网络化自动监测预警系统的设计与实现

随着社会科技和信息化测绘的发展,大型工程安全监测的方法和手段也在飞速地发展,体现在了测量机器人、电子水准仪、GPS、网络通讯、传感器等测量技术的综合应用。国内基于物联网技术的工程监测预警系统也是随着安全监测与信息技术发展起来的。本文提出了在以大地测量仪器和物理学传感器为感知层,以GPRS／CDMA和互联网为网络层,以集成化的数据中心软件和网络数据库为应用层的基础上,设计开发了网络化自动监测预警系统。该系统集数据采集、数据处理、数据管理、数据分析和数据发布等功能于一体,是物联网和网络通讯完美结合下的物联网监测信息系统。     

城市地质信息化管理IT基础架构规划

在大数据时代,简单高效经济安全的数据存储成为信息技术化的地质工作发展的必然趋势。针对未来大数据访问和共享服务,以城市地质信息化建设为对象,分析了现有架构形式,阐述了城市地质信息化管理的IT基础架构规划和整体解决方案,以促进信息技术化的发展与应用。     

孤岛油田南区馆1+2砂层组细分对比标志特征

基于沉积学和储层地质学理论,以孤岛油田南区馆1+2砂层组高弯曲流河沉积为例,充分利用密井网条件下的测井资料,研究储层细分对比中的标志类型、特征、分布及其应用。首先,介绍了馆1+2砂层组的测井响应、地震反射等宏观特征;接着,利用感应电导率曲线、自然电位曲线的响应特征寻找细分对比标志;然后,将选取的标志联合使用得到孤岛油田南区馆1+2砂层组的顶面构造图。结果表明:研究区缺少全区性标志,但存在局部性标志;局部性标志有泥岩类、砂岩类、"钙质尖"类、砂泥组合类等4类;泥岩类标志表现出高感应电导率特点,砂岩类标志表现为低电阻率,自然电位曲线呈"箱形"或小型的"钟形","钙质尖"类标志表现为高电阻、高微电阻、低声波时差,低自然电位值的尖锋,砂泥组合类标志表现为感应曲线特征的可对比性强;泥岩类和砂岩类标志分布面积较大,呈局部连片状;"钙质尖"类和砂泥组合类标志分布面积较小,呈条带状;上述4类标志在平面上的叠合分布完全覆盖研究区。总之,充分利用好局部性标志,同样能够很好地进行类似地区的储层细分对比。     

不同浓度悬浮泥沙水体的光谱吸收特性模拟

悬浮泥沙的光学特性是影响内陆湖泊水色遥感的重要因素。利用光谱吸收衰减仪(AC-S)测得水池中悬浮泥沙浓度为2.13~1 442.40 mg/L的水体光谱吸收。在蓝、绿和红光波段,悬浮泥沙水体的平均比吸收系数分别为0.0161±0.0039 m2.g-1、0.0071±0.0020 m2.g-1和0.0025±0.0007 m2.g-1;指数拟合获得的Sm*值为0.0098±0.0011 nm-1,利用其模拟的比吸收光谱与实测光谱吻合效果较好,说明该Sm*取值对悬浮泥沙水体比吸收光谱的曲线斜率变化具有一定的参考价值。此外,建立了悬浮泥沙水体吸收系数a(440)m与其浓度的关系模型,R2达0.947,拟合精度较高;然而比吸收系数a*(440)m与泥沙浓度几乎无相关性。研究结果可为内陆水色遥感分析模型的建立提供重要的参数保障。     

海洋浮游植物溶解有机碳释放研究进展

溶解有机碳(DOC)是海洋中最大的有机碳库,其中化学性质不稳定的成分大部分来自海洋浮游植物的释放。简要回顾了浮游植物溶解有机碳释放研究的发展历史,从光合作用合成的溶解有机碳(PDOC)释放占初级生产力的比重,PDOC的化学组成,浮游植物DOC释放的途径与机制,PDOC释放的环境调控,浮游植物群落组成对PDOC释放的影响,以及浮游植物释放DOC对异养细菌的生态意义等方面对相关研究进行了综述和分析。讨论了浮游植物溶解有机碳释放研究的现状和存在的问题,并对PDOC初级生产力测定的推广和相关研究的深化提出建议。     

Cracking behaviors and strength of rock-like samples with steps of different geometries under shear stress

