Distinguishing tectonically-and gravity-driven synsedimentary deformation structures along the Apulian platform margin (Gargano Promontory,southern Italy)

The assessment of deformation types within the slope of a carbonate platform can be complicated by the possible interaction of rooted (tectonically-induced) and superficial (gravity-driven) structures. An ideal case study to document and distinguish tectonically- and gravity-driven structures is provided by the Cretaceous slope-to-basin carbonates exposed in the Gargano Promontory, southern Italy. These carbonates formed adjacent to the Apulian platform margin, which was oriented approximately NE–SW to NW–SE along the southern and northern edges of the promontory, respectively. Slump-related folds are characterised by axial planes typically oriented either sub-parallel or at small angles to the strike of the inferred paleoslope. In fact, the strike of folds is roughly NE–SW in the southern portion of the study area, whereas it is NW–SE in the northern part. Correspondingly, gravity-driven normal and reverse faults strike sub-parallel and at acute angles to the adjacent Apulian paleoslope. Cretaceous tectonic faults in the slope-to-basin carbonates form two principal sets striking NW–SE and WNW-ESE. The former set is made up of normal faults and the latter one includes mainly oblique-slip normal faults. Neither normal nor oblique-slip normal faults show any relationship with the geometry of the paleoslope. The results obtained from this study may help the interpretation of subsurface data in those geological contexts in which the interplay of gravitational and tectonic processes is responsible for deformation.     

Sensitivity Analysis of Air Gap Motion with Respect to Wind Load and Mooring System for Semi-Submersible Platform Design

A design of semi-submersible platform is mainly based on the extreme response analysis due to the forces experienced by the components during lifetime. The external loads can induce the extreme air gap response and potential deck impact to the semi-submersible platform. It is important to predict air gap response of platforms accurately in order to check the strength of local structures which withstand the wave slamming due to negative air gap. The wind load cannot be simulated easily by model test in towing tank whereas it can be simulated accurately in wind tunnel test. Furthermore, full scale simulation of the mooring system in model test is still a tuff work especially the stiffness of the mooring system. Owing to the above mentioned problem, the model test results are not accurate enough for air gap evaluation. The aim of this paper is to present sensitivity analysis results of air gap motion with respect to the mooring system and wind load for the design of semi-submersible platform. Though the model test results are not suitable for the direct evaluation of air gap, they can be used as a good basis for tuning the radiation damping and viscous drag in numerical simulation. In the presented design example, a numerical model is tuned and validated by ANSYS AQWA based on the model test results with a simple 4 line symmetrical horizontal soft mooring system. According to the tuned numerical model, sensitivity analysis studies of air gap motion with respect to the mooring system and wind load are performed in time domain. Three mooring systems and five simulation cases about the presented platform are simulated based on the results of wind tunnel tests and sea-keeping tests. The sensitivity analysis results are valuable for the floating platform design.     

山东省棚户区改造项目资金财政监管平台设计与应用

针对目前棚户区改造项目贷款审批和资金发放难于监管的特点,本文重点研究了将地理信息、遥感等技术应用于棚户区改造项目管理和资金监管,建立了时空数据一体化管理和项目动态监管模型,通过项目地理位置上报、历史影像对比、地理信息辅助审核等技术解决了棚改项目资金重复申报的问题和资金发放监管不到位的问题,依托于天地图山东丰富的地图数据资源,研发了山东省棚户区改造项目资金财政监管平台,建立了棚改项目上报、初审、现审、放款、监管、支付的一整套管理流程,实现全省棚改项目的空间化和实时监督管理。     

丰县国土资源综合应用平台的设计与实现

以"数字丰县"建设情况为背景,分析了当前国土资源办公需求,根据业务的需求与特点,选择采用基于Flex的WebGIS系统框架。探讨在Flex平台环境中构建丰县国土资源应用平台的方法和技术,平台对多样专题数据进行整合,实现了对土地资源的可视化管理。以丰县国土资源局为例,研究了国土资源应用平台系统在国土资源管理中的支撑作用,在一定程度上为国土资源管理信息化提供了较强的技术支持。     

浅谈室内大长度检测平台设计与应用

介绍了室内大长度检测平台的结构、功能及各检测项目的检测方法,该平台在建设方面达到国内领先水平,能更好地开展全站仪、手持测距仪等计量器具的多项室内项目的检测,确保测绘成果量值的准确和统一。     

