城市社区防灾减灾工作机制研究

在组织论指导下,提出在区民防办下设街道防减灾办公室,负责社区防减灾的领导工作。根据灾害管理过程,设置下属机构包括:社区灾害预防组、应急救援组和灾后恢复组。明确各相关方在具体工作中的角色和责任,完善社区防减灾机制。按自愿原则组建志愿者队伍,建立良好的培养和激励机制,确保服务人员的长期化。扩大基层防减灾宣传教育的广度,特别是基层领导干部和青少年的宣教。将宣教和防灾演练结合,使得防灾演练制度化。同时,需要重视在现有"120"急救网络上,建立院前急救体系,配备相应的物资和人员。     

Intermediate storage of carbon dioxide in geological formations: A technical perspective

Enhanced oil recovery (EOR) through CO₂ flooding has been practiced on a commercial basis for the last 35 years and continues today at several sites, currently injecting in total over 30 million tons of CO₂ annually. This practice is currently exclusively for economic gain, but can potentially contribute to the reduction of emissions of greenhouse gases provided it is implemented on a large scale. Optimal operations in distributing CO₂ to CO₂-EOR or enhanced gas recovery (EGR) projects (referred to here collectively as CO₂-EHR) on a large scale and long time span imply that intermediate storage of CO₂ in geological formations may be a key component. Intermediate storage is defined as the storage of CO₂ in geological media for a limited time span such that the CO₂ can be sufficiently reproduced for later use in CO₂-EHR. This paper investigates the technical aspects, key individual parameters and possibilities of intermediate storage of CO₂ in geological formations aiming at large scale implementation of carbon dioxide capture and storage (CCS) for deep emission reduction. The main parameters are thus the depth of injection and density, CO₂ flow and transport processes, storage mechanisms, reservoir heterogeneity, the presence of impurities, the type of the reservoirs and the duration of intermediate storage. Structural traps with no flow of formation water combined with proper injection planning such as gas-phase injection favour intermediate storage in deep saline aquifers. In depleted oil and gas fields, high permeability, homogeneous reservoirs with structural traps (e.g. anticlinal structures) are good candidates for intermediate CO₂ storage. Intuitively, depleted natural gas reservoirs can be potential candidates for intermediate storage of carbon dioxide due to similarity in storage characteristics.     

A method for quick assessment of CO2 storage capacity in closed and semi-closed saline formations

Saline aquifers of high permeability bounded by overlying/underlying seals may be surrounded laterally by low-permeability zones, possibly caused by natural heterogeneity and/or faulting. Carbon dioxide (CO₂) injection into and storage in such “closed” systems with impervious seals, or “semi-closed” systems with non-ideal (low permeability) seals, is different from that in “open” systems, from which the displaced brine can easily escape laterally. In closed or semi-closed systems, the pressure buildup caused by continuous industrial-scale CO₂ injection may have a limiting effect on CO₂ storage capacity, because geomechanical damage caused by overpressure needs to be avoided. In this research, a simple analytical method was developed for the quick assessment of the CO₂ storage capacity in such closed and semi-closed systems. This quick-assessment method is based on the fact that native brine (of an equivalent volume) displaced by the cumulative injected CO₂ occupies additional pore volume within the storage formation and the seals, provided by pore and brine compressibility in response to pressure buildup. With non-ideal seals, brine may also leak through the seals into overlying/underlying formations. The quick-assessment method calculates these brine displacement contributions in response to an estimated average pressure buildup in the storage reservoir. The CO₂ storage capacity and the transient domain-averaged pressure buildup estimated through the quick-assessment method were compared with the “true” values obtained using detailed numerical simulations of CO₂ and brine transport in a two-dimensional radial system. The good agreement indicates that the proposed method can produce reasonable approximations for storage–formation–seal systems of various geometric and hydrogeological properties.     

防灾工程项目评估的基本问题

在分析防灾工作项目特点的项目上,提出了防灾工程项目评估的基本原则,对并防灾工程项目效益和费用的确认与计量问题进行讨论,为进一步研究防灾工程项目评估理论和方法奠定了基础。     

青海省的主要灾害类型与防灾减灾对策

论述了青海地区常见的主要灾害类型及危害,并提出了防灾减灾的对策。     

洪水灾害的遥感监测分析系统研究

给出了洪水灾害的遥感监测分析系统,该系统利用遥感信息资料,应用遥感图像处理软件为主要工具,辅助地理信息,分析洪水水情,确定洪灾量级、危害区域及其土地利用类型等,并可比较真实地再现洪灾场景,为防洪规划提供可靠的辅助决策依据。     

浙江省地质灾害现状及防治措施

概述了浙江省地质灾害的发生背景及灾害现状;从行政管理与技术治理两方面提出了地质灾害防治措施。     

浙江省梅汛期洪涝灾情分析和预测

通过所构设的雨涝强度、雨涝影响面积等统计量来估计浙江省梅汛期的灾情,有较高的准确率,能估计出极端情况,为灾害评估工作提供了新的思路。     

中国东部地区的地震灾害及对策初探

地震是一种自然现象,有其明显的自然属性,而地震灾害则具有明显的社会属性。地震灾害是相对于人类活动而言的。本文借用胡焕庸线,将中国大陆分成东区和西区两个区,并初步探讨了人口稠密和经济发达的中国东部地区的防震减灾对策。     

沿海和河口城市防灾设防标准系统分析

本文针对天津、上海、青岛等三种不同类型的沿海、河口城市,运用灰色理论、随机模拟等方法进行了洪水、风暴湖、巨浪等环境因素的计算,并进行了灾害经济损失的风险分析,给出了不同的防灾设防标准。