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Asesment on Crustal Stability Using Fuzzy Mathematics in Dam Region of Three Gorges Project on Yangtze River
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《Journal of Earth Science》 SCIE CAS CSCD 1997年第2期48-51,共4页
AsesmentonCrustalStabilityUsingFuzzyMathematicsinDamRegionofThreeGorgesProjectonYangtzeRiver*TanChengxuanHuD... AsesmentonCrustalStabilityUsingFuzzyMathematicsinDamRegionofThreeGorgesProjectonYangtzeRiver*TanChengxuanHuDaogongInstituteof... 展开更多
关键词 project gorges Asesment region
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Impacts of the Three Gorges Project and Converting Farmland into Lake on the Microtus fortis Population in Dongting Lake Region 被引量:4
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作者 Meiwen ZHANG Yong WANG +1 位作者 Bo LI Cong GUO 《Asian Agricultural Research》 2013年第6期69-73,共5页
The outbreak of Yantze vole ( Microtus fortis) population in Dongting Lake region is closely related to the evolvement of lake beaches,because the deposition of lake sediments results in the expansion of lake beaches,... The outbreak of Yantze vole ( Microtus fortis) population in Dongting Lake region is closely related to the evolvement of lake beaches,because the deposition of lake sediments results in the expansion of lake beaches,which provides the possibility of the increase of the vole's population. Reclaiming farmland from lake via building cofferdams,eliminating snails by building cofferdams for eradicating schistosomiasis,and over-hunting predators in the region cause the voles becoming a pest after the 1970s. In recent years,the Three Gorges Project and the conversion from farmland into lake have had deep impacts on the environment in the lake region. The dispatching of the down flow rate by the project has induced the expansion of the low and medium level beaches in the lake region,while converting farmland into lake directly has induced the expansion of the lake beaches,both of which have expanded the potential habitats of the vole's population. Therefore,more attention should be paid to the quantitative variation trend of the vole's population in the future. 展开更多
关键词 MICROTUS fortis POPULATION The three gorges Projec
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Soil Geochemistry Changes Induced by a Foreign Soil Reconstruction Project in Three Gorges Reservoir Region of China 被引量:1
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作者 LIU Juan WEI Chao-Fu +1 位作者 LUO You-Jin DU Jing 《Journal of Mountain Science》 SCIE CSCD 2015年第6期1511-1520,共10页
Fertile topsoil was added onto the surface of barren slope land in Three Gorges Reservoir region of China in an anthropogenic process known as the foreign soil reconstruction project. The main goal of this paper was t... Fertile topsoil was added onto the surface of barren slope land in Three Gorges Reservoir region of China in an anthropogenic process known as the foreign soil reconstruction project. The main goal of this paper was to reveal the influence of anthropogenic activities on pedogenic processes and soil classifications. Chemical weathering indices and comparative analysis were applied to discuss changes in geochemical compositions and weathering features of purplish soils(Cambisols) before and after the project. Results showed that:(1) The foreign soil reconstruction project slightly altered the major element composition of topsoil and improved the soil structure. Although the distributions of major elements in the original topsoil, original subsoil, foreign topsoil and newly constructed topsoil were all similar to that in upper continental crust, newly constructed topsoil was the most similar soil.(2) The chemical index of alteration was more sensitive than the weathering index of Parker at indicating chemical weathering status of purplish soil. The chemical weathering status of newly constructed topsoil was higher than that of the original topsoil and lower than that of foreign topsoil.(3) Anthropogenic activities may provide a promising new thought for the anthropogenic soil classification system. The scope and subgroups of Anthrosols should be extended and strengthened. Or there may be a need to combine Anthrosols and Technosols orders to create a new soil order. The results may be used for optimizing soil mellowing engineering activities and enriching the soil classification system. 展开更多
关键词 Anthropogenic activities Weathering status Foreign soil reconstruction project Pedogenic processes three gorges Reservoir region China
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The dam design of Three Gorges Project
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作者 Wang Xiaomao Xu Linxiang Liao Renqiang 《Engineering Sciences》 EI 2011年第3期57-65,共9页
The dam of Three Gorges Project is a concrete gravity dam with the crest elevation of 185 m,the maximum height of 181 m and dam axis length of 2 309.5 m.The dam consists of spillway,powerhouse,non-over flow,ship-lift,... The dam of Three Gorges Project is a concrete gravity dam with the crest elevation of 185 m,the maximum height of 181 m and dam axis length of 2 309.5 m.The dam consists of spillway,powerhouse,non-over flow,ship-lift,temporary ship-lock,left diversion wall and longitudinal cofferdam blocks.Some key techniques relating to dam structure design are presented,including hydraulics of flood discharge structure,dam joint design,layout and structural type of penstock,deep anti-sliding stability of dam foundation,reconstruction of temporary ship-lock and closed drainage and pumping of dam foundation. 展开更多
关键词 three gorges project dam DESIGN
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Review of the Relocation of General Zhang Fei’s Temple in View of the Three Gorges Dam Project
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作者 Yuhua Zhu Fuhan Liu 《Journal of World Architecture》 2023年第6期19-29,共11页
