Numerical Simulation of Magnetic Reconnection Driven by the Laser Helmholtz Capacitor-coil Targets     

XU Shan-shan  MEI Zhi-xing  ZHONG Jia-yong  LIN Jun 《Chinese Astronomy and Astrophysics》2021,45(2):131-146

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Large debris flows in Chosica,Lima, Peru: the application of hydraulic infrastructure for erosion control and disaster prevention     

S. P. Villacorta  K. G. Evans  K. Nakatani  I. Villanueva 《Australian Journal of Earth Sciences》2020,67(3):425-436

Abstract

Large debris flows in steep-sloped ravines debouching to the Rimac River, in metropolitan Lima (Peruvian capital), have resulted in considerable loss of life and property adversely impacting communities in the region. Temporal, spatial and volumetric features of debris flows are difficult to predict, and it is of utmost importance that achievable management solutions are found to reduce the impact of these catastrophic events. The emotional and economic toll of these debris flows on this increasingly densely populated capital city in South America is devastating where communities must live in such inadequate and dangerous conditions. To address this problem, the application of advanced Japanese technology, Sustainable Actions Basin Orientation (SABO), has been investigated using a geomorphological modelling to develop an implementation plan. Rayos de Sol stream basin in Chosica, was selected as a pilot to develop the proposal, as it is considered high risk due to the presence of ancient debris flows and recent flows in 2012, 2015 and 2017. The recurrence of debris flows in this location has resulted in numerous deaths and catastrophic property losses. This study combines geologic and geomorphic mapping and hydraulic and landform evolution numerical modelling. The implementation of a SABO Master Plan based on the multidisciplinary assessment hazard scenarios, will allow the implementation of feasible mitigation actions. The SABO technology has been applied successfully in Japan and other countries in areas with steep short slopes, similar to the conditions surrounding the Peruvian capital. Results from this study will be presented to the Peruvian Government as part of an action plan to manage debris-flow impact.

1. KEY POINTS

2. High-risk mass slope failure is linked to poor urban planning in urban developing regions of Lima the capital of Peru.

3. A multidisciplinary study including geotechnical and hydrological analysis, engineering design, and socio-economic research is required to implement a SABO Master Plan, and this basin is pilot study basin.

4. At the present time, a maintenance programme for existing hydraulic structures should be implemented, and a flood risk management plan developed may propose the relocation of some communities and infrastructure.

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《古地理学报》的立体办刊模式          下载免费PDF全文

李新坡  张西娟  郑秀娟 《古地理学报》2020,22(6):1233-1234

网络技术为科技期刊的发展提供了动力和渠道,促进了《古地理学报》办刊模式的转变。通过建立独立网站、为读者提供多样化的文章获取渠道、多样化的沟通方式、个性化的文章精准推送、加入OSID开放科学计划等,逐步形成了适应期刊发展的立体办刊模式。  相似文献   

The Natural Resource Management Planning Portal: Perspectives for NRM Planning and Reporting     

Birgita D. Hansen  Peter G. Dahlhaus  Robert G. Milne  Andrew D. MacLeod  Chris Pitfield 《社会与自然资源》2019,32(6):709-719

Natural Resource Management (NRM) is often conducted as a partnership between government and citizens. In Australia, government agencies formulate policy and fund implementation that may be delivered on-ground by community groups (such as Landcare). Since the late 1980s, over AUS$8b of Commonwealth investment has been made in NRM. However, quantitative evidence of environmental improvements is lacking. The NRM Planning Portal has been developed to (1) provide an online spatial information system for sharing Landcare and agency data; and (2) to facilitate NRM priority setting at local and regional planning scales. While the project successfully federates Landcare NRM activity data, challenges included (1) unstructured, non-standardized data, meaning that quantitative reporting against strategic objectives is not currently possible, and (2) a lack of common understanding about the value proposition for adopting the portal approach. Demonstrating the benefit of technology adoption is a key lesson for digital NRM planning.  相似文献   

基于GIS的盐城国家级自然保护区生态安全评价（英文）     

李海萍  高戈  李菁 《资源与生态学报(英文版)》2020,11(1):38-49

本研究利用遥感和GIS技术,分析盐城自然保护区1983–2018年的景观格局变化,建立了基于区域自然-社会-经济复合生态系统安全格局的评价指标体系,分析了生态安全变化的空间特征和成因。结果表明,1983–2018年由于人类活动加剧,研究区内景观格局变化强烈,从以自然景观为主发展到自然景观与人工景观并存。在整体生态安全方面,目前保护区的生态安全状况不容乐观,从保护区丹顶鹤的生存状态看,保护区总体上还是适宜丹顶鹤栖息的,但由于人类活动的增加以及政策的调整,丹顶鹤的栖息地呈现破碎化并向核心区和缓冲区等局部区域聚集。我们应从管理、政策制定以及当地居民的环境保护意识上增加宣传和投入,并相应减少保护区内人类活动的强度。  相似文献   

