Acceleration of vegetation dynamics in hydrologically connected wetlands caused by dam operation     

Lilin Zheng  Jinying Xu  Dandan Wang  Guoyu Xu  Zhiqiang Tan  Ligang Xu  Xiaolong Wang 《水文研究》2021,35(2):e14026

The dynamic responses of wetlands to upstream water conservancy projects are becoming increasingly crucial for watershed management. Poyang Lake is a dynamic wetland system of critical ecological importance and connected with the Yangtze river. However, in the context of disturbed water regime in Poyang Lake resulting from human activities and climate change, the responses of vegetation dynamics to the Three Gorges Dam (TGD) have not been investigated. We addressed this knowledge gap by using daily water level data and Landsat images from 1987 to 2018. Landsat images were acquired between October and December to ensure similar phenological conditions. Object-oriented Artificial Neural Network Regression for wetland classification was developed based on abundant training and validation samples. Interactions between vegetation coverage and water regimes pre and post the operation of the TGD were compared using classification and regression trees and the random forest model. Since the implementation of the TGD in 2003, Poyang Lake has become drier, especially during the dry season. A more rapid plant growth rate was observed post TGD (44.74 km² year⁻¹) compared to that of the entire study period (12.9 km² year⁻¹). Average water level for the antecedent 20 days most significantly affected vegetation before 2003, whereas average water level for the antecedent 5 or 10 days was more important after 2003. The impoundment of the TGD after the flood season accelerated the drawdown processes of Poyang Lake, and the rapidly exposed wetlands accelerated vegetation expansion during the dry seasons, resulting in shrinkage and degradation of the lake area. This study deepens our knowledge of the influences of newly developed dams on lakes and rivers.  相似文献   

Torsional dynamic response of a large‐diameter pipe pile in viscoelastic saturated soil     

Changjie Zheng  Hanlong Liu  Xuanming Ding  Yaru Lv 《国际地质力学数值与分析法杂志》2014,38(16):1724-1743

An analytical solution is developed in this paper to investigate the dynamic response of a large‐diameter end‐bearing pipe pile subjected to torsional loading in viscoelastic saturated soil. The wave propagation in saturated soil and pile are simulated by Biot's two‐phased linear theory and one‐dimensional elastic theory, respectively. The dynamic equilibrium equations of the outer soil, inner soil, and pile are established. The solutions for the outer and inner soils in frequency domain are obtained by Laplace transform technique and the separation of variables method. Then, the dynamic response of the pile is obtained on the basis of the perfect contacts between the pile and the outer soil as well as the inner soil. The results in this paper are compared with that of a solid pile in elastic saturated soil to verify the validity of the solution. Furthermore, the solution in this paper is compared with the classic plane strain solution to verify the solution further and check the accuracy of the plane strain solution. Numerical results are presented to analyze the vibration characteristics and illustrate the effect of the soil parameters and the geometry size of the pile on the complex impedance and velocity admittance of the pile head. Finally, the displacement of the soil at different depth and frequency is analyzed. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

新疆柯坪大湾沟中、上奥陶统旋回地层学研究及其地质意义     

马雪莹  卢远征  樊茹  邓胜徽 《地层学杂志》2021,45(1):29-37

通过对新疆柯坪地区中、上奥陶统萨尔干组和坎岭组高分辨率磁化率数据进行旋回地层学研究,识别出405kyr 长偏心率,111 kyr 短偏心率,38.6kyr、34.1 kyr 和31.0kyr 斜率,以及21.8kyr、20.2 kyr、18.5 kyr 和18.2 kyr岁差旋回,其中斜率信号突出.滤波结果显示萨尔干组和坎岭组记录了 13个405 kyr长偏心率沉积旋回.通过天文校准得出萨尔干组的沉积时限是～2.63 Myr,沉积速率为4.94 m/Myr;坎岭组的沉积时限是～2.64 Myr,沉积速率为5.30m/Myr.萨尔干组滞流盆地相页岩比坎岭组陆棚灰岩沉积速率低.研究层段的0.16-0.17 m沉积旋回信号明显,表明地轴斜率是研究区中、晚奥陶世重要的气候驱动因子.旋回地层学研究结果还赋予生物化石带地质时代意义,大湾沟剖面所产牙形石带Eoplacognathus suecicus、Pygodus serra、Pygodus anserinus、Baltoniodus variabilis 和 Baltoniodus alobatus 的综合延续时限大于5.27 Myr;所产笔石带 Pterograptus elegans、Glossograptus hincksii、Nemagraptus gracilis 和 Corynoides americanus 的综合延续时限为～5.27 Myr.  相似文献   

