�ռ�Բ�������ⷽ�������ݴ���   总被引：8，自引：5，他引：8  

潘国荣  谷川  施贵刚 《大地测量与地球动力学》2007,27(3):28-30

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玉树M_S7.1地震同震效应模拟与绝对重力检验     

谈洪波  申重阳  邢乐林  李辉  陈石 《中国地震》2013,29(1):116-123

利用玉树震后地质调查获取的地表破裂位移,参考余震精定位结论以及地震波和InSAR反演结果,构建了玉树Ms7.1地震发震断层模型.基于弹性-粘弹分层介质模型中平面矩形位错理论,考虑介质自重的影响,模拟了玉树地震同震形变和重力变化.图像显示,玉树绝对重力点刚好位于同震重力变化极值附近,变化量达到25.02 ×10-8 m·s-2.通过对震前重力变化以及对两台FG-5绝对重力仪的一致性进行讨论,认为实测玉树台27.2 ×10-8 m·s-2为同震重力变化,这与基于位错理论的同震模拟结果一致,是对位错理论近场变化的1次很好的验证.  相似文献   

华北时变重力场离散小波多尺度分解   总被引：3，自引：2，他引：1  

刘芳  祝意青  陈石 《中国地震》2013,29(1):124-131

利用华北地区地震重力监测网的绝对重力与相对重力多期重复观测资料,处理获取不同时空尺度的华北区域重力场动态变化图像.利用二维小波分解技术,将不同场源深度异常进行了分离,并对不同时空尺度的重力变化给出了解释,提高了对华北地区重力场变化趋势的认识水平.在此基础上,通过对小波细节的功率谱分析,可以获得各阶小波变换逼近及小波细节分析图所对应的场源深度.研究结果表明,不同时空尺度的重力场变化对于深入认识华北地区潜在地震危险性具有一定的科学意义.  相似文献   

北斗卫星通信在强震动台网数据传输中的应用     

徐硕  崔建文  王暾  施伟华  韦海盛  周勇  卢爱军 《地震地磁观测与研究》2013,(5):258-265

北斗卫星系统是中国正在实施的自主研发、独立运行的卫星定位与通信系统.因其具有短报文通信功能,进行相应的软硬件开发,可以用于传输包括烈度在内的强震动台网观测数据.通过北斗卫星传输烈度速报的性能测试和在芦山7.0级大地震中的实际应用效果,对北斗卫星系统目前在强震动台网数据传输中的应用方式和效能进行介绍.  相似文献   

Modeling the circulation in the Gulf of Tonkin, South China Sea   总被引：4，自引：0，他引：4  

Jingsong Gao  Huijie Xue  Fei Chai  Maochong Shi 《Ocean Dynamics》2013,63(8):979-993

The circulation in the Gulf of Tonkin (Beibu Gulf) was studied using the Princeton Ocean Model, which was forced with the daily surface and lateral boundary fluxes for 2006 and 2007, as well as tidal harmonics and monthly climatological river discharges. In the southern Gulf, the vertically averaged circulation was anti-cyclonic in summer and changed to cyclonic in winter. Although it was highly correlated with the local wind, the southern gyre was driven primarily by the South China Sea (SCS) general circulation from the south. Flows in the Qiongzhou Strait that played a significant role in determining the circulation variability in the northeastern Gulf could be eastward or westward at any given day in summer or winter, but the seasonal mean current was eastward from late spring through summer and westward during the rest of the year, with an annual mean westward transport of ～0.1 Sv into the Gulf. Different water masses were distinguished at the surface with the warm and saline SCS water in the south, relatively fresh plume waters along the northern and western coasts of the Gulf, and the mixture of the two in between. At lower levels, two cold water masses were identified in the model, and each had T/S distributions qualitatively similar to the observations obtained in 2007. These two water masses were produced throughout the winter, sheltered from the surface warming by a thermocline as the season progressed, and eventually disappeared in late fall.  相似文献   

基于高灵敏度检波器数据的分频匹配滤波方法及其应用(英文)   总被引：1，自引：0，他引：1  

沈洪垒  田钢  石战结 《应用地球物理》2013,10(1):15-24

具有较高自然频率的高灵敏度检波器在采集数据时可以通过压制低频信号来相对提高高频能量,但这也造成了其低频响应差的问题,如果将高灵敏度数据与常规数据进行优势组合,就可以达到拓宽频带的目的。为此,本文提出分频段匹配滤波的方法,即在保持常规数据低频优势的前提下,对其高频端进行匹配滤波,实现不同频带范围内的优势互补,从而改善地震记录。通过引入不同主频的雷克子波模拟得到具有常规数据和高灵敏度数据特点的理论模型,论证了分频匹配滤波方法的可行性。在对野外单炮地震记录处理中发现,分频匹配滤波方法拓宽了地震记录的有效频带宽度,提高了地震记录的分辨率。  相似文献   

