智慧城市时空信息云平台建设研究

以完善的云环境建设为支撑,以构建标准安全的防护体系为保障,以时空信息云平台建设为基础,以智慧应用建设为重点,促成跨域、跨部门、跨层级的数据融合,提高城市综合智能化水平,使城市运转更加高效、敏捷、低碳与和谐。     

大连市地理信息共享平台建设内容探讨

以大连市为例,对城市地理信息系统共享平台的建设内容进行探讨,明确了建设目标,将系统的总体建设内容分为数据中心工程、标准规范工程、数据建设工程、运维管理工程、应用接口工程、应用系统工程6个部分,并对各部分进行详细地介绍。     

地理信息产业技术公共服务平台评价方法研究

福建省地理信息产业技术公共服务平台是福建省科技厅产业技术公共服务平台建设项目。要充分发挥该平台在推动地理信息产业发展中的作用,集聚产、学、研各方优势资源,提升中小企业的技术水平和创新能力,就要在交易平台中设计一套完善的评价方法,促进交易平台上交易双方不断提升自己的服务能力。本文介绍了常规电子商务网站的评价体系和存在的普遍性问题,并根据实际对本平台评价方法进行了初步设计。     

地球资源环境动态监测技术的现状与未来

针对国家全球化战略和迫切需要解决的全球环境和资源问题,本文阐述了国内外地球资源环境动态监测技术主要研究进展,发现存在地球资源环境监测高精度产品缺乏、动态监测能力不完备、遥感信息服务及时性和便携不足等主要问题。在此基础上,提出中国迫切需要发展面向全球和重点区域的持续、动态观测能力,建立全球视野的资源环境动态监测产品和应用系统,突破全球资源环境研究的理论和关键技术,建立全球资源环境遥感监测指标和技术体系,形成全球立体协同观测、资源汇聚优化、信息智能处理、云平台业务应用的自主技术体系,完善支撑任务驱动的数据汇聚、模型调度、产品生成等在线遥感信息服务能力,发布全球、洲际和全国高质量空间要素遥感信息产品、专题应用系统、技术报告等成果。最终为全球资源环境研究提供知识发现的数据和服务,支撑中国在全球资源环境监测评估、重大灾害事件监测预警、应对国家安全与全球变化等领域的服务。     

基于 GAMA 平台的多智能体应急疏散仿真模型

应急疏散的研究对象是一个复杂的社会系统,利用多智能体模型可以有效模拟人群复杂的社会行为。将多智能体模型应用于应急疏散领域,设计5种类型的智能体实体,构建多智能体应急疏散仿真模型,从被疏散个体的相互作用行为入手,研究整个被疏散群体的行为特征。基于GAMA平台,实现以矢量地理空间数据为基础的多智能体应急疏散仿真模型,通过仿真实验,动态呈现整个应急疏散过程。对灾害、突发事件应急疏散指挥,应急疏散设施建设、城市规划设计等工作具有重要的意义。     

不动产统一登记信息平台建设探讨

不动产统一登记信息平台的建立是不动产统一登记工作实现信息实时更新和共享的基础。以构建不动产统一登记信息平台为主线,提出了以土地为核心的不动产单元构建方法,构建了以不动产单元为基础的不动产权利登记体系,分析了不动产登记业务与不动产管理其他相关业务的关联。在此基础上,明晰了不动产统一登记信息平台在国土资源信息化总体框架中的定位,以徐州市为例,给出了市(县)级不动产统一登记信息平台建设的主要内容,对当前不动产统一登记信息平台的建设进行了有益的探索。     

Does compaction-induced subsidence control accommodation space at the top of prograding carbonate platforms? Constraints from the numerical modelling of the Triassic Esino Limestone (Southern Alps,Italy)