Steps are distinctive features for estimating the movement of the upper and lower block of faults. However, studies about the influence of steps as a special type of discontinuity on cracking behaviors and strength of rock masses are limited. In this research, rock-like samples with steps and preexisting flaws were fabricated. Step height h and the inclination angle of gentle slope of the step α were set to different values. Direct shear tests were conducted on these samples under different normal stresses. The experimental results reveal that the inclination angle of the gentle slope of the step α, step height h, and normal stress have an influence on the strength, crack initiation, and crack propagation of the samples. The experimental results show that crack behaviors and shear strength were affected by step inclination angles α and step height h. As the normal stress increases, the improvement of the strength of samples with a large step height is larger than that of samples with a small step height, the improvement of the strength of samples with α of 10° is larger than that of samples with α of 0° and-10°. The discrete element method was used to simulate the shear test. Numerical results show five different types of displacement vectors, which can be used to determine whether the cracks are tensile cracks or shear cracks. The above conclusions can provide help for estimating mechanical properties and failure modes of rock masses with steps of different geometries.     

利用GPS可降水量校正MODIS近红外水汽数据

针对MODIS近红外水汽产品精度不足以及地基GPS技术解算的大气可降水量地理分布不连续的问题,提出一种利用地基GPS可降水量来校正MODIS水汽产品从而得到区域性连续分布的高精度可降水量的方法。利用GAMIT软件和地基GPS数据解算出IGS站点的大气水含量,建立GPS可降水量与MODIS近红外水汽产品的回归分析模型得到最终的校正结果。通过与实测气象站数据对比分析可知,所提方法有效地结合了MODIS和地基GPS两种遥感水汽技术的优点,能够得到高精度、地理分布连续的大气可降水量,研究结果可为实时天气预报、气候监测等工作提供参考。     

Morphological Evolution and Its Response to the Navigational Improvements in the North Passage,Yangtze Estuary

By use of bathymetric chart,recent change of the riverbed in the North Passage of the Yangtze Estuary has been studied in this paper.The main channel of the upper,middle and lower(section)in the North Passage has been successively eroded and its groin field significantly deposited.At the same time,sediment has been deposited on the entrance region.Erosion and deposition had responded rapidly to the construction of the regulation engineering.There was about one year duration of lagging between erosion in the deep channel and the construction of the regulation engineering.The siltation lag of time in the groin field varied with the initial depth,but the average deposited thickness was about 0.5 m per year.Volumetric analysis demonstrates that there is a increasing trend of siltation in the North Passage after 2002,because of the difference in duration and quantity between erosion in the deep channel and deposition in the groin field.The water volume of the North Passage was reduced by ≈9%(280 million m3)between 2002 and 2006.Sediment budget reveals that the main sediment deposited in the North Passage takes its source from the river and the ocean.The decreasing water volume was attributable to shoaling in the groin field.Its triggering factors for increased sedimentation are the navigational improvements(jetties and groins)after 1998,which altered the passage boundary and destroyed the equilibrium state on the average ebb and flood sediment fluxes.The establishment of a stable estuary is attributed to a reduction in depth of the groin field.The forecast on the sediment deposition quantity and continuous infilling time in the groin system is about 325×106m3 and 6～7 years,respectively.     

南大洋凯尔盖朗海台区的流场结构及季节变化

利用冰-海耦合等密面模式模拟了南大洋凯尔盖朗海台区的环流及其季节变化.对模拟结果的分析表明,该海区的南极绕极流具有非常显着的条带状分布和非纬向性特征.南极绕极流流经凯尔盖朗海台时,在海台的南部、中部和北部表现出不同的形式,其南部的一个分支贴近南极大陆,与西向的陆坡流之间有强的相互作用.海台以北的南极绕极流的变化以年周期为主,海台以南的变化以半年周期为主,其时间变化规律与这里的风应力的变化规律是一致的.     

侧限条件下充填散体压缩承载和传力特性

充填散体的压缩承载和传力特性对防控充填开采矿山的地表变形具有重要意义。通过河卵石、碎石、尾矿、河砂、尾砂5种散体材料和7组不同粒径河卵石的侧限压缩试验,以及河卵石数值模拟压缩试验,分析了其压实过程和粒径对其变形、承载的影响,揭示了散体压缩过程中的传力特性。结果表明：散体压缩过程可分为空隙压密、颗粒破碎压密和压实固结3个阶段,且散体类型和粒径对其非线性压实过程基本没有影响,但对其内部结构重组过程有较大影响;压缩过程中,存在一个临界密实度使不同粒径河卵石的承载能力次序发生反转,且河卵石散体平均变形模量与颗粒特征因子呈负指数关系;基于河卵石数值模拟压缩试验得到的散体内部力链强度分布和“压力拱”,很好地证实了室内压缩试验中散体垂直应力沿加载方向呈递减的趋势,以及侧向应力在整个散体高度上先增后减这一试验结果。