基于FDR原理的冻土测量方法

在我国地面气象观测中,冻土的自动观测一直未能实现,为了解决这一问题,本文基于频域反射(Frequency Domain Reflectometry,FDR)测量原理,通过测量土壤介电常数变化实现冻土测量的方法,设计了一种基于平面电容传感器分层检测冻土的传感器,土壤冻结时,其内部水分会相变为冰,水的介电常数远大于冰,利用水冻结相变后引起介电常数急剧变化的特性,建立了基于土壤介电常数、地温反演冻土的数学模型,并进行了典型土壤实验室冻结试验及外场对比观测试验,结果表明:冻土传感器能正确分辨土壤冻结状态,测量数据与人工观测趋势一致,相关系数可达0.99以上,平均测量误差小于3cm,基于介电特性的冻土传感器可以准确连续测量土壤的冻结深度及其生消变化。     

省级气象云资源管理平台设计与应用

基于OpenStack架构建立省级云资源管理平台,通过整合省级各类硬件资源,将计算、存储、网络等硬件资源纳入统一资源池管理,在此基础上将省级原有的多套虚拟化系统软硬件资源纳入平台统一管理。平台投入使用后资源有效利用率大幅提升,实现硬件资源动态、弹性、可回收利用,能够更好地为各业务部门提供硬件资源服务。通过接管省级VMware、OS等虚拟化系统,平台可以根据业务需求快速部署交付业务系统,大幅提高对气象业务的服务和支撑能力,提高了系统运维的水平和效率。该平台的建成和应用对省级云计算发展和应用具有示范、服务、探索等多重作用,特别是对带动省级信息化建设进入新阶段,探寻省级新的信息化建设模式具有现实意义。     

吉林省经济效率差异及空间格局演变

利用数据包络分析（DEA）方法对吉林省2003~2013年经济效率差异和空间格局演变进行了深入研究。研究结果显示：吉林省经济发展总体效率相对较高,纯技术效率值较为稳定,规模效率值波动上升,处于规模收益持续递增阶段,规模效率始终是影响综合效率的主要原因;中部地区的综合效率水平高于东部和西部;在分解效率方面,与综合效率大致相同,中部地区的纯技术效率和规模效率均高于东部和西部;受区域经济发展不平衡影响,不同城市投入的资源水平存在差异,综合效率,纯技术效率和规模效率均呈现出由中部地区向东、西部扩张的空间格局。不同城市类型、城市规模对吉林省经济效率演变具有十分重要的影响;区域经济政策、市场经济、工业基础和产业集聚、科技水平等驱动力共同作用于吉林省经济效率空间格局的演化。     

江苏常州4.2级地震前的重力变化

利用江苏地区2019~2021年流动重力观测资料,分析江苏省常州市4.2级地震前不同时间尺度下的重力场变化。结果表明：1）0.5 a尺度重力场变化图像较好地反映了此次地震下降-转折上升-持续上升-反向变化及零值线附近发震的演化过程;2）常州4.2级地震前0.5 a和1 a尺度下的重力场均显示,地震发生在重力变化零值线附近。     

Scale Matching with Factorial Kriging for Improved Porosity Estimation from Seismic Data

When seismic data and porosity well logs contain information at different spatial scales, it is important to do a scale-matching of the datasets. Combining different data types with scale mismatch can lead to suboptimal results. A good correlation between seismic velocity and rock properties provides a basis for integrating seismic data in the estimation of petrophysical properties. Three-dimensional seismic data provides an unique exhaustive coverage of the interwell reservoir region not available from well data. However, because of the limitations of measurement frequency bandwidth and view angles, the seismic image can not capture the true seismic velocity at all spatial scales present in the earth. The small-scale spatial structure of heterogeneities may be absent in the measured seismic data. In order to take best advantage of the seismic data, factorial kriging is applied to separate the small and large-scale structures of both porosity and seismic data. Then the spatial structures in seismic data which are poorly correlated with porosity are filtered out prior to integrating seismic data into porosity estimation.     

陆海统筹背景下河口水生态环境整治修复协同机制研究

为促进我国生态环境治理和生态文明建设,文章分析我国河口水生态环境整治修复在法律规范、技术标准、技术手段、监测体系以及主体和资金等方面的现状和存在的问题,针对完善河口水生态环境整治修复协同机制提出建议。研究结果表明：在陆海统筹背景下构建河口水生态环境整治修复协同机制,应完善基本法顶层设计,加强单行法具体指导;建立协商、合...     

不同柱梁抗弯承载力比对框架结构抗倒塌性能的影响

设计不同柱梁抗弯承载力比(ηc-bua)的5个纤维增强混凝土(FRC)框架结构及3个钢筋混凝土(RC)框架结构,利用性能评估软件Perform-3D进行Pushover及IDA计算分析,得出其破坏机制及易损性曲线。结果表明,柱、梁端部局部采用FRC后,承载力有一定提高,峰值位移有较大提高;ηc-bua对FRC框架结构的破坏机制影响很大;ηc-bua对FRC框架结构地震反应也有一定的影响,其比值越大,超越概率越小,且随期望破坏程度的加重,这种影响也趋于明显,当ηc-bua在1.2以上时,结构的倒塌概率均小于10%,满足大震不倒的概率要求。     

Distribution characteristics and controlling factors of typical heavy metals in Huanghe River estuary,China

Journal of Oceanology and Limnology - The geochemical characteristics and potential controlling factors of colloidal Zn, Cd, and Pb in Huanghe (Yellow) River estuary (HRE), China were investigated....     

Model tests on XCC-piled embankment under dynamic train load of high-speed railways

Piled embankments, which offer many advantages, are increasingly popular in construction of high-speed railways in China. Although the performance of piled embankment under static loading is well-known, the behavior under the dynamic train load of a high-speed railway is not yet understood. In light of this, a heavily instrumented piled embankment model was set up, and a model test was carried out, in which a servo-hydraulic actuator outputting M-shaped waves was adopted to simulate the process of a running train. Earth pressure, settlement, strain in the geogrid and pile and excess pore water pressure were measured. The results show that the soil arching height under the dynamic train load of a high-speed railway is shorter than under static loading. The growth trend for accumulated settlement slowed down after long-term vibration although there was still a tendency for it to increase. Accumulated geogrid strain has an increasing tendency after long-term vibration. The closer the embankment edge, the greater the geogrid strain over the subsoil. Strains in the pile were smaller under dynamic train loads, and their distribution was different from that under static loading. At the same elevation, excess pore water pressure under the track slab was greater than that under the embankment shoulder.     

《汶川地震灾害地图集》设计研究

《汶川地震灾害地图集》的编制为政府应对巨灾、相关科学研究、灾后恢复重建、公众科普教育等提供了重要的参考依据与翔实的文献资料。重点介绍该图集的设计特点及图集的表示方法、色彩设计、符号设计等内容。