中国台商农业技术时空扩散的格局、路径与机制——以福建省漳浦县为例     

陈嘉  韦素琼  陈松林 《地理科学》2019,39(6):957-966

结合统计数据及实地调研、访谈数据,研究中国台湾青枣种植技术透过台商直接投资渠道在福建省漳浦县落地、发散与传播过程,分析其时空扩散路径、格局与机制,以期揭示中国台商农业技术在中国大陆地区独具特色的扩散规律与机制,为加速两岸农业合作交流、制定技术应用政策提供理论与实践依据。研究发现,在时间维度,中国台商农业技术扩散过程呈现典型的S型曲线,但其扩散迅速、周期较短,扩散阻力小且示范效应显著;在空间维度,形成多核心、多强度、梯度扩散体系（中国台湾扩散源与本地扩散节点）,扩散场相互叠加,以就近扩展扩散为主、等级扩散为辅的特色扩散格局。  相似文献   

大孔隙对径流过程影响的研究进展          下载免费PDF全文

吕海深 《水文》2020,40(1):13-17

大孔隙流是土壤优先流的一种,在植被发育区土壤大孔隙比较常见,对径流形成过程产生重要的影响。介绍了大孔隙流的研究方法,系统总结了近50年植被发育区土壤大孔隙对降雨入渗过程及径流形成过程的影响:从水分入渗的角度,大孔隙可以加快降雨入渗过程;由土壤大孔隙流与山坡产流的关系,大孔隙促进了边坡雨水的运动进而引起了快速产流;世界范围内的研究都表明土壤管流或大孔隙流是径流组分重要贡献者。  相似文献   

天津市公众地震科普认知与需求调查     

王萍  闫丽莉  庞群英  安纯毅 《震灾防御技术》2020,15(3):601-608

为真实了解天津市公众地震科普认知与需求情况，以天津市机关单位工作人员、企业员工、事业单位工作人员、大学生、中小学生、社区居民、农民、驻津部队、残障人士等特殊人群为研究对象，开展专项问卷调查与分析。调查结果显示，天津市公众地震科学知识与地震科普工作的认知度与需求度较高，但仍存在地震科学知识掌握不全面、地震科普产品吸引力不足、科普渠道相对单一等问题，地震科普工作在参与性、互动性与趣味性等方面仍有较大提升空间。基于此，提出提高地震科普工作针对性和有效性及地震科普服务个性化和精准化等建议。  相似文献   

探秘“能源新星”——干热岩          下载免费PDF全文

王文  吴纪修  施山山  李小洋 《探矿工程》2020,47(3):88-93

干热岩是近些年逐渐发展起来的清洁能源，指埋藏于地球表面3000 m以深，不含或含少量水或蒸汽等流体，温度在180 ℃以上且渗透率极低的岩体。对干热岩的应用主要是建立增强型地热系统进行发电。目前对干热岩的研究尚处于起步阶段,干热岩的热源、热储、形成机理、埋藏机制等都未形成完整的理论体系，干热岩的开发过程也面临诸如储层改造、高温钻探以及随钻监测等一系列的技术“瓶颈”。干热岩资源储量大，开发利用过程低碳环保、节能高效，是国际社会公认的优质清洁能源，但是干热岩研究程度低，开发难度大，需要不断的知识积累和技术积累。本文从科普的角度列举了干热岩的相关研究现状及存在的问题，以期能让更多的人对这一“能源新星”加深了解。  相似文献   

开挖前降水引发基坑变形机制模型试验研究     

曾超峰  薛秀丽  宋伟炜  李淼坤  白宁 《岩土力学》2020,41(9):2963-2972

现有基坑相关研究主要关注土方开挖过程引起的变形，认为围护结构变形起点是土方第1次开挖。然而，一些工程实测表明，基坑开挖前降水阶段即可引起围护结构及周边地层发生厘米级的变形。显然，未考虑开挖前变形的基坑监测数据将低估基坑施工的环境效应。为了研究基坑开挖前降水引发基坑变形的机制，开展了室内模型试验，对基坑开挖前降水过程进行了缩尺精细化模拟。通过微型降水井的设置与调控，模型试验真实再现了实际基坑降水过程中井流效应对围护结构受力变形的影响。试验过程中发现，随着降水的进行，坑外降水漏斗不断扩展，围护结构悬臂式侧移及坑外拱肩式地面沉降也随之产生。另外，降水导致墙前水压力明显减小，并诱发墙前侧向总压力重分布（以减小为主），围护结构为此发生指向坑内的悬臂式运动以寻求新的受力平衡，并通过墙后土体损失诱发坑外地层变形。  相似文献