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991.
基于无线Mesh网络技术的应急通信技术应用   总被引:2,自引:0,他引:2  
付荣国  肖飞 《地震学刊》2014,(6):778-783
强烈地震发生后,灾区现场通信网络设施往往遭到破坏,因此快速建立有效且覆盖面大的应急通信网络,及时传递灾情信息,对现场组织救灾及指挥调度等救援工作具有重大意义。无线网络具有组网简单快速、成本低等技术特点,适合作为现场应急通信的网络平台。本文提出了一种基于无线Mesh网络技术的地震现场应急通信方法,在灾区现场迅速组建无线局域网,从而实现信息传递和共享,整个系统组网快捷、健壮性好,并且通过卫星通信技术可以将各局域网组成灾区广域网并进一步接入互联网,该方法能满足地震现场应急通信信息传输的基本要求。  相似文献   
992.
A three-level nested Regional Ocean Modeling System was used to examine the seasonal evolution of the Copper River (CR) plume and how it influences the along- and across-shore transport in the northern Gulf of Alaska (NGoA). A passive tracer was introduced in the model to delineate the growth and decay of the plume and to diagnose the spread of the CR discharge in the shelf, into Prince William Sound (PWS) and offshore. Furthermore, a model experiment with doubled discharge was conducted to investigate potential impacts of accelerated glacier melt in future climate scenarios. The 2010 and 2011 simulation revealed that the upstream (eastward) transport in the NGoA is negligible. About 60 % of the passive tracer released in the CR discharge is transported southwestward on the shelf, while another one third goes into PWS with close to 60 % of which exiting PWS to the shelf from Montague Strait. The rest few percent is transported across the shelf break and exported to the GoA basin. The downstream transport and the transport into PWS are strongly regulated by the downwelling-favorable wind, while the offshore transport is related to the accumulation of plume water in the shelf, frontal instability, and the Alaskan Stream. It takes weeks in spring for the buoyancy to accumulate so that a bulge forms outside of the CR estuary. The absence of strong storms as in the summer of 2010 allows the bulge continue growing to trigger frontal instability. These frontal features can interact with the Alaskan Stream to induce transport pulses across the shelf break. Alternatively as in 2011, a downwelling-favorable wind event in early August (near the peak discharge) accelerates the southwestward coastal current and produces an intense downstream transport event. Both processes result in fast drains of the buoyancy and the plume content, thereby rapid disintegration of the plume in the shelf. The plume in the doubled discharge case can be two to three times in size, which affects not only the magnitude but also the timing of certain transport events. In particular, the offshore transport increases by several folds because the plume appears to be more easily entrained by the seaward flow along the side of Hinchinbrook Canyon.  相似文献   
993.
Seismic traveltime tomographic inversion has played an important role in detecting the internal structure of the solid earth. We use a set of blocks to approximate geologically complex media that cannot be well described by layered models or cells. The geological body is described as an aggregate of arbitrarily shaped blocks, which are separated by triangulated interfaces. We can describe the media as homogenous or heterogeneous in each block. We define the velocities at the given rectangle grid points for each block, and the heterogeneous velocities in each block can be calculated by a linear interpolation algorithm. The parameters of the velocity grid positions are independent of the model parameterization, which is advantageous in the joint inversion of the velocities and the node depths of an interface. We implement a segmentally iterative ray tracer to calculate traveltimes in the 3D heterogeneous block models. The damped least squares method is employed in seismic traveltime inversion, which includes the partial derivatives of traveltime with respect to the depths of nodes in the triangulated interfaces and velocities defined in rectangular grids. The numerical tests indicate that the node depths of a triangulated interface and homogeneous velocity distributions can be well inverted in a stratified model.  相似文献   
994.
In general, earthquake cycle related to earthquake faulting could include four major processes which could be described by (1) fault locking, (2) self-acceleration or nucleation (possible foreshocks), (3) coseismic slip, and (4) post-stress relaxation and afterslip. A sudden static stress change/perturbation in the surrounding crust can advance/delay the fault instability or failure time and modify earthquake rates. Based on a simple one-dimensional spring-slider block model with the combination of rate-and-state-dependent friction relation, in this study, we have approximately derived the simple analytical solutions of clock advance/delay of fault failures caused by a sudden static Coulomb stress change applied in the different temporal evolution periods during an earthquake faulting. The results have been used in the physics-based explanation of delayed characteristic earthquake in Parkfield region, California, in which the next characteristic earthquake of M 6.0 after 1966 occurred in 2004 instead of around 1988 according to its characteristic return period of 22 years. At the same time, the analytical solutions also indicate that the time advance/delay in Coulomb stress change derived by the dislocation model has a certain limitation and fundamental flaw. Furthermore, we discussed the essential difference between rate- and state-variable constitutive (R–S) model and Coulomb stress model used commonly in current earthquake triggering study, and demonstrated that, in fact, the Coulomb stress model could be involved in the R–S model. The results, we have obtained in this study, could be used in the development of time-dependent fault interaction model and the probability calculation related to the time-dependent and renewal earthquake prediction model.  相似文献   
995.
