Morphodynamics of an Artificial Cobble Beach in Tianquan Bay,Xiamen, China

By tracking and monitoring the profile configuration, topography, and hydrodynamic factors of an artificial cobble beach in Tianquan Bay, Xiamen, China over three consecutive years after its completion, we analyzed the evolution of its profile configuration and plane morphology, and its storm response characteristics. The evolution of the profile configuration of the artificial cobble beach in Tianquan Bay can be divided into four stages. The beach was unstable during the initial stage after the beach nourishment the profile configuration changed obviously, and an upper concave composite cobble beach formed gradually, which was characterized by a steep upper part and a gentle lower part. In the second stage, the cobble beach approached dynamic equilibrium with minor changes in the profile configuration. At the third stage the beach was in a high-energy state under the influence of Typhoon Meranti, and the response of the artificial cobble beach differed significantly from that of the low-tide terrace sandy beach. Within a short time, there was net onshore transport of cobbles in the cross-shore direction. The beach face was eroded, the beach berm was accumulated, and the slope of the beach was steepened considerably. In the alongshore direction, there was notable transport of cobbles on the beach from east to west along the shore, and the total volume of the beach decreased by 4.5×103 m~3, which accounted for 50% of the total amount of beach volume lost within three years. The fourth stage was the restoration stage after the typhoon, characterized by a little gentler profile slope and the increase in width and the decrease in height of beach berm. Because of the action of waves and the wave-driven longshore current caused by the specific terrain and landform conditions along the coast(e.g., coastal headlands, near-shore artificial structures, and reefs), the coastline of the artificial cobble beach gradually evolved from being essentially parallel to the artificial coast upon completion to a slightly curved parabolic shape, and three distinct erosion hotspots were formed on the west side of the cape and the artificial drainpipe, and the reefs. Generally, the adoption of cobbles for beach nourishment on this macro-tidal coast beach with severe erosion has yielded excellent stability and adaptability.     

基于Sentinel-1和D-InSAR的地表沉降地理国情监测技术研究

为推进合成孔径雷达差分干涉测量(D-InSAR,Differential Interferometric Synthetic Aperture Radar)技术在地表沉降地理国情监测中的应用,本文利用D-InSAR技术,以某矿区为研究对象,基于5景哨兵-1卫星(Sentinel-1)雷达影像,采用SARscape与Arc GIS软件相结合处理的方式得到了精准的成果数据,并结合实地水准观测结果对D-InSAR地表沉降监测的精度进行了对比分析。结果表明:利用D-InSAR技术进行地表沉降地理国情监测,具有较高的测量精度,且该技术具有大尺度连续覆盖能力、受天气干扰小、低成本等特点,在地理国情监测等相关领域有非常好的应用前景。     

一种局部稀疏地面点云与已有DEM的融合方法

机载LiDAR采集的点云数据中会存在一些局部区域地面点稀疏的情况,利用这些稀疏地面点构建DEM时会出现“三角面片化”的问题,严重影响DEM的质量。为此,本文提出了一种局部稀疏地面点云与已有DEM的融合方法：将稀疏点云作为高精度控制点,在尽量保持原始DEM的地形形态特征的前提下,通过高斯核函数加权迭代插值算法对DEM进行高程局部改正,实现稀疏点云与DEM的一致性融合。试验分析表明,融合后的点云数据得到了较好的补充,由此构建的DEM地形形态自然,在精度上相对于融合前的稀疏地面点云有一定改善,在弱精度区域的可靠性有显著提升。     

机载LiDAR点云获取与高精度DEM建设关键技术探讨

结合广东省机载LiDAR点云获取与高精度DEM建设项目,介绍了项目总体技术路线,针对项目难点,从设备选择、点云密度设计、植被覆盖密集山区数据获取方法、点云数据分类组合算法、空白区处理等5个方面的关键技术进行了探讨,并提出解决方案,为同类项目的设计与实施提供参考。     