Microscopic Pore characteristics and methane sorption capacity of the lower cambrian shales in yangtze platform北大核心CSCD

The lower Cambrian develops a set of organic-rich black shales in Yangtze Platform and is regarded as one of the key layers of shale gas exploration. The microscope pore structure characteristics and methane sorption capacity were investigated using scanning electron microscope, nitrogen adsorption and methane sorption experiments, and then their controlling factors combining with organic matter, mineral compositions were discussed for Niutitang shales in Zunyi area, Mufushan shales in Nanjing area and Huangboling shales in Chizhou area. The results show as below; ( I ) The pores in lower Cambrian shales are mainly dominated by organic pores, interlayer pores in clay minerals and micro-fractures, as well as containing some intergranular pores between brittle mineral grains, honeycomb poies formed by pyrite crystals falling out, and dissolution molds in fossils; ( 2) DKT pore size distributions show the pores is mainly concentrated in the range of less than 4 nm in lower Cambrian shales and kerogens, while a certain amount of pores are above 4 nm are also existed in lower Cambrian shales, which may be contributed by smectite; ( 3)The specific surface area, pore volume and Langmuir methane sorption capacity of the lower Cambrian shales are ranging from 5.58 to 31. 96 inVg, 0.026 to 0.088 mL/g and 1.36 to 5. 3 mL/g, respectively, which are mainly controlled by TOC and smectite contents, but the effect of TOC and smectite on physical properties are quite different for the lower Cambrian shales in different regions; ( 4)The specific surface area of two Niutitang kerogens are 7. 08 and 7. 92 times than that of the shales and methane sorp-Tion capacity of kerogens arc 5.81 and 7.09 times than that of the shales, suggesting that kerogen is a main carrier of methane gas occurrence in.     

龙岗区信息采集终端管理与指挥平台系统设计和研究

结合龙岗区网格化管理的实际,通过对龙岗区网格数据管理需求的分析,探索龙岗区信息采集终端指挥与管理平台的架构。该移动业务系统的主要功能是:为龙岗区基层网格信息员和网格志愿者、社会公众等提供信息服务,建设龙岗区工作动态实时监控、高效管理的信息指挥平台,以及完成该系统与市区其他业务系统的数据对接。基于此,本文分别从技术、系统架构和系统功能等方面对龙岗区信息采集终端管理与指挥平台系统进行设计和研究。     

基于3S技术的甘肃省农田水利信息管理平台建设构想

水利是农业的命脉。农田水利建设项目量大面广、小型分散,工作任务艰巨、责任重大。传统的管理模式和工作方式制约着农田水利事业的健康发展。为进一步规范农田水利的规划、建设、运行和管理,实现"建管并重"的双重目标,本文结合2016年颁布的《农田水利条例》,立足甘肃省水利水务建设实际,以需求为导向,密切联系业务应用,构建了基于3S技术的甘肃省农田水利信息管理平台整体框架和体系组成,详细阐述了系统建设的特点及功能,以期提高水利工程建设管护水平,让工程设施真正建得起、管得好、长受益。     

基于SuperMap 3D GIS的白云国际机场设备设施管理应用

过去,归属于重资产行业的白云机场,在设备设施资产管理过程中一直存在问题.当下,借助SuperMap 3 D GIS应用技术构建的设备设施地理信息应用系统,将逐步解决其管理的弊端,让机场的日常运行管理更为顺畅,权责更加清晰明了.     

水电全生命周期三维可视化数字管理平台研究

水电是清洁可再生能源,在我国能源结构中占有重要的地位.为更好地发挥梯级水电开发的社会经济效益,流域水电开发企业需要融合应用信息技术,实现梯级水电站全生命周期数字化管理.本文从流域水电全生命周期管理需求和流域水电企业信息化建设现状分析出发,提出了流域水电全生命周期三维可视化数字管理平台建设思路:通过企业数据中心建设集成整合已有信息系统采集管理的梯级水电工程相关阶段的信息资源,消除信息孤岛;通过三维可视化平台建设增强信息的直观表达,也便于分析和展现数据间的关联关系.这一思路已成功指导雅砻江流域数字化平台建设,可为相关流域水电数字化平台建设提供参考.