陆态网络GNSS基准站阶跃偏移量的精确估计

通过对发生阶跃的GNSS基准站坐标序列谱指数的求解,表明了其具有有色噪声的特性,并对三分量分别建立了最优噪声模型,以此对GNSS基准站坐标的阶跃偏移量进行了精确估计,探明了地震和仪器更换对测站产生的精细影响。同时利用求解的阶跃偏移量对坐标序列进行修正,对获取连续性变化的测站坐标序列和获取精确的测站三维运动参数具有重要意义。     

不同海潮模型对中国大陆构造环境监测网络GNSS数据解算的影响

选取2018年中国大陆构造环境监测网络GNSS基准站及中国周边IGS站数据,基于CSR4、FES2004、GOT00、NAO99b等海潮负荷改正模型,采用单一变量的解算方式,分析不同海潮模型对我国GNSS基准站基线、三维坐标、时间序列等造成的影响。结果表明：利用不同海潮模型解算基线精度,水平方向相差不大于1 mm,垂向相差不大于3 mm;各测站NEU坐标精度均在毫米级以下,以耿马站时间序列为例,与其他模型相比,基于FES2004模型解算的各向偏差趋势波动较弱,其年序列图的精度及连续性、稳定性更佳。简言之,利用FES2004海潮模型解算GNSS站点位置,效果较好。     

谈中国大陆构造环境监测网络工程建站工作

对中国大陆构造环境监测网络建站工作，从设计、施工工艺、管理体系等方面的改进以及所取得的成效作了简要分析和介绍，并对今后的工作提出了建议。     

2010～2018年中国大陆构造环境监测网络绝对重力仪比测结果分析

本文介绍了中国大陆构造环境监测网络（陆态网络）2010～2018年4次绝对重力仪比测的成果,4期系统偏差最大值分别为3.5μGal、1.7μGal、4.3μGal和3.8μGal （1μGal=10^-8m/s²）,仪器互差分别为0～5.5μGal、0.3～3.2μGal、0～3.4μGal和1.1～7.0μGal。结果表明,参与比测的绝对重力仪观测中误差均优于5.0μGal,性能稳定,仪器间不存在明显的系统偏差,满足中国大陆构造环境监测网络绝对重力测量的工程设计要求。     

利用陆态网络基准站资料研究山西断陷带近期地壳形变特征

利用陆态网络GPS基准站资料计算了山西断陷带内部以及相对于周边地块的基线时间序列,并基于均匀应变模型计算了山西北部至晋冀交界和山西南部至晋豫交界的应变时间序列,结果表明:(1)陆态网络山西基准站观测数据质量较高,能够在一定程度上反映山西断陷带的地壳微动态变化特征。(2)山西北部至晋冀交界区域第一剪应变和最小主应变自2012年10月起减小,山西大同至河北张家口和山西大同至北京延庆的基线同期出现缩短,可能表明该区域北东向的右旋剪切和压性应变在逐渐增强。(3)山西北部至晋冀交界区域张性剪切应变2014年5月起出现的短期增强与涿鹿4.3级地震震源机制较为一致,可能与此次地震有关,该短期变化在震后逐渐恢复。     

黑龙江省GNSS数据多路径误差分析

应用TEQC和TEQCSPEC软件,得到陆态网络黑龙江省GNSS连续观测站数据多路径误差RMS变化,并分析其特征.结果显示:各测站多路径误差均满足中国地壳运动观测技术规程的要求;设置数据处理时截止高度角为15°,可抑制多路径影响;相邻两天多路径效应重复性较强;相关系数随间隔天数衰减较快;频谱分析结果显示,测站多路经误差主要成分集中在低频段;黑龙江省各测站多路径误差可以归结为随机信号,应从统计意义上进行研究.     

基于陆态网络GNSS数据的2013年和2015年磁暴期间中国地区电离层特性研究

2013年3月和2015年3月爆发了2次相似的地磁暴,引起了全球不同地区电离层的变化。本文利用中国大陆构造环境监测网络260余个基准站在中国地区的GNSS电离层TEC观测数据,结合电离层测高仪和电离层甚高频相干散射雷达观测,对2次磁暴期间中国地区的电离层变化特性进行了对比分析。结果显示,2013年3月磁暴期间,中国不同地区电离层变化较弱或不明显,而2015年3月磁暴期间中国地区电离层变化整体表现为大范围的强负相暴,中国地区不同程度的电离层响应主要受到不同的磁暴强度和磁暴期间不同的能量输入影响。2次磁暴期间电离层F层不均匀体的发生受到不同程度的影响,可能由不同种类的暴时电场导致。陆态网络数据空间覆盖范围广、时间分辨率高,在研究中国地区磁暴期间的电离层变化特性方面具有优势。     

