东北三省全面振兴的社会经济支撑能力评估     

马丽  田华征  康蕾  戚伟 《地理科学》2020,40(6):863-873

在解析支撑能力和东北问题特点的基础上，从“创新、协调、绿色、开放、共享”五大理念出发建立全面振兴社会经济支撑能力评价指标体系和综合评价方法，以地级市为单元对东北三省进行评估。研究发现：各地市社会经济支撑能力差异显著，哈大沿线核心城市的支撑能力较强，西翼城市以及朝阳、七台河、绥化、葫芦岛、铁岭、双鸭山和鹤岗等资源型城市支撑能力较弱。因此未来东北地区在振兴政策的区域分布上应有所侧重，对不同地区施以不同的振兴或扶持政策。在创新、绿色、开放方面需要集中力量重点突破，而在体制机制改革和共享服务建设方面需要全面覆盖，并重点加强黑龙江北部和辽宁、吉林西翼城市的共享能力建设。  相似文献   

China’s rural revitalization and development: Theory,technology and management     

Liu  Yansui  Zang  Yuzhu  Yang  Yuanyuan 《地理学报(英文版)》2020,30(12):1923-1942

Journal of Geographical Sciences - The urban-rural transformation from dichotomy to integration is a gradual process. Like rural areas in many countries, Chinese rural society is experiencing a...  相似文献   

考虑冲刷影响的筒型基础竖向极限承载力研究     

陆罗观  刘润  练继建  陈广思 《海洋工程》2019,37(3):69-77

大直径宽浅式筒型基础,阻水宽度大,在位工作期间受波浪海流作用,其周围土体易被冲刷。为研究单侧地基土体受冲刷后筒型基础的竖向极限承载力变化,通过引进冲刷率的概念,采用有限元方法研究了不同冲刷率下筒型基础的竖向极限承载力;并基于Meyerhof理论建立了计算不同冲刷率下筒型基础竖向极限承载力的极限平衡方法。研究结果表明,随着冲刷率增大,筒型基础的极限承载力出现不同程度的下降,当冲刷率为0.8时,即筒型基础单侧土体冲刷深度达6.4 m时,筒型基础的竖向极限承载力折减率为3.28%。建立的极限平衡算法可准确计算冲刷条件下筒型基础的竖向极限承载力。  相似文献   

海南岛海岸带土地利用强度与生态承载力分析     

李通  闫敏  陈博伟  张丽  宋茜茜 《测绘通报》2020,(9):54-59

随着海南省进一步开放发展，海岸带区域的土地利用强度逐渐加强，生态保护需求日益增强。利用4期（1990、2000、2009、2015年）海岸带土地利用分类数据，研究海岸带土地开发利用强度，并分析了其生态承载力。结果表明：①耕地和林地是海南岛海岸带地区的主要土地类型。②25年间，海南岛海岸带土地利用强度整体较高且逐年上升，2000—2009年土地利用强度增速最高，达2.03%；海口市和澄迈县土地利用强度4期均值最大，分别为300.5和286.1。③25年来海南岛海岸带生态状况呈下降趋势，57%的海岸带市县实际生态承载压力增长了1倍以上。  相似文献   

青海共和盆地地热资源热源机制与聚热模式   总被引：2，自引：0，他引：2  

唐显春  王贵玲  马岩  张代磊  刘忠  赵旭  程天君 《地质学报》2020,94(7):2052-2065

青海共和盆地东侧贵德扎仓热田是探讨共和盆地地热资源成因的关键地区。本文综合区域地质、岩石热物性、同位素年代学、水文地球化学和地球物理测量等方法,重点分析了共和盆地的构造背景和热源机制,深入研究了共和盆地地热能系统的关键环节。研究发现:①识别出盆地地壳15 km以下深度发育高导体,并可与新生代青藏高原东部中-下地壳发育的层状低速高导层对比;②近NW-NS向的瓦里贡左旋走滑逆冲断裂是扎仓热田重要的控热和导热断裂;③晚中生代花岗岩与上覆围岩具有显著的热导率;④温泉氢氧同位素指示水源以地表水补给为主;⑤存在浅层新生界碎屑岩中-低温热储和深层花岗岩中-高温热储,发育四层两类地热资源。综合分析提出了共和盆地干热岩三元聚热模式:即新生代中-下地壳发育的高温低速高导层是主要热源,中晚三叠世花岗岩是良好的导热和储热体,既是干热岩母岩,也是热储,新生代低热导率沉积岩是良好的盖层。研究对于青藏高原地热成因、资源预测、开发规划等具有参考意义。  相似文献   

长河坝—黄金坪水库区域地震台网监测能力分析     

杜瑶  吴彤  冯薪  丁勇  赵昱  郑昭  王宇玺  王余伟 《地震地磁观测与研究》2020,41(5):25-32

位于四川省甘孜藏族自治州康定市内大渡河干流的长河坝-黄金坪水电站，为大渡河流域开发中，以长河坝、大岗山、瀑布沟等形成主要梯级格局开发方案中，"三库22级"水电站中的第10和11级电站，其地震监测台网也采用梯级设计方式，长河坝-黄金坪上下游水库地震监测台网统一设计、建设及监测，共享同一地震监测能力。通过对监测设备的技术指标、台基地噪声水平和震级-频度对数关系的分析，结果表明，长河坝-黄金坪水库区域地震固定台站建成后，地震监测能力达到并优于设计的理论监测能力，地震监测震级达到下限为M_L 0.5的设计要求。  相似文献   

