场地区域类别划分方法的应用分析

基于场地成因的场地分类方法主要是依靠大量的地质资料,建立地质条件和成因的场地分类矩阵[1],通过GIS完成场地类别划分。以遵义市为例,收集了比例尺为1:50万的地质图资料,借助Arcgis建立了遵义市地质数据库,结合地层年代和岩石坚硬程度等地质因素,完成了遵义场地类别划分,并根据实测钻孔对场地分类结果进行验证,分类结果大致正确。基于地形坡度的场地类别划分方法是利用DEM数据进行坡度分析,借助V_S30建立坡度与场地类别之间的关系,从而进行场地类别划分。获取了30 m精度的DEM数字高程数据,对其进行坡度分析,并建立了坡度与场地分类之间的关系,完成了美国标准下的遵义场地区域类别划分,并根据实测钻孔对场地分类进行验证,分类结果大致正确。     

联合钻孔资料及地形数据估算宝鸡地区vS30

将地形数据经过坡度计算,利用坡度与v_S30相关关系,计算宝鸡地区场地近似v_S30。为了得到接近实际的波速分布,借助宝鸡地区钻孔资料,研究选定区域内v_S30近似值与实测结果的差异,并对差异的空间变化趋势进行分析,在此基础上,对模型估算的v_S30进行修正,进而得到接近实际的v_S30分布,并给出基于NEHRP的宝鸡地区场地分类。     

使用高分辨率的地形数据作为地震场地条件替代指标的研究

近年来,从美国航天飞机雷达地形测绘使命（SRTM）30弧秒（arcsec）的数字高程模型（DEM）中提出一种估计全球地震场地条件或者地下30m的平均剪切波速（Vs30）的新方法。在缺少基于地质和岩土的场地条件分布图的地区,使用该方法的前提是通过Vs30的测量值和地形坡度的相关性,可以把地形坡度作为一个可靠估计Vs30的替代指标。在这里,我们来检验使用高分辨率（3弧秒和9弧秒）的数字高程模型数据是否能够解析出比使用低分辨率航天飞机雷达地形测绘数据更详细的Vs30数据。在全球范围内,并不能全部获得比30弧秒更高分辨率的数字高程模型数据。然而,在存在这些数据的许多地区,这些数据被用来解译地形坡度的精尺度变化,并最终解译Vs30。我们使用美国地质调查局地球资源观测和科学（EROS）数据中心的国家高程数据集（NED）,在美国几个地区研究使用高分辨率的数字高程模型数据来估计VS30,这些地区包括加利福尼亚州的旧金山湾地区、洛杉矶、加利福尼亚州及密苏里州圣路易斯市。我们将这些结果与全球范围内都能获取的台湾台北市使用9弧秒航天飞机雷达地形测绘数据的例子作比较。使用较高分辨率的美国国家高程数据集重新得到更精细尺度的地形坡度变化,这可更好地与地质和地貌特征相关联,特别是在丘陵—盆地之间的过渡带,确保使用30弧秒的航天飞机雷达地形测绘数据是可行的。然而,统计分析表明,与低分辨率地形所得到的Vs30测量值相比,测量值很少或者没有得到改善提高。这表明一些地形平滑处理可能会提供更稳定的Vs30估计。此外我们发现,在精度高于30弧秒的航天飞机雷达地形测绘数据有遮盖的地区高程变化范围过大,不能解译出可靠的坡度,特别是在较低坡度的沉积盆地．     

四川省区域性场地分类的初步研究

本文讨论两种代表性的区域性场地分类方法(地形坡度法和地表地质法)在四川省应用。地形坡度法是直接利用地形数据估计区域性场地类别的方法。本文采用Wald提出的地形坡度和Vs(30),地表至地下30 m的平均剪切波速的相关关系,利用SRTM30 DEM数字地形高程模型计算地形坡度,推导获得了四川省范围的Vs(30)分布;最后根据美国NEHRP规范的场地分类方法,划分四川省场地类别。另外一种方法是地表地质法,采用Wills提出的地质单元与Vs(30)之间的相关关系,以四川省1∶50万地质图地质单元推测估计全省范围的Vs(30)分布,从而获得场地类别分类图。对两种方法在四川省内应用的结果,并结合特征区域场地条件调查结果进行对比分析。结果表明,(1)依据上述两种区域性的场地分类方法获得的四川省场地分类结果宏观分布大体一致、相互印证,说明两种方法应用在四川大体可行;(2)直接引用其他地区已有的关系成果估计四川省的场地分类将导致一定误差,需要四川省的实测数据对其修正后应用。     

