三峡库区地质灾害防减灾战略关键问题   总被引：6，自引：0，他引：6  

文海家  张永兴  柳源 《中国地质灾害与防治学报》2004,15(2):22-28

三峡库区地质灾害防治已成为目前中国地质灾害防治的主战场。论文主要分析三峡库区地质灾害防治工作中面临的主要问题及防、减灾战略实施中的一系列关键问题。先概要介绍了库区地质灾害种类繁多、量大面广、日趋严重的现状;然后从库区人为诱发地质灾害愈演愈烈的状况、地质灾害基础调查工作在广度与深度方面的不足、地质灾害防治资金投入有限等方面对目前该区地质灾害防治面临的主要问题进行了研究;其后重点从库区地质灾害防治总体规划的形成历程与实施、地质灾害的科学管理制度的建立与多体系管理体制的理顺、地质灾害的预测预报研究与成果转化及库区地质灾害全面监测预警体系的建立、治理地质灾害采用的整治与利用相结合的技术措施等方面,深入分析了实施库区地质灾害防、减灾战略的一些关键问题。结论认为,呈日趋严重之势的库区地质灾害,难以在水库最终建成蓄水之前实施全面治理,防、减灾战略的关键是要尽快实施库区地质灾害总体防治规划,并且在总体防治规划的指导下,在科学的地质灾害管理制度及顺畅的管理体制下,开展库区地质灾害预测预报工作及全面实施监测预警。同时实施重点整治与土地利用相结合的治灾技术路线。  相似文献   

Projection of Water Availability in the Miyun Watershed from an RCM Simulation          下载免费PDF全文

SHI Ying  GAO Xue-Jie 《大气和海洋科学快报》2012,5(6):468-472

Based on a high-resolution regional climate model (RegCM3) simulation over East Asia, future climate changes over the Miyun Reservoir in the 21st century under the Intergovernmental Panel on Climate Change (IPCC) Special Report on Emissions Scenarios (SRES) A1B scenario are analyzed. The model simulation extends from 1951 to 2100 at a grid spacing of 25 km and is one-way nested within a global model of MIROC3.2_ hires (the Model for Interdisciplinary Research on Climate). The focus of the analysis is on the Watershed of Miyun Reservoir, the main water supply for Beijing in northern China. The results show that RegCM3 reproduces the observed temperature well but it overestimates precipitation over the region. Significant warming in the 21st century is simulated in the annual mean, December-January-February (DJF) and June-July-August (JJA), although with differences concerning the spatial distribution and magnitude. Changes in precipitation for the annual mean, DJF, and JJA also show differences. A prevailing increase of precipitation in DJF and a decrease of it in JJA is projected over the region, while little change in the annual mean is projected. Changes of the difference between precipitation and evapotranspiration to measure the potential water availability are also presented in the paper.  相似文献   

水库流域体积降水量预报方法研究     

罗森波  张东  舒锋敏  黄焕坤 《气象研究与应用》2009,30(1):4-7

根据广东飞来峡水库流域汇流特征,将全流域划分为5个支流,并采用求积仪分别计算各支流面积;然后用加权平均法计算各支流的面雨量,并将各支流面雨量对相应的支流面积进行积分,计算各支流体积降雨量;利用洪水过程飞来峡水库入库流量、出库流量和水库流域蒸发量对体积降水量预报结果进行验证,求出误差订正系数.结果表明:利用加权平均法计算的水库流域体积降水量,经过误差订正后,预报准确率可控制在90%左右,基本满足预报业务服务要求.  相似文献   

Mechanism of the Anlesi landslide in the Three Gorges Reservoir, China   总被引：5，自引：0，他引：5  

