黑河中游夏季昼夜水汽同位素特征及水汽来源分析          下载免费PDF全文

孟鸿飞  张明军  王圣杰  邱雪  杜铭霞  张亚宁  余秀秀  周苏娥 《干旱区地理》2020,43(2):360-370

基于2012年6~8月的实测水汽同位素数据及相关气象数据，对黑河中游夏季昼夜的同位素基本特征、水汽来源方向及潜在蒸发源地进行了研究。结果表明：空气水汽线斜率白天大于夜晚和水汽过量氘值白天大于夜晚，综合说明白天局地蒸发较夜晚强烈；夏季受西风水汽影响显著。其中，6月主要受西风水汽和北冰洋水汽影响，7、8月主要受西风水汽和东南方向水汽影响，且8月受东南方向水汽影响最为明显；水汽运移路径上下垫面地形和气压带移动会影响水汽后向轨迹高度，西北方向上水汽输送通道较顺畅，风速较大，有利于水汽的输送；水汽蒸发源地主要集中在研究区周围及以东、以北部，其次是西北部。绿洲是主要的水汽蒸发源地，其次是城市和河流，白天较夜晚局地蒸发强烈且面积大。  相似文献   

西南煤系地层山区采动型崩滑灾害研究关键问题     

李军  褚宏亮  李滨  贺凯  高杨 《中国岩溶》2020,39(4):453-466

文章在分析采矿型崩滑灾害发育特征的基础上，得出西南煤系地层山区地下采动型崩滑灾害常发生在层状碳酸盐岩与碎屑岩地层组成的褶皱翼部和核部的陡崖带上，与地形地貌、地层结构与地下采矿工程活动等因素关系密切，并指出薄矿层开采诱发大型山体崩滑灾害的具体过程:①采空后覆岩顶板塌落—覆岩顶板离层，采空区上覆岩层内部及层间自下而上应力传递；②地下水运移通道形成，并加快更大范围岩体结构破坏及扩展，加速了岩体结构面的松动与破坏；③上覆岩层不均匀沉降导致坡脚压裂，山体大型岩体结构面逐渐拉剪或压剪变形扩展，最终山体发生累积损伤与大规模崩滑灾害。此外，传统经验公式的计算方法对此类采矿型崩滑灾害已不适用，建议开展西南煤系地层山区地质结构与地下采动诱发崩滑灾害的相互作用关系、薄矿层采空区上部山体累积断裂损伤—岩体松动、裂隙扩展-岩溶管道流、裂隙流变化的链式响应机制、地下采动型崩滑灾害评价方法等关键科学问题的研究，以推动采矿型地质灾害防灾减灾工作的发展。   相似文献   

中国重点产业创新产出时空分异及影响因素     

王彬燕  王士君  田俊峰  浩飞龙 《地理研究》2019,38(2):259-272

采用Mann-Kendall、Theil指数、空间马尔科夫链等方法,对1994-2014年中国十大重点产业创新产出时空演化进行分析,并对创新发展空间分异成因进行了探讨。研究表明：① 研究期内,中国重点产业创新产出分为两个时段,成果呈指数型增长;② 创新产出差异先增后减,东、中、西、东北板块间差异小于板块内部,创新产出发展呈现出传染扩散与等级扩散的双重特征;③ 邻域环境影响创新发展,创新产出水平发生类型转移的单元集中在东、中部地区,且活跃度不断提升;④ 经济社会与政策条件、高等教育基础条件对重点产业创新发展有明显的正向驱动作用,而工业化程度影响微弱,未来加强对高等教育基础与智力资本的投入可进一步增强重点产业创新发展竞争力。  相似文献   

A critical zone observatory dedicated to suspended sediment transport: The meso-scale Galabre catchment (southern French Alps)     

Cédric Legout  Guilhem Freche  Romain Biron  Michel Esteves  Oldrich Navratil  Guillaume Nord  Magdalena Uber  Thomas Grangeon  Nico Hachgenei  Brice Boudevillain  Céline Voiron  Lorenzo Spadini 《水文研究》2021,35(3):e14084

The 20 km² Galabre catchment belongs to the French network of critical zone observatories (OZCAR; Gaillardet et al., Vadose Zone Journal, 2018, 17(1), 1–24). It is representative of the sedimentary lithology and meteorological forcing found in Mediterranean and mountainous areas. Due to the presence of highly erodible and sloping badlands on various lithologies, the site was instrumented in 2007 to understand the dynamics of suspended sediments (SS) in such areas. Two meteorological stations including measurements of air temperature, wind speed and direction, air moisture, rainfall intensity, raindrop size and velocity distribution were installed both in the upper and lower part of the catchment. At the catchment outlet, a gauging station records the water level, temperature and turbidity (10 min time-step). Stream water samples are collected automatically to estimate SS concentration-turbidity relationships, allowing quantification of SS fluxes with known uncertainty. The sediment samples are further characterized by measuring their particle size distributions and by applying a low-cost sediment fingerprinting approach using spectrocolorimetric tracers. Thus, the contributions of badlands located on different lithologies to total SS flux are quantified at a high temporal resolution, providing the opportunity to better analyse the links between meteorological forcing variability and watershed hydrosedimentary response. The set of measurements was extended to the dissolved phase in 2017. Both stream water electrical conductivity and major ion concentrations are measured each week and every 3 h during storm events. This extension of measurements to the dissolved phase will allow progress in understanding both the origin of the water during the events and the partitioning between particulate and dissolved fluxes of solutes in the critical zone. All data sets are available at https://doi.osug.fr/public/DRAIXBLEONE_GAL/index.html .  相似文献   

