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1.
道路验收工作中,厚度、压实度等工程参数常常是验收工作中的重要指标,基于探地雷达的道路工程质量检测技术在土地整治项目区的道路验收中可以达到无损、快速和准确。研究采用pulse EKKO PRO 1000型探地雷达,使用剖面法对道路工程混凝土路面进行雷达探测,结合现场钻孔取心进行电磁波速度修正,经过校正、增益、背景去噪、反褶积等多项预处理,有效抑制噪声,提高分辨力,最后根据相应的电磁波传播速度值完成厚度分析工作,获得不同设计标准的道路工程面层与基层的厚度结构与路面的均匀度情况。结果表明,探地雷达对道路厚度结构探测最大相对误差不超过1.43%,标准差介于0.08~0.66之间,可见其准确度超越了传统方法,精度可靠;经处理后雷达图像清晰,可同步了解道路面层与基层的介质均匀度情况,其中面层厚度起伏不大,个别路段基层压实不充分,厚度不均。符合设计标准与验收要求,为土地整治道路工程的验收与质量评价工作提供有效的帮助。  相似文献   

2.
为了从多层介质的探地雷达回波数据中提取薄层的位置和厚度信息,推导和验证了在频率域内实现的谱反演算法。该算法给出了各反射面的广义反射系数,并建立了用于联系反射系数序列频谱和薄层参数的代价函数并进行反演。仿真结果表明,对于厚度小于调谐厚度的薄层,该算法也可以进行准确反演,从而提高了对于薄层的分辨能力。  相似文献   

3.
分析了使用超宽带信号进行穿墙目标探测的基本原理。针对电磁波在不同介质中传播速率不同以及墙体折射造成的雷达回波信号时延出现误差的问题,提出了时延估计的搜索算法并以此建立了接收和处理目标回波的系统模型。通过估计房间内不同位置的时延信息来建立时延信号矩阵,并根据宽带信号相关处理技术,完成对墙体后多个目标的探测。仿真实验表明,该方法简单有效。  相似文献   

4.
常规频散曲线反演过程中需要不停地改变分层数、层厚度和层速度等参数,实现过程相对繁琐,而采用细化分层法对反演参数进行简化则避免了上述缺点。具体思路为:根据目的层探测深度(如20m)将地下介质分为若干个(20个)厚度为1m的薄层和1个均匀半空间层(共21层),这样在反演中分层数和层厚度均为已知参量,反演过程只需修改速度参数即可,避免了改变分层数和层厚度等参数,显著简化了反演计算过程。正演计算和反演结果均表明:细化分层与实际分层计算出的频散曲线是等效的,细化分层反演结果的总体效果与真实模型非常接近,这说明细化分层方法用于频散曲线反演是切实可行且有效的;将地下介质划分为1m厚的薄层,反演后每层均可得到1个横波速度,能满足反演分辨率的要求;由于实际地下介质的速度是随深度渐变的,细化分层后比按频散曲线拐点分层(每分层的厚度可能是几米或几十米,同一分层内介质的横波速度相等)更接近实际情况。  相似文献   

5.
根据超级单体在反射率因子图中的强度信息、水平尺度、典型的钩状回波等特征,利用图像处理技术对多普勒天气雷达回波图中超级单体进行识别,从而更好地为天气预报服务.首先通过图像分割获取灰度图中超级单体的结构,然后结合轮廓跟踪法和贴标签的方法对目标进行区域分割,获取目标存在区域,最后基于不变矩具有对位移、尺度和旋转变换的不变性对目标进行识别.仿真结果表明该方案可行且具有良好的识别性能.  相似文献   

6.
针对地基干涉雷达露天矿矿区边坡地面灾害监测中影响因素众多且关系复杂的特点,将GA-BP算法应用于GB-SAR形变监测效能分析中。将GB-SAR扫描坡度、扫描坡向以及雷达回波强度3个因子作为神经网络的输入,边坡监测区域实测获取的单位面积上具有形变信息的点个数作为输出,并利用皮尔逊相关系数法分析各影响因素同监测效能的相关性质和相关程度。结果表明,该算法适用于地基干涉雷达的监测效能分析,且具有一定的有效性和优越性。  相似文献   

7.
林下植被遥感反演研究进展   总被引:2,自引:0,他引:2  
林下植被在森林生态系统碳、水和营养元素的累积和循环方面有着重要作用与科学意义。多角度、高光谱和激光雷达遥感系统凭借对森林分层结构的敏感性,成为量化林下植被的重要手段。本文综述了森林林下植被的遥感反演研究进展:首先讨论了林下植被的定义,其次对当前林下植被的遥感反演现状作了深入分析,总结了多角度、高光谱和激光雷达遥感观测的森林背景的反射率、林下植被的叶面积指数、高度和覆盖度的遥感反演原理和方法。基于不同卫星观测角度下森林冠层和森林背景对总反射的贡献差异,林下反射率可通过多个角度的观测数据进行反演。此外,借助激光雷达穿透冠层直接观测林下植被的优势,总结了激光点云数据和回波波形信息反演林下植被的覆盖度和高度的方法,以及今后使用遥感技术反演的难点和获取林下植被信息的主要发展方向。  相似文献   