The demise of the high-relief, steep-slope, prograding Ladinian-Early Carnian carbonate platforms of the Esino Limestone (Central Southern Alps of Italy) is marked by subaerial exposure of the platform top associated with different erosional (mainly karst-related), depositional and diagenetic processes (Calcare Rosso). The exposure-related deposits consist of three major facies associations: 1) residual soils with thin lenses of conglomerates with black pebbles, and, locally, weathered vulcanites; 2) chaotic breccia lenses irregularly distributed in the uppermost part of the Esino Limestone carbonate platform, interpreted as collapse breccias in karstic setting: 3) inter-supratidal carbonate cycles with dissolution and development of paleosols and tepee structures.Facies distribution follows the sub-environments of the underlying Esino Limestone. Facies 1 and 2 typically characterize the core of the platform, covering the underlying inner platform facies. Facies 3 instead develops toward the edge of the platform, above reef-upper slope facies of the prograding facies of the Esino Limestone. The thickness of facies 3 decreases toward the core of the platform. Facies distribution reflects differences in the accommodation space and sedimentary processes from the rim (highest accommodation, favouring the deposition of peritidal-supratidal carbonates) to the core (reduced accommodation, causing pedogenesis and karstification) of the carbonate system.The observed thickness changes may be controlled by different factors: 1) syndepositional tectonics, 2) subsidence induced by magmatic activity or 3) differential subsidence controlled by the stratigraphic architecture of the Esino Limestone platform and adjoining basins. As evidence of tectonics was not observed and the presence of volcanic bodies is only documented tens of km away from the study area, the scenario involving the creation of accommodation space by compaction of the basinal sediments (resedimented, fine-grained calciturbidites) during the progradation of the carbonate platform is here investigated. Numerical modelling was performed to verify the compatibility of compaction-induced subsidence with the observed depositional architecture. The models were built to simulate the architectural evolution of the platform by progressively adding layers from deepest to shallowest, while compacting the underlying sediments, in order to evaluate compaction-induced subsidence (and accommodation space for the Calcare Rosso) after the deposition of the youngest platform strata. Modelling results allow us to conclude that the wedge geometry of the Calcare Rosso, deposited on top of the extinct Esino carbonate platform, can be explained by subsidence controlled by compaction of the basinal sediments present below the early-cemented, fast prograding platform slope deposits.     

南海某导管架海洋平台倒塌分析

针对在役老龄导管架平台进行倒塌计算分析,确定极限承载力进而评估老龄导管架的安全裕度。采用非线性有限元方法,考虑平台的波流载荷及桩-土的非线性相互作用,利用SACS软件建立导管架整体三维有限元计算分析模型,并用逐步加载的方式,对南海某导管架平台进行了全过程非线性倒塌分析。计算分析表明,该导管架平台极限强度很高,具有较大的安全裕度;导管架倒塌过程呈逐步破坏形式,先是撑杆屈服,造成局部结构破坏,然后是钢桩发生屈服,降低结构承载力,最后节点逐步失效,造成结构倒塌。揭示了导管架平台结构失效倒塌的机理,给出了倒塌分析的可行方法和步骤。     

Generalised observations of wave characteristics on near‐horizontal shore platforms: Synthesis of six case studies from the North Island,New Zealand

Most field studies of wave processes on shore platforms in front of eroding cliffs focus on a single site, revealing aspects of wave dynamics at that location. Here, we analyse data from six platforms around northeastern New Zealand and describe the fundamental control of shore platform width, gradient and elevation on wave processes, including greater attenuation of short‐period waves at lower tidal stages and increases in longer period wave energy towards the cliff toe. These data suggest that empirical formulae developed from coral‐reef environments provide better predictions of wave height on platforms than formulae currently used in shore platform models.     

川东长兴组台缘礁滩相储层纵向非均质性特征及形成机制——以川东宣汉盘龙洞长兴组剖面为例

近几年,随着四川盆地海相碳酸盐岩储层勘探的不断加强,碳酸盐岩储层强的非均质性已成为制约礁滩气藏勘探开发的现实问题。以川东宣汉盘龙洞长兴组典型台缘礁滩剖面为研究对象,通过对典型台缘礁滩野外剖面的精细观察,结合镜下薄片及岩矿资料分析,重点探讨了盘龙洞礁滩储层纵向非均质性特征及成因。剖面上礁滩体垂向上存在很强的旋回性和储层非均质性,其储集岩分布、储层厚度、白云岩化程度、溶蚀作用等受海平面周期性的升降变化影响而呈现周期性变化。礁滩储层非均质性受高能相带、海平面升降变化和建设性成岩作用的共同控制,高能相带控制储层原生孔隙的发育,决定了储层的沉积非均质性,白云岩化和溶蚀作用有利于礁滩体储层的形成,大气淡水淋滤改造对于优化储层具有关键作用,海平面升降变化决定了礁滩体旋回性发育,而建设性成岩作用的选择性改造深化了储层非均质性。