日本熊本地区高频衰减参数κ与Vs30统计研究

地震工程学中高频衰减参数κ是一个重要的参数。距离为0 km处的参数κ₀在地震动模拟中最常用,其主要控制傅里叶谱在高频部分的衰减特征。计算了日本熊本地区矩震级M_w为5.0~7.1级且震中距小于250 km的81个台站水平方向的κ和V_s30（距离地表30 m深度的平均剪切波速）。在不同矩震级和不同场地距离下,用线性拟合和二次拟合统计了κ与V_s30的关系,并与全球平均水平进行了比较。结果表明:κ与V_s30呈很强的负相关性,相关性随矩震级的增大而增大,且熊本地区的κ要高于全球平均水平。矩震级较小时,二次拟合的效果好于线性拟合,建议用二次拟合的经验关系式进行κ或V_s30的估计。近场情况下,κ总体要小于远场,线性拟合与二次拟合的效果差异不大。对C类场地,拟合的κ与全球平均水平较接近。对B类场地,拟合的κ高于全球平均水平。远场情况下,二次拟合的效果好于线性拟合,但对B类和C类场地,κ均小于全球平均水平。本文的研究结果既能在随机模拟方法中结合场地的地壳放大使用来达到提高模拟精度的目的,又能为只有钻孔信息的地区提供κ的估计。     

起伏地形下天文辐射分布式估算模型

基于数字高程模型（DEM）,建立了起伏地形下天文辐射分布式估算模型.模型全面考虑了地形因子对天文辐射的影响,只需DEM数据作为输入项,适用于遥感图像处理、地理信息系统等数据处理平台.以1km×1km分辨率的DEM数据作为地形的综合反映,计算了我国全年各月天文辐射的空间分布.结果表明：我国年天文辐射总量有明显的纬向分布特点,随着纬度的降低,年天文辐射总量由北向南增加;由于受坡向、坡度和地形遮蔽因子影响,山区天文辐射表现出非地带性分布特征.本文所提供的我国天文辐射数据产品,可作为基础地理数据供相关研究应用.     

三维复杂山谷地形SV波垂直输入地震反应分析

本文基于显式有限元法研究了地震波垂直入射时三维复杂山谷地形对地震地面运动的影响,在数值分析中应用了三维化二维的解法和黏弹性人工边界的处理方法,实现了地震波垂直输入下三维复杂场地地震动数值模拟,并验证了该方法的合理性.以四川桃坪地区一山谷地形作为研究对象,基于地表高程数据分别建立了二维和三维场地模型,对比研究表明：在复杂地形情况下考虑二、三维模型时具有明显差异,三维模型能更真实地反映地形变化对地震动的影响,复杂地形条件下有必要考虑三维实际场地模型.本文对边界自由场的处理方法也可用于处理三维复杂场地地震动斜入射问题,为三维复杂地形场地地震效应研究提供参考.

     

基于地形坡度的场地分类方法在杭州市临安城区中硬、坚硬场地中的应用

选用浙江省杭州市临安城区作为试点区域,基于地形坡度、利用GIS平台对大区域尺度的工程场地分类方法在中小区域的中硬、坚硬场地分类工作中的应用展开研究.通过拟合前人研究数据初步给出地形坡度正切值与中国场地类型的对应关系,并利用收集的研究区域内勘察钻孔数据来验证该应用的可靠性.结果表明,基于地形坡度的场地划分方法在中小区域的...     