Field test research on post-grouting effect for super-long cast-in-place bored pile in thick soft foundation     

Cui  Yun-liang  Qi  Chang-guang  Zheng  Jin-hui  Wang  Xin-quan  Zhang  Shi-min 《Geotechnical and Geological Engineering》2021,39(7):4833-4842

Geotechnical and Geological Engineering - The field static load test method was adopted for two test piles in a project in Zhejiang area of China, analyze the effect of post-grouting technique on...  相似文献   

基于计算流体力学的寒区土壤水热耦合模型研究   总被引：1，自引：0，他引：1  

胡锦华  陆峥  仝金辉  李小雁  刘绍民  杨晓帆 《冰川冻土》2021,43(4):948-963

土壤水文过程（水分运移和传热）及其对气候变化的响应是寒区水文学的前沿问题。然而,冻土的存在使得寒区土壤水文过程变得极其复杂。此外,寒区自然环境恶劣,较难获取长时间序列和高分辨率的野外观测资料。近年来,充分利用已有的观测数据,构建寒区土壤水热耦合模型,并开展相应的数值模拟研究,已成为理解寒区土壤水文物理过程,揭示其动力学机制的重要途径。基于寒区土壤水文物理过程和计算流体力学方法,构建了高分辨率、适用于完全饱和状态下的寒区土壤水热耦合模型,且自主研发了相应的数值求解器和软件包。随后,通过一系列完全饱和状态下的验证算例,如经典的一维传热方程解析解、被广泛应用的二维基准测试算例和室内土柱冻结实验等,对已构建的模型进行了系统的检验。模型模拟结果与解析解、基准算例的结果以及实验数据相比,均有较好的一致性,表明该模型较为准确且高效地模拟了寒区土壤在完全饱和状态下的水分运移和传热过程,尤其能够精细刻画冻土水-冰相态变化等关键过程,有望成为研究寒区土壤水文过程的有力工具。  相似文献   

江西大湖塘矿田两期岩浆作用与钨成矿的关系:来自锆石矿物地球化学的证据   总被引：1，自引：0，他引：1  

李宏伟  赵正  陈振宇  郭娜欣  甘加伟  李小伟  尹政 《岩石学报》2021,37(5):1508-1530

大湖塘矿田是我国新发现的世界级钨多金属矿产资源基地,位于江南造山带中段,地处九岭山脉北部的武宁、修水、靖安三县交界区域,面积约500km~2,储藏着近二百万吨WO_3资源(伴生Cu和Mo)。该区以晋宁期花岗岩类的大面积出露为特色,而燕山期花岗岩为全隐伏,前者作为矿田最主要的细脉-浸染型白钨矿的赋存载体,后者则在成岩时代上与钨成矿时间基本一致。两期岩浆岩对区内大规模钨成矿作用的贡献问题,及其内在成因联系问题具有重要的研究意义。本文在矿田地质和岩石地球化学研究基础上,以锆石的矿物地球化学研究为切入点,对晋宁期和燕山期花岗岩类的年代学、Hf同位素、微量元素特征进行系统的对比研究。结果显示,大湖塘矿田石门寺花岗岩成岩时代为147.7Ma、靖安钨矿成矿时代为134.9Ma、赋矿花岗岩成岩时代为815.8Ma,两个时代的岩浆岩均为过铝质S型花岗岩系列;更有意义的是,燕山期花岗岩(石门寺)中发现多颗继承锆石,且继承锆石与晋宁期岩浆锆石具有相近的Hf同位素和微量元素组成,这指示燕山期花岗岩与晋宁期花岗岩具有亲缘关系,包括晋宁期花岗岩在内的中新元古代基底岩石可能参与了该区中生代花岗岩的源区重熔。锆石微量元素特征表明,这两期重熔的岩浆结晶温度都在700℃左右,经历了低氧逸度、水近饱和条件下的熔融。晋宁期花岗岩富含W、Ca等成矿所需元素,在中生代华南岩石圈地幔上涌导致的中上地壳大规模熔融的背景下,燕山期岩浆期后含矿热液与晋宁期花岗岩围岩发生交代,成为本区大型白钨矿为主的钨多金属矿床形成的必要条件。  相似文献   

The first Surijokocixiidae (Insecta: Hemiptera: Fulgoromorpha) from the Triassic of China     

Qianqi Zhang  Jacek Szwedo  Daran Zheng  Bo Wang  Haichun Zhang 《Proceedings of the Geologists' Association. Geologists' Association》2021,132(2):199-206

