Comprehensive analyses of the initiation and landslide-generated wave processes of the 24 June 2015 Hongyanzi landslide at the Three Gorges Reservoir,China   总被引：1，自引：1，他引：0  

Jia-wen Zhou  Fu-gang Xu  Xing-guo Yang  Yu-chuan Yang  Peng-yuan Lu 《Landslides》2016,13(3):589-601

Reservoir landslides pose a great threat to shipping safety, human lives and properties, and the operation of the hydropower station. In this paper, the 24 June 2015 Hongyanzi landslide at the Three Gorges Reservoir is considered as an example to study the initiation mechanism and landslide-generated wave process of a reservoir landslide. The finite difference method and limit equilibrium analysis are used to analyze the deformation and failure characteristics of the Hongyanzi slope. Simulation results show that a large deformation (about 358 mm) happens in the shallow deposits under intermittent rainfall condition, and the slope is in a limit state. At the same time, continuous rapid drawdown of the water level (about ?0.55 m/day during 8–24 June 2015) reduced the support and accelerated the drainage of the water for the bank slope. A coupling effect of intermittent rainfall and rapid drawdown of the water level was the triggering factor of the 24 June Hongyanzi landslide. Landslide-generated wave process was simulated using a fluid–solid coupling method by integrating the general moving object collision model. Simulation results show that the landslide-generated wave is dominated by the impulse wave, which is generated by sliding masses entering the river with high speed. The maximum wave height is about 5.90 m, and the wave would decay gradually as it spreads because of friction and energy dissipation. To prevent reservoir landslides, the speed for the rising or drawdown of the water level should be controlled, and most importantly, rapid drawdown should be avoided.  相似文献   

Dynamical evolution properties of debris flows controlled by different mesh-sized flexible net barriers     

Miao Huo  Jia-wen Zhou  Xing-guo Yang  Hong-wei Zhou 《Arabian Journal of Geosciences》2018,11(16):465

Because the flexible net barrier is a gradually developed open-type debris-flow counter-measure, there are still uncertainties in its design criterion. By using several small-scale experimental flume model tests, the dynamical evolution properties of debris flows controlled by large and small mesh-sized (equal to D₉₀ and D₅₀, respectively) flexible net barriers are studied, including the debris flow behaviors, segregation, and permeability of sediments, as well as the energy absorption rates and potential overtopping occurring when debris flows impact the small mesh-sized one. Experimental results reveal that (a) two sediment deposition patterns are observed depending on variations in debris flow textures and mesh sizes; (b) the aggregation against flexible net barriers is dominated by flow dynamics; (c) the segregation and permeable functions of the barrier are determined by the mesh size, concentration, and flow dynamics; and (d) the smaller mesh-sized flexible net barrier tends to be more efficient in restraining more turbulent debris flows and can absorb greater rate of kinematic energy, and finally, the great kinematic energy dissipation that occurs when secondary debris flows interact with the post-deposits in front of the small mesh-sized flexible net barrier is believed to cause the failure of overtopping phenomenon. The mesh size is concluded to be the decisive parameter that should be associated with debris flow textures to design the control functions of flexible net barriers.  相似文献   

中国东部夏季降水与气温的联合EOF分析     

郑金新  黎洛丝  郑嘉雯  郑菲菲 《广东气象》2019,41(2):9-14

采用JEOF等方法分析中国东部夏季降水和气温的协同变化时空分布特征,结果表明:当时间系数为正时,第1典型场降水型态从北向南(下同)呈"++-"分布,气温表现为冷异常,500 hPa回归场在中纬度地区呈显著低压异常,SST回归场表现为太平洋海域呈西北-东南的分布;第2典型场降水呈"+-"分布,气温则呈"-+"分布;第3典型场降水分布呈中间型,气温场呈"-+"分布。  相似文献   

Effect of Freeze-Thaw Cycles on Mechanical Properties and Permeability of Red Sandstone under Triaxial Compression   总被引：1，自引：1，他引：0  