8.
土壤-表层岩溶带厚度是喀斯特地球关键带的关键指标,明确其空间异质性特征对于理解地球关键带结构演化机理以及评估水源涵养功能具有重要意义。在广西环江木连小流域1.4 km2范围内,通过高密度电法(ERT)探测45条样线,共获取1 731个样点的土壤-表层岩溶带厚度及环境因子数据资料,研究了土壤和表层岩溶带厚度的空间分布格局及其影响因素。结果表明,土壤和表层岩溶带厚度平均值分别为1.15 m和6.44 m,且分别呈现强变异程度和中等变异程度。地统计分析结果表明球状模型和指数模型分别可以反映土壤和表层岩溶带的空间结构特征。土壤厚度呈现中等空间自相关性,变程长,空间连续性好;而表层岩溶带呈现强烈的空间自相关性,变程短,空间依赖性强。土壤厚度受到环境因子(地形湿度指数、垂直曲率、曲率、坡向、坡度、高程、覆盖度、出露基岩率和植被归一化指数)的多重影响,而表层岩溶带厚度受部分环境因子影响的同时,与土壤厚度和植被类型的相关性更高。研究结果有助于喀斯特区土壤-表层岩溶带演化机理认识,并为土壤-表层岩溶带厚度的空间预测提供科学依据。  相似文献   

9.
利用全球地壳模型CRUST1.0提供的地壳密度、厚度等分层信息,计算青藏高原东南部地壳各分层引起的重力异常,并累加获取总体布格重力异常,最后与利用全球重力场模型EGM2008获得的布格重力异常进行对比。结果表明,两种模型在大部分区域基本一致,布格重力异常变化在-600~20mGal之间,少数地区存在较大的差距,说明CRUST1.0模型的精度还有待提高。  相似文献   

10.
泰安市岩溶塌陷点主要集中在城区水源地与旧县水源地,对当地居民生产生活造成严重影响,急需查明已知塌陷点范围及隐伏溶洞位置,进行针对性治理。本文通过应用地质雷达、高密度电法与浅层地震,对已知土洞、隐伏溶洞及已知塌陷点进行探测,对东羊娄村与羊西村探测异常进行钻探验证,结果吻合较好。经分析研究认为:地质雷达能较好地分辨浅部土洞的位置;浅层地震探测深度较大,可以较准确地分辨覆盖层厚度与隐伏溶洞的空间位置,但对浅层土洞的分辨率较低;浅层土洞与隐伏溶洞在高密度电法电阻率断面图上有明显的反映,其分辨率不如地质雷达与浅层地震。根据不同物探方法的优点,结合研究区地质情况,提出了综合物探方法探测隐伏岩溶的最优化方案,以供参考。  相似文献   

11.
Shallow fissures, being the main infiltration paths of fluid on the surface of a slope, played an important role in the whole process of a landslide. However, the spatial distribution characteristics of fissures in the slope are difficult to be determined. In this study, we attempted to characterize the variation pattern of slope fissures along depth in the Wenchuan earthquake area in Sichuan Province by combining engineering geological investigation, geomorphologic analysis and geophysical investigation. The geophysical methods that were used in this study include Multichannel Analysis of Surface Wave (MASW), Ground Penetrating Radar (GPR) and Electrical Resistivity Tomography (ERT). The results suggested that geophysical parameters (shear wave velocity, electromagnetic signals attenuation and resistivity) could provide valuable information for the spatial network of shallow fissures. Through the verification by engineering geological survey and geophysical sensitivity analysis, this work highlighted that MASW was the most appropriate technique to delineate the propagation of shallow fissures in a gravel soil slope.  相似文献   

12.
近年来,探地雷达被越来越多地应用于考古探查中。由于反演多解性问题的存在,雷达图像上的异常既可能是考古目标引起的,也可能是由于地下环境介质的不连续性引起的,所以探究不同类型的考古遗存在探地雷达图像上的典型异常响应,有助于准确识别雷达图像上的“真”异常,剔除一些“假”异常。首先,本文基于西北干旱-半干旱区文物埋藏环境,在河北省怀来县遥感综合试验站试验区设计实施了地下目标体探地雷达探测实验,分析了不同材质的小尺度目标体及夯土结构在探地雷达图像上的响应特征;然后,进一步将探地雷达应用于悬泉置遗址地下城墙基址的探测,对城墙在雷达图像上的响应特征进行了分析。实践表明,探地雷达技术在埋藏浅、小尺度、物性差异不大的考古探查中具有很好的效果,得到并解释了点状、线状、面状等不同考古目标体在探地雷达图像上的响应规律。  相似文献   