Gravitational effect of distant Earth relief within the territory of former Czechoslovakia

We analyzed the gravitational effect of topography and bathymetry beyond the angular distance of approximately 1.5 degrees (referred to as the distant relief effect or DRE), and its impact on measured gravity values in the region of the former Czechoslovakia. Our work was strongly motivated by the contents of the pioneering contribution of outstanding Czech geophysicists Miloš Pick, Jan Pícha and Vincenc Vyskočil, which appeared at the turn of the 1950’s and 1960’s. Our numerical calculations were based upon the direct evaluation of the gravitational effects of compartments of a spherical layer, while the respective heights and depths were obtained from the 2 × 2 minutes digital elevation model (DEM) ETOPO2, taking into consideration also the influence of distant bathymetry. Our results are in close agreement with, but not identical to, those of the above cited authors. We also analyzed the influence of the grid cell size of the involved DEM upon the calculation results. We introduced an approximation of the analyzed effect, based on a simple linear relationship between the calculation point height, the DRE and its vertical gradient (VGDRE). Since when calculated at zero elevation the involved quantities DRE and VGDRE are smooth functions of latitude and longitude and can be easily interpolated, the approximation gives acceptable results in terms of desired accuracy of several μGal (1 μGal = 10⁻⁸ m/s²). In general, we can state that within the territories of the Czech and Slovak Republics the studied distant relief effect has negligible impact upon local gravity survey data. However, when applied to regional gravity studies, there could be a question of its possible influence in the form of a quasilinear W-E trend ranging approximately from −106.6 to −102.5 mGal within the territory of former Czechoslovakia. If we wanted to correct for this phenomenon, we should subtract this negative quantity from the standard Bouguer anomalies as they have been defined in the recent geophysical literature, thereby considerably increasing their values. But, instead of straightforward correcting the Bouguer anomalies for DRE only, we would rather recommend to wait until after the crustal and even lithospheric effects have been studied more carefully based upon the present day independent knowledge about the deep seated sources of those effects.     

Review on the study of topographic effect on seismic ground motion

Topographic effect study is a very important research topic in seismology, seismic engineering,earthquake engineering, engineering earthquake construction and engineering seismology. This paper focuses on its present development status. Post-earthquake investigation has found that the existence of topography caused more serious earthquake damage. The actual seismographs also recorded the topographic amplification effect of 6 to 7 times and even more than 10 times. Numerical simulation is an important technique to study topographic effect, which complements the lack of observed records. However researches on 3-D topographic effect are not enough and need to be studied deeper. To find the main influence factors and the quantitative relationship between topography and ground motion are required very urgently. Obviously the achievements not only can be applied in the earthquake resistant design, but also can provide the quantitative pre-earthquake disaster prediction and quantitative post-earthquake disaster evaluation.     

Propagation of seismic waves in a viscoelastic medium and the effect of topography

In this paper we have simulated the propagation of seismic waves in viscoelastic medium and calculated the effect of irregular surface topography by using finite element method. Several types of elastic and viscoelastic medium models, such as block structure, vidges and/or valley with and without a soft layer underneath have been studied. The distribution of maximum amplitude of displacement and acceleration on surface has been calculated in the case of vertically incident SH and P waves from the basement. The possible application in earthquake engineering is also discussed. The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica,13, 442–449, 1991.     

起伏地形下大地电磁L-BFGS三维反演方法

为推进大地电磁三维反演的实用化,本文实现了基于L-BFGS算法的带地形大地电磁三维反演.首先推导了大地电磁法三维反演的Tikhonov正则化目标函数以及Hessian矩阵逆矩阵近似表达式和计算方法,然后设计了一种既能保证空气电阻率固定不变又能保证模型平滑约束的协方差矩阵统一表达式,解决带地形反演问题.在反演算法中采用正则化因子冷却法以及基于Wolf条件的步长搜索策略,提升了反演的稳定性.利用开发的算法对多个带地形地电模型（山峰地形下的单个异常模型、峰-谷地形下的棋盘模型）的合成数据进行了三维反演,并与已有大地电磁三维反演程序（ModEM）进行对比,验证了本文开发的三维反演算法的正确性和可靠性.最后,利用该算法反演了华南某山区大地电磁实测数据,得到该区三维电性结构,揭示了研究区以高阻介质为基底,中间以低阻不整合面和相对低阻介质连续分布,浅部覆盖高阻介质的电性结构特征,进一步验证了本文算法的实用性.