Wenxing Jian  Zhijian Wang  Kunlong Yin 《Engineering Geology》2009,108(1-2):86-95

Many gentle dip translational rock slides have taken place in the Three Gorges Reservoir, China. In order to study the mechanism of these translational rock slides, the authors use the Anlesi landslide as a typical case study to investigate in detail. Field investigations show that the slip zones of the Anlesi landslide were formed from a white mudstone in Jurassic red strata. X-ray diffraction and infrared ray analysis showed that the main mineral components of the slip zones are montmorillonite, illite, feldspar and quartz. Laboratory tests indicate that the slip zone soils are silty clay, of medium-swelling potential, the shear strength decreasing significantly as the slip zone attracts water and saturates.The main factors contributing to the Anlesi landslide are recent tectonic activity, incompetent beds, and intensive rainfall. Recent tectonic activity had caused shear failure along the incompetent beds, and joints within the sandstone. With the effect of intensive rainfall, water percolates to the incompetent beds along tectonic fissures, resulting in swelling of the soil material and high groundwater pressures within fissures in the strata. As a consequence, the Anlesi slope is prone to slide along these incompetent beds.Flac3D software was used to simulate the mechanism of the Anlesi landslide considering the rheological properties of soil and rock. The simulation results demonstrate that the stress, displacement and failure area changes with simulated creep time. The maximum displacement in the X direction reaches 7.59 m after 200-year simulated creep. Therefore, the mechanism of the Anlesi landslide can be illustrated considering the rheological properties of Jurassic red strata.  相似文献   

长江三峡工程库区生态环境遥感动态监测   总被引：5，自引：1，他引：5  

周乐群  孙长安  高改萍  胡甲均  胡宗云  杨岚 《国土资源遥感》2005,16(1):49-52

长江三峡工程库区人类活动频繁,生态系统脆弱,三峡工程对库区生态环境的影响一直是人们关注的焦点。运用遥感、地理 信息系统、全球卫星定位系统、计算机网络技术,采用DEM 、影像正射校正、多源影像数据融合、多层次信息提取等技术方法,对整 个库区20世纪80年代中期、90年代末期生态环境、草地资源进行了全面的动态监测,并在此基础上利用ArcGIS软件开发完成了“长江 三峡工程库区生态环境遥感动态监测GIS系统”。  相似文献   

Experimental study on the effect of bottomless structure in front of a bottom outlet on a sediment flushing cone     

Hadi Haghjouei  Majid Rahimpour  Kourosh Qaderi  Sameh AKantoush 《国际泥沙研究》2021,36(3):335-347

One of the main problems in reservoirs is sedimentation which reduces the operating life of dams if a proper plan and analysis method are not in place.The techniques to manage sediment in reservoirs include several sustainable management techniques that route sediment through or around the reservoir.One of the main economical methods in arid and semi-arid regions is pressurized flushing using moderate drawdown of the water level of the reservoir to evacuate sediment deposited behind dams.In the current study,the effect of a new structure called a dendritic bottomless extended(DBE)outlet structure at three angles of 30°,45°,and 60°
on pressurized flushing efficiency was investigated.Consequently,45 experiments were designed for three discharge rates (Qo),three sediment levels(Hs),four types of structure,and a no-structure condition(reference test).The results indicated that the DBE structure with a 30°angle between the branches,a sedimentary dimensionless index of Hs/Do=4.59,and a flow dimensionless index of Qo=/√gD05=1:43(where g is the acceleration of gravity and Do is the diameter of the bottom outlet)lead to 10-fold increase in the sediment flushing cone dimensions and sediment removal efficiency compared to the results of the reference test.Finally,according to a statistical analysis of the results,a dimensionless equation for calculating the sediment flushing cone dimensions was developed for the tested sediment characteristics.  相似文献   

三门组的内涵及其意义   总被引：6，自引：2，他引：4  

王书兵  蒋复初  吴锡浩  王苏民  田国强 《第四纪研究》2004,24(1):116-123

黄河三门峡水库北岸的山西省平陆县黄底沟剖面 ,较完整地保存着古三门湖湖相沉积记录。经磁性地层研究结果表明 ,古三门湖沉积起始于吉尔伯特负极性时中期 ,大约在 5MaB .P .;结束于布容正极性时晚期 ,结合热释光年龄 ,大约在 1 5 0kaB .P .。鉴于这套地层均属古三门湖沉积地层 ,按照岩石地层学的命名原则 ,依然称之为三门组 ,并根据岩性特征自上而下划分为三段 :上段以砂层为主 ;中段以粘土层为主 ;下段为底砾石层。黄底沟剖面是已知的记录古三门湖发育起始时间最早、结束年代最晚的地层剖面  相似文献   