A planthopper originally assigned to the genus Boreocixius in Surijokocixiidae (Surijokocixioidea, Fulgoromorpha) from the Ladinian (Middle Triassic) of Tongchuan in Shaanxi, northwestern China is described as Boreocixius tongchuanensis Zhang et al. sp. nov. As the third species ascribed to the genus, it differs from its congeners in having the much larger tegmen with postnodal veinlets and pigmented bands, providing new morphological information for Boreocixius. The establishment of the new species further increases the diversity of Boreocixius and Surijokocixiidae as well.  相似文献   

基于SBAS- InSAR技术的西藏雄巴古滑坡变形特征   总被引：2，自引：0，他引：2  

闫怡秋  郭长宝  张永双  张绪教  郑岳泽  李雪  杨志华  吴瑞安 《地质学报》2021,95(11):3556-3570

大型古滑坡及其强变形和复活灾害日益频发,已造成重大灾害事件和严重损失.古滑坡的发育、变形影响因素多、机理复杂和识别难度大,本文采用SBAS-InSAR技术,结合遥感解译,获取了金沙江西岸雄巴村古滑坡2017年10月至2020年6月间的地表变形特征.研究表明,雄巴古滑坡方量巨大,可达2.6×108～6×108 m3,根据InSAR形变监测结果,滑坡前缘发育H1和H2等2个大型强变形区,变形级别分为4级:极强变形区(-132.1 mm/a≤VLOS＜-58.5 mm/a)、强变形区(-58.5 mm/a≤VLOS＜-20.3 mm/a)、中等变形区(-20.3 mm/a≤VLOS＜l.8 mm/a)和弱变形区(1.8 mm/a≤VLOS＜55.4 mm/a);其中H1变形区,最大累计变形量达203.8 mm,H2变形区变形量达302.1 mm.受金沙江河流侵蚀,特别是上游75 km的2018年10月和11月白格2次滑坡-堵江-溃坝-泥石流/洪水灾害链对雄巴古滑坡坡脚的侵蚀,加剧了雄巴古滑坡的变形,其中H1变形区的蠕滑速率是白格滑坡灾害链发生前的14～16倍,灾害链引起H2区发生变形,雄巴古滑坡整体呈现牵引式复活状态.基于SBAS-InSAR的形变监测结果得到了野外的验证,目前H1变形区前缘出现局部垮塌,滑体中横向和竖向裂缝发育,局部呈现拉张状态.雄巴古滑坡目前呈现持续变形中,部分地段为加速变形,雄巴古滑坡发生大规模复活将导致堰塞金沙江-溃坝-泥石流灾害链,应加强雄巴古滑坡的空—天—地一体化监测预警,为该区正在规划建设的重大工程和流域性地质安全风险提供技术支撑和科学依据.  相似文献   

Study on Monitoring Technology of Surrounding Rock in Deep Layered Roadway Based on Constant Resistance and Large Deformation Bolt     

Hou  Dinggui  Zheng  Xinyu  Fu  Xu 《Geotechnical and Geological Engineering》2021,39(5):3903-3916

Geotechnical and Geological Engineering - The stability monitoring of surrounding rock in layered roadway is an important method to ensure the safety of deep mining coal mine. In view of the actual...  相似文献   

从反射地震剖面认识龙门山断裂带彭灌杂岩深部结构          下载免费PDF全文

于明羽  于常青  瞿辰  王琪  曾祥芝  田镇瑜  郑晓杰 《地球科学》2021,46(5):1737-1748

彭灌杂岩位于龙门山断裂带中段,是龙门山区域地质构造重要组成部分.通过对一条穿过彭灌杂岩中部的深地震反射剖面进行分析解释,描述该区域彭灌杂岩深部结构特征及形成机制.地震反射剖面分析表明彭灌杂岩在纵深上存在分层结构,且彭灌杂岩存在底界面,在该区域表现出无根特征,参考岩体层倾向推断原岩应来自现位置西北方向更深部;同时剖面能量图上映秀-北川深部断裂位置发育在彭灌杂岩体不同分层间隙,未破坏彭灌杂岩主岩体深部结构,彭灌杂岩体浅部的断层发育与龙门山地表断裂系统一致,表明彭灌杂岩成岩时间早于龙门山构造运动;综合岩性及成岩时间推断彭灌杂岩源于现有位置的西北方向大陆基底,由印支期板块运动中松潘陆块基底物质多期次上涌形成,并在喜山运动期受到西北方向应力推覆隆起到达目前位置.   相似文献