YU Jin  CHEN Xu  LI Hong  ZHOU Jia-wen  CAI Yan-yan 《山地科学学报》2015,(1):218-231

Geological disasters will happen in cold regions because of the effects of freeze-thaw cycles on rocks or soils, so studying the effects of these cycles on the mechanical characteristics and permeability properties of rocks is very important. In this study,red sandstone samples were frozen and thawed with 0,4, 8 and 12 cycles, each cycle including 12 h of freezing and 12 h of thawing. The P-wave velocities of these samples were measured, and the mechanical properties and evolution of the steady-state permeabilities were investigated in a series of uniaxial and triaxial compression tests. Experimental results show that, with the increasing of cyclic freeze-thaw times, the P-wave velocity of the red sandstone decreases. The number of freeze-thaw cycles has a significant influence on the uniaxial compressive strength, elastic modulus, cohesion, and angle of internal friction. The evolution of permeability of the rock samples after cycles of freeze-thaw in a complete stress-strain process under triaxial compression is closely related to the variation of the microstructure in the rock. There is a highly corresponding relationship between volumetric strain and permeability with axial strain in all stages of the stress-strain behaviour.  相似文献   

Assessment of the Excavation-Damaged Zone in a Tall Rock Slope Using Acoustic Testing Method     

Jia-wen Zhou  Xing-guo Yang  Hui-ge Xing  Yu-feng Xue  Gang He 《Geotechnical and Geological Engineering》2014,32(4):1149-1158

During slope excavation, high stresses can become concentrated in the rock mass because of stress redistribution. Failure of the rock mass creates an excavation-damaged zone (EDZ) in the slope. The damage reduces the acoustic wave velocity in the rock mass. Results of field tests measuring acoustic wave velocity at the Jinping I Hydropower Station are used here to study the EDZ in a tall rock slope. Two acoustic testing methods were adopted in the field tests: single-hole acoustic testing (SAT) and cross-hole acoustic testing (CAT). The acoustic wave velocity was lower in the EDZ, and the depth of the EDZ increased with decreasing slope elevation. Statistical analysis shows that the acoustic wave velocity obtained by the SAT method is larger than that obtained by the CAT method, and the relative difference between the SAT- and CAT-derived velocities is lower for a high quality rock mass than for a low quality rock mass. The integrity ratio and severity of damage can also be determined by acoustic wave velocity test results, revealing that the integrity ratio and elastic modulus of a rock mass are reduced in the EDZ.  相似文献   

绳索取心钻进技术在松散盐岩地层中的应用探讨          下载免费PDF全文

李金锁  张少林  刘江  张佳文 《探矿工程》2015,42(7):5-9

地质岩心钻探中,岩心采取率一直是地质找矿、地学科研工作者重点关注的对象,也是岩心钻探重要的考核指标。传统的钻探取心方法在松散、软弱、含盐地层,特别是含易溶盐地层的取心质量不佳;绳索取心钻探在完整地层取心效果较为理想,同时可大大提高劳动生产率、降低劳动强度,而对于松散、软弱地层,其取心难度比起传统钻探有时更为复杂。通过柴达木盆地达布逊干盐湖科学钻探工程,对钻遇的地表层、松散地层如何采取技术方法提高岩心采取率进行了探索和研究。实践证明,通过改善冲洗液性能、改进取心卡簧特性及钻头出水方式3个方面技术措施,可大大提高绳索取心钻进在松散、软弱、弱固结、含盐地层的岩心采取率,由改进前的平均30%提高为平均96%。  相似文献   

江苏省开发区土地集约利用的分层线性模型实证研究   总被引：5，自引：1，他引：4  

赵小风  黄贤金  钟太洋  彭佳雯  赵雲泰  吕晓 《地理研究》2012,31(9):1611-1620

本文构建了分层线性模型以揭示不同层次因素对工业用地集约利用的影响。研究表明,开发区土地集约度的差异有63.96%是开发区本身的差异造成的,有36.04%是区域之间的差异造成的;开发区成立年限、开发区入驻企业数量和开发区土地政策强度在区域之间存在明显的变异,开发区区位和开发区级别对开发区土地集约度的关系不依赖于区域环境的变化;区域工业产值和区域城市化率两个变量对开发区成立年限和开发区土地集约度的正向关联影响不显著;区域工业产值会强化开发区入驻企业数量和开发区土地集约度之间的正向关联,而区域城市化率则弱化了开发区入驻企业数量和开发区土地集约度之间的正向关联;开发区土地政策强度和开发区土地集约度之间的正向关系受区域工业产值的影响不大,而区域城市化率会强化开发区土地政策强度和开发区土地集约度之间的正向关系;区域层次变量解释了18.18%的开发区入驻企业数量与开发区土地集约度之间的相关,解释了11.27%的开发区土地政策强度与开发区土地集约度之间的相关。  相似文献   

