring is recharged by Kaftar Lake and Namdan Basin aquifer, through Daryan Formation of Gandboee Syncline located to the northern part of the lake. 相似文献
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V. A. Tulin 《Seismic Instruments》2011,47(3):278-285
Provisions are determined for matching the thermostating temperature with the heater temperature as well as for installing
a sensor depending on the position of the heater. The results of theoretical analysis and comparative assessment of three
specifications of thermostats intended for use in geophysical equipment are considered. It is shown that, if the outside temperature
changes in a few tens of degrees, two of the three specifications are able to ensure consistent thermostating temperature
with an error rate not exceeding 0.010°C. According to the experiment, a “hybrid” two-step thermostat maintains the temperature
with an error rate of about 0.002°C on the condition that the outside temperature changes within 10°C. 相似文献
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Andrea D'Aniello Massimiliano Fabbricino Daniela Ducci Domenico Pianese 《Ground water》2020,58(4):598-610
The potential environmental impacts on subsurface water resources induced by unconventional gas production are still under debate. Solving the controversy regarding the potential adverse effects of gas leakages on groundwater resources is therefore crucial. In this work, an interesting real-world case is presented in order to give further insight into methane multiphase and transport behavior in the shallow subsurface, often disregarded compared to the behavior in the deep subsurface. Multiphase flow and solute transport simulations were performed to assess the vulnerability of an existing shallow unconfined aquifer with respect to a hypothetical methane leakage resulting from a well integrity failure of a former deep geothermal well. The analysis showed that migration of gaseous methane through the aquifer under examination can be extremely fast (of the order of a few minutes), occurring predominantly vertically upwards, close to the well. By contrast, dissolved methane migration is largely affected by the groundwater flow field and occurs over larger time scales (of the order of months/years), covering a greater distance from the well. Overall, the real concern for this site in case of gas leakages is the risk of explosion in the close vicinity of the well. Predicted maximum gaseous fluxes (0.89 to 22.60 m3/d) are comparable to those reported for leaking wells, and maximum dissolved methane concentrations may overcome risk mitigation thresholds (7 to 10 mg/L) in a few years. Therefore, surface and subsurface monitoring before decommissioning is strongly advised to ensure the safety of the site. 相似文献