13.
Soil structure plays an important role in understanding soil attributes as well as hydrological processes. Effective method to obtain high quality soil map is therefore important for both soil science research and soil work ability improvement. However, traditional method such as digging soil pits is destructive and time-consuming. In this study, the structure of headwater hillslopes from Hemuqiao catchment (Taihu Basin, China) have been analyzed both by indirect (ground penetrating radar, GPR) and direct (excavation or soil auger) methods. Four transects at different locations of hillslopes in the catchment were selected for GPR survey. Three of them (#1, #2, and #3) were excavated to obtain full-scale soil information for interpreting radar images. We found that the most distinct boundary that can be detected by GPR is the boundary between soil and underlain bedrock. In some cases (e.g., 8–17m in transect #2), in which the in situ soil was scarcely affected by colluvial process, different soil layers can be identified. This identification process utilized the sensitive of GPR to capture abrupt changes of soil characteristics in layer boundaries, e.g., surface organic layer (layer #1) and bamboo roots layer (layer #2, contain stone fragments), illuvial deposits layer (layer #3) and regolith layer (layer #4). However, in areas where stone fragments were irregularly distributed in the soil profile (highly affected by colluvial and/or fluvial process), it was possible to distinguish which part contains more stone fragments in soil profile on the basis of reflection density (transect #3). Transect #4 (unexcavated) was used to justify the GPR method for soil survey based on experiences from former transects. After that, O horizon thickness was compared by a hand auger. This work has demonstrated that GPR images can be of a potential data source for hydrological predictions.  相似文献   

14.
The authors use the common offset ground penetrating radar(GPR) data inversion based on ray theory to estimate interval velocity and to obtain the relative permittivity. In the ray-tracing based inversion, the input data are the offset distance between antennas, the velocity of the first layer, the pick-up amplitude and re-ference amplitude of each reflection layer. The thickness and velocity of each layer are calculated by this recursive method. Firstly, the horizontal homogeneous layered medium model is established, and the ideal inversion results are obtained. Subsequently, Monte Carlo method is used to establish a randomly undulating homogeneous layered medium model. The common offset GPR data for the built geological model is then simulated by finite-difference time-domain(FDTD). It proved that this ray-tracing based inversion method is feasible for the horizontal layered geological model, even the layered geological model with random undulation. Undulation, represented by RMS height and CL(correlation length), influences the inversion results. Finally, a more complex geological model--pinch-out model was established. In the pinch-out model, the pinch-out interface can be clearly identified, though there is a false anomaly, which will not significantly affect the identification of the underground medium structure.  相似文献   

15.
利用已知钻探、原位测试、土工试验的资料,构建地震波速度与地基土物理指标的关系,并以此作为已知输入,在同一地震排列中分别拾取瑞雷波、纵波速度。以地震波速度划分为速度层,根据已知输入确定地基土的密实度、均匀性、承载力等物理力学指标。  相似文献   

16.
To revise P-wave velocity and thickness of the hydrate layer in the Shenhu area of the South China Sea, acoustic and resistivity logging curves are reanalyzed. The waterlogging phenomenon is found in the shallow sediments of five drilling wells, which causes P-wave velocity to approximate the propagation velocity of sea water(about 1500 m s-1). This also affects the identification of the hydrate layer and results in the underestimate of its thickness. In addition, because there could be about a 5 m thick velocity ramp above or below the hydrate layer as interpreted by acoustic and resistivity logging curves, the recalibrated thickness of this layer is less than the original estimated thickness. The recalibrated P-wave velocity of the hydrate layer is also higher than the original estimated velocity. For the drilling well with a relatively thin hydrate layer, the velocity ramp plays a more important role in identifying and determining the thickness of the layer.  相似文献   

17.
Grid method is employed for sampling covering soil at the test field, which is reclamation area filled bycoal mining wastes for cropland in the Fushun coal mine, Liaoning Province, the Northeast China. The soil samples aretaken at different locations, including three kinds of covering soil, three different depths of soil layers and four differentcovering ages of covering soil. The spatial-temporal variation of heavy metal element content in reclamation soil is studied. The results indicate that the content of heavy metal elements is decreasing year after year; the determinant reasonwhy the content of heavy metal elements at 60cm depth layer is higher than that at 30em depth layer and surface is fertilizer and manure apphcation; the metal elements mainly come from external environment; there is no metal pollution comingfrom mother material (coal mining wastes) in plough layer of covering soil.  相似文献   

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