Traditional variational data assimilation (VDA) with only one regularization parameter constraint cannot produce optimal error tuning for all observations. In this paper, a new data assimilation method of “four dimensional variational data assimilation (4D-Var) with multiple regularization parameters as a weak constraint (Tikh-4D-Var)” is proposed by imposing different regularization parameters for different observations. Meanwhile, a new multiple regularization parameters selection method, which is suitable for actual high-dimensional data assimilation system, is proposed based on the posterior information of 4D-Var system. Compared with the traditional single regularization parameter selection method, computation of the proposed multiple regularization parameters selection method is smaller. Based on WRF3.3.1 4D-Var data assimilation system, initialization and simulation of typhoon Chaba (2010) with the new Tikh-4D-Var method are compared with its counterpart 4D-Var to demonstrate the effectiveness of the new method. Results show that the new Tikh-4D-Var method can accelerate the convergence with less iterations. Moreover, compared with 4D-Var method, the typhoon track, intensity (including center surface pressure and maximum wind speed) and structure prediction are obviously improved with Tikh-4D-Var method for 72-h prediction. In addition, the accuracy of the observation error variances can be reflected by the multiple regularization parameters.  相似文献   
996.
997.
施工过程中混凝土的入模温度和水化热对多年冻土区桩基施工期间的热稳定性具有重要影响. 针对该问题,利用有限元方法定量研究了±400 kV青藏直流输电线路冻土区锥柱基础入模温度、水化热和含冰量对桩基回冻过程、温度场变化和桩底融化深度的影响规律. 结果表明:水化热影响下,桩基中心温度在第3天达到最高,桩底滞后1 d,基坑表面受其影响较小,主要受环境温度影响;第24天,桩底出现最大融化层,随着入模温度增加,融化层厚度相应增加,入模温度为6℃时融化层厚度为34 cm,15℃时为55 cm;入模温度越高,回冻时间越长,当入模温度为6℃时,完全回冻需经历52 d,15℃时,回冻时间将增加7 d. 含冰量对桩底融化深度有影响,含冰量越大底部融化深度越小;冻土年平均地温是影响桩底融化深度的重要因素,少冰高温(-0.52℃)、低温(-1.5℃和-2.5℃)冻土条件下,最大融化层厚度分别为38 cm、34 cm和25 cm. 基于上述结果,在多年冻土地区的桩基工程,建议混凝土入模温度为6~8℃,底部碎石垫层至少40 cm.  相似文献   
998.
南极数字高程模型(DEM)是南极冰盖研究的基础数据,目前国际通用的全南极DEM数据主要有JLB97 DEM、RAMPv2 DEM、ICESat DEM以及Bamber 1km DEM. 利用DEM对DEM验证的方式对四种DEM的精度进行比较分析. 结果表明:Bamber 1km DEM和ICESat DEM之间的高程差异最小,平均高程差小于1.8 m,二者均有较高的可靠性. RAMPv2 DEM与Bamber 1km DEM的高程差大于1.9 m,在81.5° S以南和坡度较大的区域,高程差异更为明显,高程可靠性较低. JLB97 DEM与上述三种DEM的偏差超过10 m,高程可靠性最低.  相似文献   
999.
孔祥兵  赵淑萍  穆彦虎  罗飞 《冰川冻土》2014,36(5):1205-1212
冻土路基土体的物理性质与温度有密切关系, 在不同的季节, 路基内的变形场和应力场会相应发生变化. 为了说明路基内变形场和应力场的季节性差异, 以青藏铁路某断面为例, 对冻土路基在有、无列车荷载两种工况下进行了数值模拟, 系统分析了两种工况下路基内的变形场和应力场特点. 结果表明: 路基修筑后, 在自重作用下会产生较大瞬时变形; 由于路基内温度场随时间变化, 路基内各点的位移也随时间发生变化, 且位移时程曲线与温度时程曲线大体呈负相关. 在有、无列车两种工况下路基竖向位移分布都是由道砟中心向路基内部逐渐减小, 但数值明显不同; 由列车荷载引起的最大竖向附加变形发生在路基顶面中心点, 在10月15日、1月15日、4月15日, 变形量分别为-4.94 mm、-3.24 mm、-2.56 mm. 对于路基底面中心点和地基浅层中心点, 由列车荷载引起的附加应力在10月15日最大、1月15日次之、4月15日最小, 附加应力最大达到19.48 kPa; 列车荷载主要影响路基上部土体应力分布, 对下部土体应力分布影响较小.  相似文献   
1000.
土石坝地震永久变形参数反演方法研究   总被引:1,自引:0,他引:1  
汪旭  康飞  李俊杰 《岩土力学》2014,35(1):279-286
提出了一种基于径向基网络的土石坝永久变形参数反演分析模型。该模型充分利用了径向基神经网络的非线性映射能力,只需要进行少量的样本设计,即可反演坝体永久变形参数,可以解决土石坝动力参数反演计算耗时长的问题。同时在对永久变形参数进行灵敏度分析的基础上,建立考虑参数灵敏度的网络训练目标函数,进一步提高了反演精度。将所建立的模型用于紫平铺面板堆石坝地震永久变形参数反演,采用三维有限元法进行静动力分析,并采用改进的沈珠江模型计算坝体地震永久变形。结果表明,反演参数计算的大坝地震永久变形和坝体实测永久变形数值接近,趋势一致,因而所建立的模型能够有效地反演坝体地震永久变形参数,为土石坝的动力参数反演提供了一种简便、有效的方法。  相似文献   
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