南海东北部洋陆过渡区域地震折射波衰减特征

地震波衰减研究是了解岩石圈构造特征的有效方法.本文基于OBS2016-2测线的海底地震仪(OBS)数据, 首次对南海东北部洋陆过渡区域地震波衰减特征进行研究, 通过正演模拟获得该区域二维纵波衰减(Q_P)结构.结果表明, 下陆坡的上地壳存在一个宽约40 km, 厚度约为4~5 km的高衰减区, 其特征为低纵波和横波速度(V_P为5.5~6.3 km·s^-1和V_S为3.1~3.6 km·s^-1)以及较低的波速比(V_P/V_S为1.72~1.80), 对应较低的Q_P(280~410), 推测与断裂发育有关, 且受到火山活动的影响.洋陆过渡及洋壳区域的上地壳高衰减区具有低Q_P(300~400)和高V_P/V_S(1.90~1.96)特征, 可能对应较多的断裂发育及流体运移.洋陆过渡区域下地壳高速异常体表现为相对低的Q_P(550~600), 对应较高的V_P(7.0~7.8 km·s^-1)和V_S(3.5~3.8 km·s^-1)以及较高的V_P/V_S(1.85~1.96), 推测与蛇纹石化作用有关.蛇纹石化可能进一步增加岩石的孔隙度并导致更多的流体运移, 使得洋陆过渡及洋壳区域存在较高的地震波衰减.Q_P结构有助于我们分析南海大陆边缘的地震波衰减特征, 结合V_P、V_S以及V_P/V_S, 可以更好地了解该区域地质结构和岩石属性, 对进一步挖掘OBS数据信息有重要参考价值.

     

基于CryoSat-2测高数据的全南极冰盖DEM的建立与精度评估

数字高程模型（DEM）是南极冰盖变化研究的基础,由于现场实测数据的稀缺,卫星测高数据是南极地区构建DEM的主要数据来源.CryoSat-2是新一代用于极地冰盖、海冰监测的测高卫星,本文利用2012-12—2015-01两个完整周期的CryoSat-2测高数据建立一个新的南极冰盖DEM.坡度是影响卫星测高精度的重要因素之一,利用改进的重定位方法对CryoSat-2数据进行坡度改正.插值方法是影响DEM精度的重要因素,通过对几种常用插值方法的比较,最后选用克里金插值方法对测高数据进行插值,建立了1 km分辨率的南极DEM.在88°S以南的CryoSat-2数据空白区,利用南极数字数据库（ADD）的等高线数据对DEM进行填补,建立了全南极冰盖DEM.利用ICESat卫星测高数据、IceBridge航空测高数据以及GPS地面实测数据对新建立的CryoSat-2 DEM进行精度验证,并与Bamber 1 km DEM、ICESat DEM、RAMPv2 DEM以及JLB97 DEM等四种国际上常用的南极DEM进行比较.结果表明：新建立的CryoSat-2 DEM的整体精度约为0.730±8.398 m;在冰穹顶部区域,DEM精度优于1 m;在冰架上,DEM精度约为4 m;在内陆冰盖大部分地区,DEM精度优于10 m;在地形复杂的山区和沿海边缘地区,DEM误差超过150 m.

     

APPLICATION OF TOPOGRAPHIC SLOPE AND ELEVATION VARIATION COEFFICIENT IN IDENTIFYING THE MOTUO ACTIVE FAULT ZONE

The eastern Himalaya syntaxis is located at the southeastern end of the Qinghai-Tibet Plateau and is the area where the Eurasian plate collides and converges with the Indian plate. The Namjabawa is the highest peak in the eastern section of the Himalayas, and the Yarlung Zangbo River gorge is around the Namjabawa Peak. The NE-striking Aniqiao Fault with right-lateral strike-slip is the eastern boundary fault of the Namjabawa syntaxis. Motuo Fault is in the east of and parallel to the Aniqiao Fault, distributing along the valley of the Yarlung Zangbo River. The section of Yarlung Zangbo River valley at the eastern side of the Namjabawa area is located in the southern foothills of the Himalayas and belongs to the subtropical humid climate zone with dense tropical rainforest vegetation. Dense vegetation, large terrain elevation difference, strong endogenetic and exogenic forces, and abundant valley deposition bring enormous difficulty to the research on active faults in this area. Since 1990s, surface morphology can be quantitatively expressed by digital elevation models as the rapid development of remote sensing technology. Geomorphic types and their characteristics can be quantified by geomorphological parameters which are extracted from DEM data, describing geomorphologic evolution and tectonic activity. But to date, researches based on quantitative geomorphic parameters are mainly focus on the differential uplift of regional blocks. In the study and mapping of active faults, surface traces of active faults are acquired by visual interpretation of remote sensing images. It has not been reported to identify the location of active faults via the change of quantitative geomorphic parameters. The distribution map of topographic elevation variation coefficient is suitable to reflect the regional erosion cutting and topographic relief, and the places with higher topographic elevation variation coefficient are more strongly eroded. In this paper, we attempt to identify the active faults and explore their distribution in the Yarlung Zangbo Gorge in the east of the Namjabawa Peak based on the application of two quantitative geomorphic parameters, namely, the topographic slope and the elevation variation coefficient. Using the DEM data of 30m resolution, two quantitative geomorphic parameters of topographic slope and elevation variation coefficient in Namjabawa and its surrounding areas were obtained on the ArcGIS software platform. On the topographic slope distribution map, the slope of the eastern and western banks of the Yarlung Zangbo River near Motuo is steep with a slope angle of more than 30°. Under the background of steep terrain, there are gentle slope belts of 5°~25° distributing intermittently and NE-striking. On the distribution map of topographic elevation variation coefficient, the elevation variation coefficient of the Yarlung Zangbo River near Motuo is greater than 0.9. On the background of the high topographic fluctuation area, it develops gently topographic undulating belts with elevation variation coefficient of 0.2~0.9. The belts are intermittently distributed and northeastern trending. Through the field geological and geomorphological investigation and trench excavation, it is found that the abnormal strips of the above-mentioned geomorphological parameters are the locations where the active faults pass. The above results show that the quantitative analysis of the topographic slope and the coefficient of variation of elevation can help us find active faults in areas with large terrain slope, serious vegetation coverage and high denudation intensity.     

