西藏羌北高原多格错仁盐湖中更新世晚期以来的环境演化记录     

李金锁  刘喜方  牛新生  商斌  李国臣 《地质学报》2020,94(10):3130-3143

通过对西藏藏北高原多格错仁盐湖湖岸3101cm高度剖面进行地形地貌、地层沉积特征、矿物学特征及粒度、频率磁化率等气候环境变化指标的分析研究发现，整个剖面反映出大致6个较大的气候变化过程：233. 3kaBP～223. 5kaBP气候波动较大，总体趋势气候趋于干冷，期间出现过两次较温暖气候，之后气候逐渐变冷；在223. 5kaBP～213. 6kaBP总体变化为气温大幅度上升，但在期间有一次较大的相对冷干过程；213. 6kaBP～170kaBP之间总体变化气候趋于变冷，中间有2次明显的气候变暖湿过程及两次冷干过程；170kaBP～117. 1kaBP气候转为明显湿热；117. 1kaBP～75. 6kaBP气候变化趋势明显降低；75. 6kaBP～56. 7kaBP气候又明显上升达到湿热状态。以上气候波动规律与极地冰芯记录及深海氧同位素记录的古气候波动规律有很好的一致性，同时本盐湖区与柴达木盆地察尔汗盐湖区的CH0310钻孔及青海湖南岸二郎剑阶地的 QH 86钻孔所揭示的中更新世晚期以来的气候变化的分析对比，发现西藏羌北的多格错仁盐湖区与青海的察尔汗盐湖区及青海湖湖区在更新世中晚期以来的气候环境变迁存在极好的可比性，说明青藏高原的气候演化在中晚更新世以来基本具有一致性，在时间上的微小超前与滞后具有区域上的细微变化，说明气候变迁在不同的区域又具有各自的独特性。  相似文献   

中国物理海洋学研究70年:发展历程、学术成就概览   总被引：2，自引：2，他引：0  

魏泽勋  郑全安  杨永增  刘克修  徐腾飞  王凡  胡石建  谢玲玲  李元龙  杜岩  周磊  林霄沛  胡建宇  朱建荣  李均益  张正光  侯一筠  刘泽  田纪伟  黄晓冬  管玉平  刘志宇  杨庆轩  赵玮  宋振亚  刘海龙  董昌明  于卫东  连涛  陈朝晖  史久新  雷瑞波  刘煜  于福江  尹宝树  陈戈  王岩峰  李整林  熊学军  汪嘉宁  李晓峰  王永刚 《海洋学报》2019,41(10):23-64