Perfectly matched layer-absorbing boundary condition for finite-element time-domain modeling of elastic wave equations   总被引：2，自引：0，他引：2  

Zhao Jian-Guo  Shi Rui-Qi 《应用地球物理》2013,10(3):323-336

The perfectly matched layer (PML) is a highly efficient absorbing boundary condition used for the numerical modeling of seismic wave equation. The article focuses on the application of this technique to finite-element time-domain numerical modeling of elastic wave equation. However, the finite-element time-domain scheme is based on the second-order wave equation in displacement formulation. Thus, the first-order PML in velocity-stress formulation cannot be directly applied to this scheme. In this article, we derive the finite-element matrix equations of second-order PML in displacement formulation, and accomplish the implementation of PML in finite-element time-domain modeling of elastic wave equation. The PML has an approximate zero reflection coefficients for bulk and surface waves in the finite-element modeling of P-SV and SH wave propagation in the 2D homogeneous elastic media. The numerical experiments using a two-layer model with irregular topography validate the efficiency of PML in the modeling of seismic wave propagation in geological models with complex structures and heterogeneous media.  相似文献   

Research on the imaging of concrete defect based on the pulse compression technique     

Li Chang-Zheng  Zhang Bi-Xing  Shi Fang-Fang  Xie Fu-Li 《应用地球物理》2013,10(3):337-348

When the synthetic aperture focusing technology (SAFT) is used for the detection of the concrete, the signal-to-noise ratio (SNR) and detection depth are not satisfactory. Therefore, the application of SAFT is usually limited. In this paper, we propose an improved SAFT technique for the detection of concrete based on the pulse compression technique used in the Radar domain. The proposed method first transmits a linear frequency modulation (LFM) signal, and then compresses the echo signal using the matched filtering method, after which a compressed signal with a narrower main lobe and higher SNR is obtained. With our improved SAFT, the compressed signals are manipulated in the imaging process and the image contrast is improved. Results show that the SNR is improved and the imaging resolution is guaranteed compared with the conventional short-pulse method. From theoretical and experimental results, we show that the proposed method can suppress noise and improve imaging contrast, and can also be used to detect multiple defects in concrete.  相似文献   

Full‐scale shaking table test of a base‐isolated medical facility subjected to vertical motions     

Sachi Furukawa  Eiji Sato  Yundong Shi  Tracy Becker  Masayoshi Nakashima 《地震工程与结构动力学》2013,42(13):1931-1949

Base isolation is a well known technology that has been proven to reduce structural response to horizontal ground accelerations. However, vertical response still remains a topic of concern for base‐isolated buildings, perhaps more so than in fixed‐base buildings as isolation is often used when high performance is required. To investigate the effects of vertical response on building contents and nonstructural components, a series of full‐scale shaking table tests were conducted at the E‐Defense facility in Japan. A four‐story base‐isolated reinforced concrete building was outfitted as a medical facility with a wide variety of contents, and the behavior of the contents was observed. The rubber base isolation system was found to significantly amplify vertical accelerations in some cases. However, the damage caused by the vertical ground motions was not detrimental when peak vertical floor accelerations remained below 2 g with three exceptions: (1) small items placed on shelves slid or toppled; (2) objects jumped when placed on nonrigid furniture, which tended to increase the response; and (3) equipment with vertical eccentricities rocked and jumped. In these tests, all equipment and nonstructural components remained functional after shaking. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Hydrological characteristics of vegetated river flows: a laboratory flume study     

John Z. Shi  Yan-Hong Li  Jocelyne M.R. Hughes  Ming Zhao 《水文科学杂志》2013,58(5):1047-1058

Abstract

Laboratory flume experiments were undertaken to measure the vertical profiles of mean flow velocity for three different flow discharges and four different stem densities of Hydrilla verticillata. The data were used to calculate three parameters, namely Manning's roughness coefficient, the Reynolds number and the Froude number. In addition, empirical equations were obtained for the vertical distribution of measured flow velocity within the transitional zone and above the plant canopy. The results show that: (a) the vertical distribution of measured flow velocity exhibits three zone profiles; (b) Manning's roughness coefficient decreases with increasing depth-averaged flow velocity; (c) the relationship between Manning's roughness coefficient and the depth-averaged flow velocity is within the smooth left inverse curve; (d) Manning's roughness coefficient significantly changes with increasing density of Hydrilla; (e) the Froude number is independent of the density of Hydrilla; and (f) both the Reynolds number and the Froude number increase with increasing depth-averaged flow velocity.

Citation Shi, J.Z., Li, Y.-H., Hughes, J.M.R., and Zhao, M., 2013. Hydrological characteristics of vegetated river flows: a laboratory flume study. Hydrological Sciences Journal, 58 (5), 1047–1058.

Editor Z.W. Kundzewicz  相似文献