东南极冰盖内陆深处几个雪坑离子浓度的初步研究   总被引：1，自引：1，他引：0  

任贾文  孙俊英  秦大河  效存德 《冰川冻土》2004,26(2):135-141

对南极中山站-Dome A断面距海岸800～1 100 km(海拔2 850～3 760 m)的内陆深处3个雪坑进行了雪层剖面观测和雪样化学分析.氧同位素、可见层位特征与主要阴、阳离子浓度的剖面对比分析表明, 同位素季节变化信号不明显, 而太阳辐射冰壳与某些离子(如Na 、 Cl-等)浓度变化有较好的对应.研究区域主要的几种离子如Na 、 Cl-和SO2-4等与东南极内陆其它区域雪坑中的相似, 但NO-3和NH 4有较大差异.在高原中心区域, NO-3沉积后很大部分又逸散返回大气, 因而雪层中平均浓度很低但表面处的浓度却异常地高.在海拔2 850 m处, 各种离子的浓度随深度增加而增加, 在海拔3 750 m处则为相反趋势, 在海拔3 380 m处趋势不明显.如果离子沉降速率保持不变, 这种特征意味着近20 a来降雪积累速率在高原中心区域为减少趋势, 在海拔较低的区域则为增加趋势.在所有雪坑中, Na 和Cl-具有非常好的正相关性, Cl-/Na 为1.24～1.61, 略高于海水中的值(1.168), 说明Cl-虽然主要来源与于海盐, 但仍有一小部分为其它来源.非海盐SO2-4在不同雪坑中显示出不同特征, 对其是否能指示火山喷发等问题还有待于进一步探讨.  相似文献   

基于快速行进迎风线性插值的微震定位算法研究     

蒋若辰  徐奴文  戴峰  周家文 《岩土力学》2019,40(9):3697-3708

准确的微震定位方法是微震监测技术进行岩体稳定性分析的基础,而初至波走时计算方法是决定微震定位精度重要因素之一。引入一种由快速行进法(fast marching methods, FMM)与线性插值射线追踪法(LTI ray tracing)改进而来的线性插值算法,实现了在复杂岩体中相对准确的微震初至走时计算,并在均一速度模型和Marmousi模型中得到了验证。在此基础上,采用常微分方程数值算法中的单步高精度Runge-Kutta法,得到了震源点和传感器之间的射线路径,并在分层和带空洞的岩体模型中验证了其合理性。选取最小二乘法为目标函数,通过寻找目标函数值最小的方式来获得最优节点实现微震定位。在所建立的加入地下硐室的Marmousi岩体模型中,对于预设震源点的定位结果误差分别为1.41、1.00、2.83、1.41、1.41m,验证了所提方法在复杂岩体速度模型中能够实现较准确的微震定位,为进一步提高工程岩体的微震定位精度提供了新思路。  相似文献   

滇东北镇雄硫磺矿区环境地质问题及其对策与意义     

张佳文  赵元艺  骆检兰  魏友华  方景玲  蔡剑辉  刘冠男  李小赛  崔宁  黄道袤  王蕊  郑权 《地球学报》2019,40(2):329-338

硫磺渣是硫磺矿区主要的矿业固废,其随意堆放可产生一系列的环境地质问题,并对山水林田湖草等自然资源、环境及人的健康构成较大危害。滇东北地区长期以硫铁矿为原料、以煤炭为燃料,土法炼硫生产硫磺,导致巨量硫磺渣堆积,产生了严重的环境地质问题。本文针对该地区镇雄县硫磺矿区,调查了小硫磺生产形成硫磺渣的规模和特征,梳理了该硫磺矿区主要环境地质问题及其对当地生态环境的影响,认为目前镇雄硫磺矿区存在的环境污染、自然资源破坏及可能形成的矿渣性泥石流等环境地质现状与过去40多年的小硫磺生产密切相关。基于以上认识,强调应结合矿业固废无害化、减量化和资源化技术政策,从资源回收利用、生态环境恢复、地质灾害防治和文化遗产保护方面探讨和提出镇雄硫磺矿区矿渣治理和生态修复的新理念和新对策。  相似文献