寒武系乌训组滑塌建造的物源及其意义

沉积岩中普遍发育滑塌滑移建造。贵州天柱大河边地区寒武系第二统乌训组即普遍发育滑塌滑移建造,通过地质调查分析,可见滑塌滑移角砾岩建造、瘤状灰岩建造、散布于炭质粘土岩中的“钙质结核”和灰岩中的泥岩脉,以及一系列滑移褶皱褶曲等软沉积物变形构造等类型。根据滑塌滑移角砾岩建造中的鲕粒灰岩角砾和乌训组沉积建造处于大陆斜坡环境的古地理背景分析,滑塌滑移角砾岩建造中的鲕粒灰岩角砾应来源于乌训组北西侧处于台地边缘相的清虚洞组,结合灰岩中的泥岩脉即典型震积泥岩脉现象,综合认为,乌训组普遍发育的各种类型滑塌滑移角砾岩建造和其它变形建造,系地震营力及其导致的滑塌滑移事件作用的结果。     

东昆仑造山带海德乌拉铀矿床成矿流体特征研究

东昆仑造山带海德乌拉铀矿床是近些年西北地区最新探明的与火山岩有关的独立铀矿床,该矿床的发现为东昆仑造山带探寻热液型铀矿床提供了指示意义。本文选择与海德乌拉铀矿成矿期相关的透明矿物（粉红色方解石、紫黑色萤石及石英）作为研究对象,系统地开展C- H- O同位素和流体包裹体研究,查明该矿床成矿流体的来源与性质,并探讨矿床成因。研究结果表明,海德乌拉铀矿床成矿期石英中主要为H2O气液两相包裹体,少见CO2- H2O两相包裹体;在粉红色方解石脉、紫黑色萤石脉中流体包裹体均含H2O气液两相包裹体,在粉红色方解石脉中偶见纯液相包裹体,均未见到纯气相及含固相包裹体。成矿期粉红色方解石、紫黑色萤石及石英中包裹体均一温度范围分别为133~187℃（均值163℃）、127~204℃（均值169℃）、183~287℃（均值219℃）,盐度范围分别为1. 40%~7. 02%NaCleq（均值3. 65%NaCleq）、0. 53%~3. 06%NaCleq（均值1. 26%NaCleq）、7. 17%~17. 26%NaCleq（均值为11. 46%NaCleq）。流体包裹体气相成分以H2O为主,另含少量CO2等。C- H- O同位素实验数据表明,流体中δ13CFluid- V- PDB、δDFluid- V- SMOW、δ18OFluid- V- SMOW值的变化范围分别为1. 59‰~1. 00‰、71‰~63‰、0. 03‰~3. 72‰,表明成矿流体并非单一来源,可能为大气降水与岩浆水混合来源。此外,沥青铀矿的沉淀主要是由于流体与围岩的相互反应所引起的物理化学条件变化加上流体沸腾/CO2去气,最终导致了沥青铀矿等成矿物质发生大规模的卸载与沉淀。     

黄河三角洲前缘桩106至黄河海港岸段海底地形冲淤变化研究

1976年黄河改道从水清沟入海后,黄河三角洲前沿桩106至黄河海港岸段的海底地形遭受强烈侵蚀,岸滩不断蚀退。黄河三角洲强侵蚀岸段岸线监测资料与历史资料分析研究结果表明,1985-2004年该区最大侵蚀深度达7.5 m,其强侵蚀区中心位置经历了由西北向东南移动的过程,范围不断缩小,目前局部地区已发生淤积现象。种种迹象表明,从冲淤并存和以侵蚀为主向冲淤平衡过渡的现象还将长期进行下去。     

中尺度自动站数据处理系统

为了解决中尺度自动气象站建设后探测数据的应用和共享问题,利用数据库等计算机技术,开发一套自动数据处理系统。实现了数据的处理储存、灾害天气预警和数据在不同部门之间共享。     

酉阳河流域典型年汛期的基流分割研究

基流分割是水文学研究中的重难点问题之一,目前基流分割也存在许多方法.基于酉阳河典型年汛期实测日平均流量资料,分别采用Chapman-Maxwell改进方程数字滤波法一次滤波(参数N=1)以及二次滤波(参数N=2)、BFI(f)法、HYSEP固定步长法、HYSEP滑动步长法、HYSEP局部最小值法进行基流分割并对其结果进...     

鄂尔多斯盆地南部奥陶系马五段去白云石化成因及模式

通过研究马五段去白云石化作用的成因及发生模式,可进一步了解鄂尔多斯盆地南部奥陶系碳酸盐岩储集层成岩和物性的演化.通过岩心与薄片的观察,结合地球化学方法,和对白云岩的碳、氧同位素与微量元素的测定,分析了去白云石化作用成因及成岩演化过程,并结合物性资料分析去白云石化作用对储集层的影响,建立了研究区去白云石化的作用模式.结合...