2013年南斯科舍海岭M_W7.8地震的多点震源机制反演          下载免费PDF全文

张喆  许力生 《地球物理学报》2020,63(8):2978-2998

2013年11月17日，在南极南奥克尼群岛北、南极板块与斯科舍板块之间发生了一次M_W7.8级地震（2013年南斯科舍海岭M_W7.8地震），我们利用全球分布的长周期和宽频带地震记录反演确定了这次地震随时间和空间变化的震源机制，验证了提出的一种多点震源机制反演的新方法.首先利用长周期记录的W震相反演了这次地震的矩心矩张量解并利用体波提取了视震源时间函数，同时利用台阵反投影技术从宽频带记录中获得了这次地震的高频源的时空分布，然后基于矩心矩张量解、视震源时间函数以及高频源的时空分布，实现了采用新方法对2013年南斯科舍海岭M_W7.8地震的多点震源机制反演.矩心矩张量解表明，地震矩心在44.50°W/60.18°S，矩心深度19 km，半持续时间49 s，释放标量地震矩4.71×10²⁰ N·m，发震断层走向104°，倾角54°，滑动角8°.视震源时间函数清楚地揭示了地震矩随时间变化的方位依赖性，总体上可以将时间过程分为前60 s和后50 s两个阶段，但前60 s可细分为两次子事件.根据台阵反投影结果，这次地震为沿海沟从西到东的单侧破裂，破裂长度达311 km，可以分为5次子事件，能量释放的峰值点依次为13 s、30 s、51 s、64 s和84 s，平均破裂速度分别为0.6 km·s^-1、2.6 km·s^-1、2.3 km·s^-1、2.8 km·s^-1和3 km·s^-1.多点震源机制反演显示，5次子事件的矩震级分别为M_W7.57，M_W7.48，M_W6.80，M_W7.53和M_W7.08，半持续时间依次为21 s，17 s，6 s，16 s和8 s，走向分别为95°，105°，81°，98°和98°，倾角依次为57°，49°，86°，46°和64°，滑动角-9°，1°，-17°，13°和-4°.这些在震源机制、能量释放以及持续时间方面的变化都是当地构造和应力环境复杂性的反映.  相似文献   

Progress in the Research on the Impact of Wind Farms on Climate and Environment     

Junxia Jiang  Liwei Yang  Zhenchao Li  Xiaoqing Gao 《地球科学进展》2019,34(10):1038-1049

Wind power has become one of the fastest growing renewable energy. With the large-scale deployment of wind farms in the world, people have started to pay attention to the impact of wind farms on the ecological environment and climate. This paper summarized the impact of wind farms on climate and ecological environment by investigating relevant literature: In the areas of wind farms, on the one hand, the set-up of wind turbines changes original aerodynamic roughness height and strengthens the dragging of the land surface against turbulence, directly affecting the turbulent motion of the boundary layer, resulting in the changes of intensity and pattern of material energy and water vapor exchange between land surface and near-surface atmosphere, further affecting the atmospheric circulation and climate. On the other hand, wind turbines convert the majority of the wind kinetic energy into electric energy, which produces the wake effect of the wind turbine. The budget patterns and spatial and temporal distribution of large-scale kinetic energy in the boundary layer are changed correspondingly, generating changes in various fluxes (heat flux, water vapor flux, etc.) in the atmosphere, which affect temperature, precipitation, and wind speed. Generally, the warming or cooling effect of wind farms on the near-surface is related to the stability of atmosphere. However, simulations in the global climate model showed that the average impact of wind farms on global climate is small, much smaller than the expected changes in greenhouse gas emissions and the interannual changes in natural climate.Wind power emits almost no carbon dioxide and pollutants. Compared with other traditional energy sources, it reduces water consumption but may generate some negative ecological impacts such as animal habitats, bird collisions, and noise, vision impact. However, some measures can be taken to mitigate these adverse effects.  相似文献   

考虑支座滑移及挡块破坏的中小跨径梁桥地震易损性研究     

宋帅  王帅  吴刚 《震灾防御技术》2019,14(4):781-789

从板式橡胶支座及混凝土挡块抗震设计角度，以一座典型的3跨预应力混凝土连续梁桥为例，结合概率地震需求分析及桥墩、支座等抗震关键构件极限破坏状态，建立不同支座及挡块分析模型的中小跨径梁桥地震易损性曲线，研究考虑支座滑移效应及挡块破坏的中小跨径梁桥的易损性特征。研究结果表明:不考虑橡胶支座的滑移效应及混凝土挡块破坏，桥墩地震破坏概率明显增大，且会低估支座破坏概率；桥梁系统易损性受支座破坏状态的影响显著，需设置合理的限位装置；在中小跨径梁桥地震易损性分析中，考虑支座的滑移效应及混凝土挡块的破坏十分必要。  相似文献   