Flow time estimation with spatially variable hillslope velocity in ungauged basins

The automated spatial estimation of the hillslope runoff dynamics is used as a valuable tool for the estimation of the travel time distribution (flow time), a major factor for the hydrologic prediction in ungauged basins. In fact, while the flow time function is usually obtained by rescaling the flow paths with constant channel and hillslope velocities, in this work a spatially distributed kinematic component, as a function of terrain features and in particular slope and land use, is implemented and its influence on the hydrologic response is tested by means of the Width Function Instantaneous Unit Hydrograph (WFIUH) framework. Hillslope surface flow velocities are evaluated by applying different uniform flow formulas within an automated DEM-based (terrain analysis) algorithm. A comparison test of the performances of the Manning, Darcy, Maidment and Soil Conservation Service uniform flow equations is performed for several case studies in Italy pertaining to different climatic and geomorphic conditions. Results provide new insights for a better understanding of the flow time function also introducing a more parsimonious and physically-based calibration scheme of the WFIUH.     

流域水系自动提取的方法和应用

讨论由栅格数字高程模型(DEM)自动提取流域水系的原理和方法,并以西苕溪中上游流域为研究区进行了河网生成实验. 研究表明:在山地丘陵区和平均地形坡度不小于3°的区域,所生成河网具有很高的可靠性. 为了解决在平均地形坡度小于3°的平坦区域河网生成中产生的虚拟河网与自然水系偏差较大的问题,提出了利用主干河道和平原水系数字化作为约束条件的生成河网的方法,取得了与实际情况比较接近的结果,从而使水文要素的模拟更具有实际意义.     

Effects of terrain smoothing on topographic shielding correction factors for cosmogenic nuclide‐derived estimates of basin‐averaged denudation rates

Estimation of spatially averaged denudation rates from cosmogenic nuclide concentrations in sediments depends on the surface production rates, the scaling methods of cosmic ray intensities, and the correction algorithms for skyline, snow and vegetation shielding used to calculate terrestrial cosmogenic nuclide production. While the calculation of surface nuclide production and application of latitude, altitude and palaeointensity scaling algorithms are subjects of active research, the importance of additional correction for shielding by topographic obstructions, snow and vegetation is the subject of ongoing debate. The derivation of an additional correction factor for skyline shielding for large areas is still problematic. One important issue that has yet to be addressed is the effect of the accuracy and resolution of terrain representation by a digital elevation model (DEM) on topographic shielding correction factors. Topographic metrics scale with the resolution of the elevation data, and terrain smoothing has a potentially large effect on the correction of terrestrial cosmogenic nuclide production rates for skyline shielding. For rough, high‐relief landscapes, the effect of terrain smoothing can easily exceed analytical errors, and should be taken into account. Here we demonstrate the effect of terrain smoothing on topographic shielding correction factors for various topographic settings, and introduce an empirical model for the estimation of topographic shielding factors based on landscape metrics. Copyright © 2008 John Wiley and Sons, Ltd.     