Experimental study on a sampling technique based on a freeze-sediments valve for deep-sea microorganism     

《Applied Ocean Research》2019

Deep-sea microorganism research has become a hot topic in life science, owing to its special value in high pressure and low temperature environment. If not kept the in-situ low temperature and high pressure, it will cause the microorganism to lose its activity and lead to a waste of resources. A freeze-sediments valve presents a promising solution to maintain the low temperature and high pressure in situ, improve the success rate of sampling and shorten the sampling time. A series of experiments were conducted to characterize the freeze-sediments valve, including the sampling time without leakage, adaptation to different sediments and the effect of the length, etc. Most important of all, temperature change of sediments is observed in all experiments. Experimental results indicated that the freeze-sediments valve was formed in 5 min without leakage and the freeze-sediments valve could be applied to different sediments without limitations on sediments type and mineral content. Considering the pressure retaining capacity and formation time of freeze-sediments valve, it was found that the freeze-sediments valve with a length of 60–80 mm has good pressure retaining capacity whose value was 41.3–48.4 Mpa and short formation time which was 5 min. Precooling the sampler could be used to shorten the sampling time in the actual environment application. This sampling technique can play a vital role in maintaining in-situ low temperature at −2 to −4 ° Celsius in all the experiments. According to the tests, the sampling technique based on the freeze-sediments valve had the potential to solve the problem of keeping in-situ temperature, low sampling success rate and long sampling time in the future.  相似文献   

Beaver dam analogues drive heterogeneous groundwater–surface water interactions     

Jeffrey Wade  Laura Lautz  Christa Kelleher  Philippe Vidon  Julianne Davis  Julio Beltran  Casey Pearce 《水文研究》2020,34(26):5340-5353

Beaver dam analogues (BDAs) are a cost-effective stream restoration approach that leverages the recognized environmental benefits of natural beaver dams on channel stability and local hydrology. Although natural beaver dams are known to exert considerable influence on the hydrologic conditions of a stream system by mediating geomorphic processes, nutrient cycling, and groundwater–surface water interactions, the impacts of beaver-derived restoration methods on groundwater–surface water exchange are poorly characterized. To address this deficit, we monitored hyporheic exchange fluxes and streambed porewater biogeochemistry across a sequence of BDAs installed along a central Wyoming stream during the summer of 2019. Streambed fluxes were quantified by heat tracing methods and vertical hydraulic gradients. Biogeochemical activity was evaluated using major ion porewater chemistry and principal component analysis. Vertical fluxes of approximately 1.0 m/day were observed around the BDAs, as was the development of spatially heterogeneous zones of nitrate production, groundwater upwelling, and anaerobic reduction. Strong contrasts in hyporheic zone processes were observed across BDAs of differing sizes. This suggests that structures may function with size-dependent behaviour, only altering groundwater–surface water interactions after a threshold hydraulic step height is exceeded. Patterns of hyporheic exchange and biogeochemical cycling around the studied BDAs resemble those around natural beaver dams, suggesting that BDAs may provide comparable benefits to channel complexity and near-stream function over a 1-year period.  相似文献   

强震下混凝土剪力墙受弯模拟及测试实验研究          下载免费PDF全文

戴勤友  张正瑞 《地震工程学报》2020,42(2):337-344

为提高混凝土剪力墙受弯性能计算的准确度,开展强震下混凝土剪力墙受弯性能试验研究。选取1个混凝土剪力墙对比试件和3个测试试件作为研究对象,对试件施加垂直荷载和水平荷载,模拟强烈地震作用力。试验前期准备工作完成后,建立分离式有限元模型,通过计算混凝土在受压和受拉状态下的损伤弹塑性刚度,完成对有限元模型中混凝土塑性损伤分析,在此基础上,计算混凝土剪力墙受弯承载力。利用有限元模型对3个测试试件进行模拟试验,结果表明,强烈地震后3个试件的荷载-位移曲线均与实际位移值接近,且混凝土剪力墙受弯承载力试验结果与实际值的误差在2%以内,表明试验研究方法具有一定的可行性,数值模拟结果较为准确。  相似文献   

大规模群桩基础水平承载力效应系数计算研究          下载免费PDF全文

贾鹏  王兰民  杨燕  刘上春 《地震工程学报》2020,42(5):1202-1207

桩基础在水平荷载或地震作用下的承载力计算一直是工程界的一个研究难点，近年来随着建筑、桥梁桩基础的规模大幅增加，基于小规模、小比例尺群桩基础水平承载力试验得出来的结论和计算方法可能会不适应新的计算要求，相关的认识和计算方法需要重新论证和更新。本文针对大规模群桩基础水平承载力效应系数的计算问题，首先对国内外研究进展进行调研，发现现有的规范计算方法可能会高估群桩基础的水平承载力。针对这些问题，对大规模群桩基础的水平承载力效应系数进行有限元数值计算分析，探讨水平承载力效应系数的规律，给出相应的计算方法，并与规范计算方法结果进行对比。本文的研究结果可为相应的工程设计问题提供依据，结果的适用性需要今后进一步的检验。  相似文献