本文概略评述新中国成立70年来物理海洋学各分支研究领域的发展历程和若干学术成就。中国物理海洋学研究起步于海浪、潮汐、近海环流与水团，以及以风暴潮为主的海洋气象灾害的研究。随着国力的增强，研究领域不断拓展，涌现了大量具有广泛影响力的研究成果，其中包括:提出了被国际广泛采用的“普遍风浪谱”和“涌浪谱”，发展了第三代海浪数值模式；提出了“准调和分析方法”和“潮汐潮流永久预报”等潮汐潮流的分析和预报方法；发现并命名了“棉兰老潜流”，揭示了东海黑潮的多核结构及其多尺度变异机理等，系统描述了太平洋西边界流系；提出了印度尼西亚贯穿流的南海分支(或称南海贯穿流)；不断完善了中国近海陆架环流系统，在南海环流、黑潮及其分支、台湾暖流、闽浙沿岸流、黄海冷水团环流、黄海暖流、渤海环流，以及陆架波方面均取得了深刻的认识；从大气桥和海洋桥两个方面对太平洋–印度洋–大西洋洋际相互作用进行了系统的总结；发展了浅海水团的研究方法，基本摸清了中国近海水团的分布和消长特征与机制，在大洋和极地水团分布及运动研究方面也做出了重要贡献；阐明了南海中尺度涡的宏观特征和生成机制，揭示了中尺度涡的三维结构，定量评估了其全球物质与能量输运能力；基本摸清了中国近海海洋锋的空间分布和季节变化特征，提出了地形、正压不稳定和斜压不稳定等锋面动力学机制；构建了“南海内波潜标观测网”，实现了对内波生成–演变–消亡全过程机理的系统认识；发展了湍流的剪切不稳定理论，提出了海流“边缘不稳定”的概念，开发了海洋湍流模式，提出了湍流混合参数化的新方法等；在海洋内部混合机制和能量来源方面取得了新的认识，并阐述了混合对海洋深层环流、营养物质输运等过程的影响；研发了全球浪–潮–流耦合模式，推出一系列海洋与气候模式；发展了可同化主要海洋观测数据的海洋数据同化系统和用于ENSO预报的耦合同化系统；建立了达到国际水准的非地转(水槽/水池)和地转(旋转平台)物理模 型实验平台；发展了ENSO预报的误差分析方法，建立了海洋和气候系统年代际变化的理论体系，揭示了中深层海洋对全球气候变化的响应；初步建成了中国近海海洋观测网；持续开展南北极调查研究；建立了台风、风暴潮、巨浪和海啸的业务化预报系统，为中国气象减灾提供保障；突破了国外的海洋技术封锁，研发了万米水深的深水水听器和海洋光学特性系列测量仪器；建立了溢油、危险化学品漂移扩散等预测模型，为伴随海洋资源开发所带来的风险事故的应急处理和预警预报提供科学支撑。文中引用的大量学术成果文献(每位第一作者优选不超过3篇)显示，经过70年的发展，中国物理海洋学研究培养了一支实力雄厚的科研队伍，这是最宝贵的成果。这支队伍必将成为中国物理海洋学研究攀登新高峰的主力军。  相似文献   

Transient pressure response of fractured horizontal wells in tight gas reservoirs with arbitrary shapes by the boundary element method     

Yu-long Zhao  Shou-chang Xie  Xiao-long Peng  Lie-hui Zhang 《Environmental Earth Sciences》2016,75(17):1220

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中法海洋卫星（CFOSAT）同步观测台风引起的风场和海浪   总被引：2，自引：0，他引：2  

徐莹  刘建强  谢玲玲  孙从容  刘金普  李君益 《海洋学报(英文版)》2019,38(11):158-161

利用中法海洋卫星（CFOSAT）最近观测的风场和海浪场，报道了超强台风玲玲（2019）过境中国近海水域期间台风浪的初步研究结果。结果显示，台风路径右侧风速超过14 m/s大风区的有效波高超过5 m，与理论估算一致。观测主波波长为150 - 180 m，风场为西南向，海浪向东传播。风向和浪向的偏移随台风中心距离增大，接近理论预测。  相似文献   

Time-variant fragility analysis of the bridge system considering time-varying dependence among typical component seismic demands     

Song  Shuai  Qian  Yongjiu  Liu  Jing  Xie  Xiaorui  Wu  Gang 《地震工程与工程振动(英文版)》2019,18(2):363-377

This paper presents a copula technique to develop time-variant seismic fragility curves for corroded bridges at the system level and considers the realistic time-varying dependence among component seismic demands. Based on material deterioration mechanisms and incremental dynamic analysis, the time-evolving seismic demands of components were obtained in the form of marginal probability distributions. The time-varying dependences among bridge components were then captured with the best fitting copula function, which was selected from the commonly used copula classes by the empirical distribution based analysis method. The system time-variant fragility curves at different damage states were developed and the effects of time-varying dependences among components on the bridge system fragility were investigated. The results indicate the time-varying dependence among components significantly affects the time-variant fragility of the bridge system. The copula technique captures the nonlinear dependence among component seismic demands accurately and easily by separating the marginal distributions and the dependence among them.  相似文献   

Preface to the special issue “Tectonics and depositional infilling of western Pacific marginal sea”     