Estimation of near surface soil moisture in a sloping terrain of a Himalayan watershed using ENVISAT ASAR multi‐incidence angle alternate polarisation data

Soil moisture is one of the important input variables in hydrological and water erosion models. The extraction of information on near surface soil moisture from synthetic aperture radar (SAR) is well established mostly for flat terrain and using low incidence angle single polarisation data. The ENVISAT advanced SAR (ASAR) data available in multiple incidence angles and alternate polarisation modes were investigated in this study for soil moisture estimation in sloping terrain. The test site was Sitla Rao watershed in the Lesser Himalayas of northern India. Empirical models were developed to estimate near surface soil moisture in bare agricultural fields using alternate polarisation ASAR data. Both soil moisture and surface roughness field measurements were performed during the satellite passes. Backscatter from medium incidence angle (IS‐4) and vertical‐vertical (VV) polarisation signal is correlated better with volumetric soil moisture content compared to other incidence angles. The model parameters were further improved, and soil moisture estimation was refined by combining medium incidence angle (IS4) vertical‐horizontal polarisation response as another variable along with VV polarisation response. The effect of slope on the radar backscatter was minimized by incorporating local incidence angles derived from an ASTER DEM. Copyright © 2012 John Wiley & Sons, Ltd.     

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.

     

RESTORATION OF THE ORIGINAL TOPOGRAPHY OF THE XIAONANHAI LANDSLIDE IN CHONGQING AND CALCULATION OF ITS VOLUME

As documented in history, an M6¼ earthquake occurred between Qianjiang, Chongqing and Xianfeng, Hubei(also named the Daluba event)in 1856. This earthquake caused serious geological hazards, including a lot of landslides at Xiaonanhai, Wangdahai, Zhangshangjie and other places. Among them, the Xiaonanhai landslide is a gigantic one, which buried a village and blocked the river, creating a quake lake that has been preserved to this day. As the Xiaonanhai landslide is a historical earthquake-induced landslide, it is impossible to obtain the remote sensing image and DEM data before the earthquake, which brings certain difficulties to the estimation of landslide volume and the establishment of numerical simulation model. In this paper, the original topography before the earthquake is inferred by the methods of geomorphic analogy in adjacent areas and numerical simulation, and the volume of the Xiaonanhai landslide body is calculated. Firstly, the principle and application of UAV aerial photography are introduced. We employed an unmanned airplane to take pictures of the Xiaonanhai landslide and adjacent areas, yielding high-precision DOM images(digital orthophoto graph)and DEM data which permit generating terrain contours with a 25m interval. We also used the method of intensive manual depth measurement in waters to obtain the DEM data of bottom topography of Xiaonanhai quake lake. Based on field investigations, and combining terrain contours and DOM images, we described the sizes and forms of each slump mass in detail. Secondly, considering that the internal and external dynamic geological processes of shaping landforms in the same place are basically the same, the landforms such as ridges and valleys are also basically similar. Therefore, combining with the surrounding topography and landform of the Xiaonanhai area, we used MATLAB software to reconstruct two possible original landform models before the landslide. The original topography presented by model A is a relatively gentle slope, with a slope of 40°~50°, and the original topography presented by model B is a very high and steep slope, with a slope of 70°~80°. Thirdly, Geostudio software is used to conduct numerical simulation analysis on the slope stability. The safety factor of slope stability and the scale of landslide are analyzed under the conditions of static stability, seismic dynamic response and seismic dynamic response considering topographic amplification effect. The results show that large landslide is more likely to occur in model B, which is more consistent with the reality. In order to verify the credibility of recovered DEM data of valley bottom topography, we visited the government of Qianjiang District, collected the drilling data of 11 boreholes in two survey lines of Xiaonanhai weir dam. It is verified that the recovered valley bottom elevation is basically consistent with that revealed by the borehole data. Finally, according to the two kinds of topographic data before and after the landslide, the volume of the landslide is calculated by using the filling and excavation analysis function of ArcGIS software. There is a gap between the calculation results of filling and excavation, the filling data is 3×10⁶m³ larger than the excavation data. The reasons are mainly as follows: 1)Due to the disorderly accumulation of collapse blocks, the porosity of the accumulation body became larger, causing the volume of the fill to expand; 2)It has been more than 150a since the Xiaonanhai earthquake, and the landslide accumulation has been seriously reconstructed, therefore, there are some errors in the filling data; 3)The accumulation body in Xiaonanhai quake lake might be subject to erosion and siltation, this may affect the accuracy of the filling data. In conclusion, it is considered that the calculated results of the excavation are relatively reliable, with a volume of 4.3×10⁷m³.     