季节性Kendall检验及其在三门峡水库水质趋势分析中的应用   总被引：4，自引：0，他引：4  

胡国华  唐忠旺  肖翔群 《地理与地理信息科学》2004,20(3):86-88

选择1997—2002年三门峡库区的龙门、潼关和三门峡3个断面的水质监测资料,运用季节性Kendall检验方法分析三门峡水库水质趋势,结果显示：龙门断面,CODMn、NO2-N及Hg的变化趋势不明显,NH3-N呈显著上升趋势,As、Cd和Cu呈显著下降趋势,而Pb则呈高度显著下降趋势;潼关断面,NH3-N、NO2-N和Hg的变化趋势不明显,CODMn呈显著上升趋势,As、Cd和Pb呈显著下降趋势,而Cu则呈高度显著下降趋势;三门峡断面,CODMn、NO2-N、As及Hg的变化趋势不明显,NH3-N污染呈显著上升趋势,Cd呈显著下降趋势,而Cu和Pb则呈高度显著下降趋势。  相似文献   

油气田开发中油气藏地质成因分析          下载免费PDF全文

陈欢庆  胡海燕  吴洪彪  曹晨 《地质科学》2019,(1):192-212

本文从油气藏地质成因分析的基础资料入手,总结该项研究的主要内容包括:构造、储层和油气水分布特征等3方面.结合自身科研实践,认为油气藏地质成因分析方法主要包括:野外露头和现代沉积考察、岩心观察描述、显微镜下薄片观察鉴定、地球物理解释预测、地质统计学分析、分析测试、各种物理模拟和数值模拟、油气藏动态监测和生产动态等,并阐述了不同研究方法的优缺点.目前油气藏地质成因分析存在的主要问题包括:对油气藏地质成因分析重视程度不够、研究方法偏定性、地质成因分析和油气藏表征结合不紧密、油气藏表征精度制约了地质成因分析的准确度、油气藏地质成因分析综合性不强、特殊类型油气藏地质成因分析还存在诸多难题等.本文指出了该研究未来发展方向.主要包括:依靠油气藏地质成因分析解决油气田开发中的难题、通过各种模拟方法提高油气藏地质成因分析定量化水平、加强地质成因分析以提高油气藏表征水平、利用油气藏表征促进地质成因分析进步、拓展油气藏地质成因分析在油气田开发中应用的领域、特殊类型油气藏地质成因分析等.  相似文献   

三峡库区巫山金鸡岭滑坡成因机制与变形特征     

闫国强  殷跃平  黄波林  张枝华  代贞伟 《岩土力学》2019,40(Z1):329-340

三峡库区新城区迁建多采用就地后靠方式,工程扰动叠加强降雨往往诱发滑坡失稳。基于重庆巫山江东小区金鸡岭滑坡,对其影响因素和成因机制进行探讨。工程扰动不仅是传统认为的后缘加载、前缘削脚作用,更重要的是坡体表层土方堆填阻断了滑坡体地表水泄流通道,使地表水向地下水转化。强降雨作用下滑坡体内地下水位明显升高,导致金鸡岭滑坡2018年8月1日前后发生较大变形。采取降水井抽排地下水等应急处置后,滑坡变形明显趋缓,可见工程扰动导致的地下水升高是该滑坡诱发的关键因素。数值模拟表明,工程扰动后稳定系数明显降低,对应堆填区渗流场变化明显,渗流加剧,孔隙水压力、水力梯度、总水头上升,结合达西定律与有效应力原理可知渗透力增加,抗剪强度削弱,诱发滑坡变形。  相似文献