Sources of pollution and distribution of Pb,Cd and Hg in Wrocław soils: Insight from chemical and Pb isotope composition     

《Chemie der Erde / Geochemistry》2019,79(3):434-445

Human activities in cities affect properties of urban soils. In particular, urban soils often contain high contents of harmful metals even in deeper horizons added to them from diverse sources over centuries of the city development. This is reflected in complex distribution of metals in bulk soils with depth and the complex metal fractionation, but the exact sources of the metals are difficult to identify. This is also the situation in soils from Wroclaw, one of the largest cities in Poland. Potentially harmful elements Pb, Cd and Hg were examined in six profiles located along the major communication route and compared to two non-urban soils profiles located close to the same route. In all of the urban profiles, Pb and Cd exceeded the element contents observed in non-urban profiles and showed an erratic distribution compared to the more predictable one in non-urban soils. The differences between urban and non-urban profiles were explained as the result of contamination coming from more pollution sources in the case of urban soils, the conclusion supported by Pb isotope analyses. In fact, Pb isotopes showed that the contamination sources in urban soils included leaded petrol, coal combustion, smelting and possibly old pre-industrial ore processing, whereas leaded petrol and pre-industrial lead were the only possible anthropogenic sources in non-urban soils. The comparison of Wrocöaw soils with those from cities of comparable size Kraków and Poznań show similar ranges of metal contents with implication that urban pollution oversteps diverse geogenic chemical background. On the other hand, the comparison with other European cities show large variability in metal contents and suggest that urban soils contamination is time integrated and reflects long-term industrial evolution of each country.  相似文献   

滇西镇康放羊山Cu-Pb-Zn多金属矿床流体包裹体和C-O同位素研究     

陈伟  邓明国  耿齐卫  管申进  孔志岗  贾祯  张海 《岩石矿物学杂志》2020,39(6):780-794

滇西镇康放羊山Cu-Pb-Zn多金属矿床是保山地块发现的首个富铜的铅锌多金属矿床。为探讨其成矿流体来源和矿床成因，对该矿床开展了流体包裹体和C-O同位素研究。结果表明，阶段Ⅱ主要发育富液相包裹体，均一温度和盐度（NaCl_eq，质量分数）集中在240～300℃和8.0%～18.0%；阶段Ⅲ以含CO₂和子矿物包裹体为特征，均一温度和盐度的两个峰值为360～400℃、16.0%～24.0%和240～320℃、4.0%～14.0%；阶段Ⅳ以富液相和纯液相包裹体为主，均一温度和盐度降低至220～340℃和8.0%～14.0%。C-O同位素分析结果（δ¹³C_V-PDB值为-5.88‰~-2.37‰，δ¹⁸O_V-SMOW值为8.18‰~12.79‰）显示成矿流体主要来源于岩浆热液，在迁移过程中受到围岩溶解作用的影响。综合研究认为，放羊山矿床阶段Ⅱ和阶段Ⅲ的成矿流体主要来源于大陆碰撞形成的中高温、中高盐度、富CO₂岩浆热液，在阶段Ⅲ晚期和阶段Ⅳ受到中低温、低盐度大气降水的影响；矿床为受构造控制明显的中高温热液矿床，预测在矿区深部有望找到矽卡岩型矿体。  相似文献   

Test and analysis of reinforced concrete (RC) precast shear wall assembled using steel shear key (SSK)     

Shao-Dong Shen  Peng Pan  Qi-Song Miao  Wen-Feng Li  Run-Hua Gong 《地震工程与结构动力学》2019,48(14):1595-1612

Reinforced concrete (RC) precast shear walls are extensively applied in practical engineering, owing to their fast construction speed. However, because of the transport conditions, RC precast shear walls have to be separated into small wall segments during the factory prefabrication procedure before being assembled on site. Typically, wet-type jointing methods are adopted to link the segments, which is time-consuming and results in unreliable post-pouring area strength. To overcome this problem, the novel scheme of the steel shear key (SSK) featuring steel shear panels and combined fillet and plug welding is proposed. Three RC precast shear wall specimens with different linking strength, termed as weakened SSK wall, standard SSK wall, and strengthened SSK wall, respectively, and an integrated shear wall specimen were designed. Quasi-static cyclic loading was applied to investigate the specimens' dynamic properties. The test results suggest the prefabricated wall segments equipped with SSKs showed reliable stiffness and bearing capacity and were improved in energy dissipation ability, compared with conventional shear walls. As the shear stiffness and number of equipped SSKs increased, the specimens exhibited higher strength, but their ductility and energy dissipation were slightly decreased. Most importantly, the standard SSK wall specimen could achieve satisfactory bearing capacity and deformability and is thus recommended for precast building structures. Finite element method (FEM) models were established to validate the test results, and parametric study analysis was conducted based on the coupling ratio of the SSK walls. Finally, an appropriate coupling ratio range is recommended for practical engineering applications.  相似文献