基于迭代融合的InSAR技术获取数字高程模型研究

数字高程模型是重要的地理空间数据,可以提供丰富的地形信息.为了获得时效性好、分辨率高的数字高程模型,本文以南京市为实验区域,利用德国宇航局TerraSAR-X卫星同一轨道上的两幅StripMap模式SAR影像对,主从影像时间间隔只有66天,空间分辨率为3 m.采用InSAR技术,通过迭代的方法来提高获取DEM的分辨率,并结合JAXA/EORC提供的AW3D30数字表面模型与迭代后的DEM进行融合来解决阴影等问题,最终获取了南京地区的高精度数字高程模型.将实验结果分别与90 m分辨率的SRTM、30 m分辨率的ASTER GDEM、30 m分辨率的AW3D30进行相互对比分析.结果表明,相比三种常用的DEM而言,本文获取的DEM能够更精确的获取地面的细节信息,特别是对于分布稀疏的大型单体建筑物,能够很好的恢复其三维信息,但是对于建筑物分布较为密集的区域,由于传感器视线受阻,不能观测建筑物的全貌,阴影分布较多,导致此类区域的DEM结果不理想,还需进一步深入研究,提高精度及可靠性.     

DATA COMPARATIVE ANALYSIS BETWEEN SFM DATA AND DGPS DATA: A CASE STUDY FROM FAULT SCARP IN THE EAST BANK OF HONGSHUIBA RIVER,NORTHERN MARGIN OF THE QILIAN SHAN

With the development of the techniques acquiring high-resolution digital terrain data,the digital terrain data acquisition technology has been widespread applied to the geoscience research.A revolutionary,low-cost and simply operative SfM (Structure from Motion) technology will make obtain high-resolution DEM data more convenient for researches on active tectonics.This paper summarizes the basic principles and workflows of SfM technology and processes and selects the Hongshuiba River area along the northern margin of the Qilian Shan to conduct data collection.We use a series of digital pictures to produce a texture with geographic information,in which data resolution is 6.73cm/pix and average density of point cloud is 220.667 point/m².The coverage area is 0.286km².Further,in order to compare the accuracy between SfM data and differential GPS (DGPS) data in details,SfM data are vertically shifted and tilt-corrected.After optimizing corrections of SfM data,the absolute value of elevation difference between two data substantially concentrates around 20cm,roughly equivalent to 2-folds of data error only after the elevation error correction.Elevation difference between two data is 10~15cm in 90% confidence interval.The maximum error is about 30cm,but accounts for less than 10%.Along the direction of fault trace,the height of fault scarp extracted from SfM data shows that vertical displacement of the latest tectonic activity in the east bank of Hongshuiba River is about 1m,and some minimum scarps height may be 0.3m.The results show SfM technology with high vertical accuracy can be able to replace differential GPS in high-precision topographic survey.After correcting of SfM data,elevation difference still exists,which may be associated with methods of generating DEM and SfM data accuracy,which in turn is controlled by the number and distribution of Ground Control Points (GCPs),photos density and camera shooting height,but also related to surface features,Fodongmiao-Hongyazi Fault     

坡地地形对地震动特性的影响分析

采用有限元有限差分方法,结合人工透射边界理论,研究局部坡地地形对地震动特性的影响,分析坡高、坡角对地形放大效应的影响。研究结果表明：坡地地形斜坡段各点反应谱谱比最大值沿坡高逐渐增大,坡脚点对地震动反应谱谱比呈缩小效应;坡底段各点反应谱谱比接近1;坡起平台段空间点受地形效应的影响较大;坡高和坡角对地形效应的影响较明显,当坡角不变时,不同坡高反应谱谱比曲线形状基本相同,峰值点对应的特征周期随着坡高的增加呈增长趋势,峰值点对应的反应谱谱比随着坡高的增加呈增大趋势,斜坡顶点阿里亚斯烈度比值在地形坡高超过一定数值后随着坡高的增加呈增大趋势;当坡高不变时,大部分频段内反应谱谱比最大值随着坡角的增加逐渐增大,斜坡顶点阿里亚斯烈度比值在坡角达到一定数值后随着坡角的增加呈增大趋势。