Xie  Xinong  Huang  Chi-Yue  Shao  Lei 《Marine Geophysical Researches》2019,40(2):97-98

Marine Geophysical Research -  相似文献   

Use of four drought indices for evaluating drought characteristics under climate change in Shaanxi,China: 1951–2012     

Rengui Jiang  Jiancang Xie  Hailong He  Jungang Luo  Jiwei Zhu 《Natural Hazards》2015,75(3):2885-2903

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Compressibility and equation of state of beryl (Be3Al2Si6O18) by using a diamond anvil cell and in situ synchrotron X-ray diffraction     

Dawei Fan  Jingui Xu  Yunqian Kuang  Xiaodong Li  Yanchun Li  Hongsen Xie 《Physics and Chemistry of Minerals》2015,42(7):529-539

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Effects of different spatial distributions of physical soil crusts on runoff and erosion on the Loess Plateau in China   总被引：1，自引：0，他引：1       下载免费PDF全文

Pei Lu  Xinli Xie  Linhua Wang  Faqi Wu 《地球表面变化过程与地形》2017,42(13):2082-2089

The response of runoff and erosion to soil crusts has been extensively investigated in recent decades. However, there have been few attempts to look at the effects of spatial configuration of different soil crusts on erosion processes. Here we investigated the effects of different spatial distributions of physical soil crusts on runoff and erosion in the semi‐arid Loess Plateau region. Soil boxes (1.5 m long × 0.2 m wide) were set to a slope of 17.6% (10°) and simulated rainfall of 120 mm h^?1 (60 minutes). The runoff generation and erosion rates were determined for three crust area ratios (depositional crust for 20%, 33%, and 50% of the total slope) and five spatial distribution patterns (depositional crust on the lower, lower‐middle, middle, mid‐upper, and upper slope) of soil crusts. The reduction in sediment loss (‘sediment reduction’) was calculated to evaluate the effects of different spatial distributions of soil crusts on erosion. Sediment yield was influenced by the area ratio and spatial position of different soil crusts. The runoff rate reached a steady state after an initial trend of unsteadily increasing with increasing rainfall duration. Sediment yield was controlled by detachment limitation and then transport limitation under rainfall. The shifting time of erosion from a transport to detachment‐limiting regime decreased with increasing area of depositional crust. No significant differences were observed in the total runoff among treatments, while the total sediment yield varied under different spatial distributions. At the same area ratio, total sediment yield was the largest when the depositional crust was on the upper slope, and it was smallest when the crust was deposited on the lower slope. The sediment reduction of structural crust (42.5–66.5%) was greater than that of depositional crust (16.7–34.3%). These results provide a mechanistic understanding of how different spatial distributions of soil crusts affect runoff and sediment production. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

A numerical study of mechanical behavior of a cement paste under mechanical loading and chemical leaching          下载免费PDF全文

Y. Jia  H.B. Bian  S.Y. Xie  N. Burlion  J.F. Shao 《国际地质力学数值与分析法杂志》2017,41(18):1848-1869

Based on relevant experimental data of a petroleum cement paste under mechanical loading and chemical leaching, an elastic‐plastic model is first proposed by taking into account plastic shearing and pore collapse. The degradation of mechanical properties induced by the chemical leaching is characterized by a chemical damage variable which is defined as the increase of porosity. Both elastic and plastic properties of the cement paste are affected by the chemical damage. The proposed model is calibrated from and applied to describe mechanical responses in triaxial compression tests respectively on sound and fully leached samples. In the second part, a phenomenological chemical model is defined to establish the relationship between porosity change and calcium dissolution process. The dissolution kinetics is governed by a diffusion law taking into account the variation of diffusion coefficient with calcium concentration. The chemical model is coupled with the mechanical model, and both are applied to describe mechanical response of cement paste samples subjected to progressive chemical leaching and compressive stresses. Comparisons between experimental data and numerical results are presented.  相似文献