     

考虑边坡地形效应的地震动力响应分析

地震滑坡往往会造成巨大的人员伤亡和财产损失,而边坡在地震作用下的响应规律是研究地震边坡稳定性的首要问题.本研究利用FLAC3D有限差分软件建立多个边坡模型,进行边坡地形效应的地震动力响应分析,考虑的地形主要包括坡高、坡角、坡面形状等三方面的因素.将选取的地震波作用于不同模型,分析坡面加速度、速度放大比及坡顶坡脚傅里叶谱...     

三维起伏地形条件下航空瞬变电磁响应特征研究

航空瞬变电磁法以其速度快、成本低、通行性好等的优势能够有效的应用于地质地形条件复杂的地区.目前对于航空瞬变电磁法的研究主要基于平坦地形的理想情况,对于地形效应的研究相对较少,然而实际应用中地形不可避免,若忽略地形影响将对资料解释造成较大的误差,从而制约航空电磁方法的进一步发展.本文基于交错网格的时域有限差分方法对三维起伏地形条件下航空瞬变电磁进行正演模拟,在保证算法准确性的前提下给出大量模型算例.以经典地形模型为例,利用所给方法计算三维正演响应,结果显示起伏对于航空瞬变电磁数据有着显著的影响且影响主要集中在早期.而后,以实际地质资料为基础,构建起伏地形条件下包含多个异常体的三维复杂模型,计算了复杂模型的航空瞬变电磁响应,并给出三维全域视电阻率曲线,从而对地形效应的影响有了更加直观的认知.最后,通过大量模型讨论了地形的尺寸参数、电性参数、飞行轨迹与飞行高度等因素变化对于航空瞬变电磁数据的影响情况,并得出有价值的结论.

     

起伏地表频域/时域航空电磁系统三维正演模拟研究

由于航空电磁系统具有工作频率低、时间延迟短等特点,地形对航空电磁响应有很大影响,忽略地形影响会给航空电磁数据解释造成很大误差.本文将基于非结构化网格的矢量有限元法应用于模拟起伏地表条件下频域/时域(FD/TD)三维航空电磁系统响应.该方法由于采用非结构网格,与传统的结构化网格电磁正演算法相比,能更好地拟合地形和地下不规则异常体,提高对不规则地形和地下介质航空电磁响应的计算精度.通过将计算结果与半空间模型的半解析解及已发表的结果进行对比,检验了本文算法的精度.通过对典型山峰和山谷地形航空电磁响应分析对比,总结了地形对航空电磁响应的影响特征.研究结果对航空电磁地形效应的识别和校正具有指导意义.     

Jet instability and the stabilizing effect of topography on jets in two-layer rotating systems

Abstract

Laboratory experiments concerning azimuthal jets in two-layer rotating systems in the absence and presence of bottom topography aligned along the jets have been conducted. The jets were forced by the selective withdrawal of fluid from the upper layer of a two-fluid system contained in a circular dishpan geometry. The principal parameters measured in the experiments were the jet Rossby number, Ro, and a stratification parameter F = r ₁/(λ₁λ₂)^1/2 where r ₁ is the radius of the circular disc used for the selective withdrawal (i.e., r ₁ is the approximate radius of curvature of the jet) and λ₁,λ₂ are the internal Rossby radii of deformation in the upper and lower fluids, respectively.

The no-topography experiments show that for a sufficiently small F, the particular value depending on Ro, the jet is stable for the duration of the experiment. For sufficiently large F, again as a function of Ro, the jet becomes unstable, exhibiting horizontal wave disturbances from modes three to seven. An Ro against F flow regime diagram is presented.

Experiments are then conducted in the presence of a bottom topography having constant cross-section and extending around a mid-radius of the dishpan. The axis of the topography is in the vicinity of the jet axis forced in the no-topography experiments and the crest of the topography is in the vicinity of the interface between the two fluids (i.e., the front associated with the jet). The experiments show that in all cases investigated the jet tends to be stabilized by the bottom topography. Experiments with the topography in place, but with the interface between the fluids being above the topography crest, are shown to be unstable but more irregular than their no-topography counterparts.

Various quantitative measurements of the jet are presented. It is shown, for example, that the jet Rossby number defined in terms of the fluid withdrawal rate from the tank. Q, can be well correlated with a dimensionless vorticity gradient, V_G , across the upper layer jet. This allows for an assessment of the stability characteristics of a jet based on a knowledge of V_G (which can be estimated given a jet profile) and F.