As a national cultural property,General Zhang Fei’s Temple is the largest ancient architectural complex in the Three Gorges of the Yangtze River.It was built in the Han Dynasty and has a long history of nearly 2,000 ... As a national cultural property,General Zhang Fei’s Temple is the largest ancient architectural complex in the Three Gorges of the Yangtze River.It was built in the Han Dynasty and has a long history of nearly 2,000 years.In 1994,the Chinese government launched the Three Gorges Dam project at the Yangtze River and implemented the largest relocation project for the General Zhang Fei Temple to prevent it from being submerged.The temple was relocated 32 kilometers upstream along with the local people of Yunyang County,and the historic environment was rebuilt on the opposite side of the migrant city of New Yunyang County.The temple was restored successfully and the tradition of offering sacrifices to General Zhang Fei continued in the local community.The relocation project lasted for 8 years and became the largest cultural heritage conservation project of the People’s Republic of China at the end of the 20th century.This paper comprehensively summarizes and reviews the project goals,implementation process,and project highlights of this relocation,so as to provide an important case reference for heritage conservation projects in the future. 展开更多
关键词 General Zhang Fei’s Temple Relocation project three gorges dam project Heritage conservation
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Key Technologies of the Hydraulic Structures of the Three Gorges Project 被引量:6
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作者 马洪琪 迟福东 《Engineering》 SCIE EI 2016年第3期340-349,共10页
To date,the Three Gorges Project is the largest hydro junction in the world.It is the key project for the integrated water resource management and development of the Changjiang River.The technology of the project,with... To date,the Three Gorges Project is the largest hydro junction in the world.It is the key project for the integrated water resource management and development of the Changjiang River.The technology of the project,with its huge scale and comprehensive benefits,is extremely complicated,and the design difficulty is greater than that of any other hydro project in the world.A series of new design theories and methods have been proposed and applied in the design and research process.Many key technological problems regarding hydraulic structures have been overcome,such as a gravity dam with multi-layer large discharge orifices,a hydropower station of giant generating units,and a giant continual multi-step ship lock with a high water head. 展开更多
关键词 three gorges project Large orifice gravity dam Penstock on dam downstream surface Tailrace tunnel with sloping ceiling Stable archFully lined ship lock
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Key issues in rock mechanics of the Three Gorges Project in China 被引量:2
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作者 Qixiang Fan Hongbing Zhu Xuchun Chen 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2011年第4期329-342,共14页
The Three Gorges Project is one of the essential key projects for flood controlling and water resources regulation in the Yangtze River. The project includes a river-crossing dam, underground powerhouses, and navigati... The Three Gorges Project is one of the essential key projects for flood controlling and water resources regulation in the Yangtze River. The project includes a river-crossing dam, underground powerhouses, and navigation structures. Because of the huge size and complicated construction technologies, the project faced a series of challenging engineering issues. In terms of rock mechanics, there are many key technical issues, including the sliding resistance and stability of the dam section along the foundations of powerhouses No.l-5, the ,,;lope stability of the double-line five-stage shiplock, excavation of large-scale underground powerhouses, and curtain grouting under the dam. With decades of scientific research and 16 years of practical construction experiences and reservoir operations, these key technical issues in construction of the Three Gorges Project are successfully resolved, which will attribute to the development of hydropower technology. On the basis of the monitoring data during construction and normal operation periods of the Three Gorges Project, this paper presents a systematic analysis of these key rock mechanical issues in terms of behaviors, solutions, dynamic controlling, monitoring arrangement and integrated assessment. 展开更多
关键词 three gorges project rock mechanics dam sliding resistance and stability high shiplock slope undergroundpowerhouses curtain grouting
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REMOTE SESING INVESTIGATION AND APPRAISAL OF LAND USE AND CAPACITY IN THE REGION OF THE YANGTZE RIVER GORGES’PROJECT
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作者 Zhou Wancun (Chengdu Institue of Mountain Dissaster and Environment, Chinese Academy of Sciences) 《遥感信息》 CSCD 1990年第A02期43-44,共2页
The region around the Three Gorges project on the Yangtze River has an area of 62552 square kilometres and population of 20.14 million. It limits a range hetween the sorth-north watersheds and from Yichang of Hubei Pr... The region around the Three Gorges project on the Yangtze River has an area of 62552 square kilometres and population of 20.14 million. It limits a range hetween the sorth-north watersheds and from Yichang of Hubei Province to Jiangjin of Sichuan, including 24 cities and counties-Chongjing, Yichang and Wanxian etc. In this region, relief are mainly hills and middle-low mountains. Remote censing investigation and appraisal of land use and capacity which are two of the major restrict factors for the Three Gorges project have provided related scientific bases for macro-dicision-making of the project. 展开更多
关键词 project REMOTE SESING INVESTIGATION AND APPRAISAL of LAND USE AND CAPACITY IN THE region of THE YANGTZE RIVER gorges
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Three Gorges Dam project in great progress as planned
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《Electricity》 1996年第3期26-26,共1页
It hasn’t been easy, but almost all of the work on the Three Gorges Project is on schedule, according to a corporation overseeing construction of the dam. The China Yangtze Three Gorges Project Development Corporatio... It hasn’t been easy, but almost all of the work on the Three Gorges Project is on schedule, according to a corporation overseeing construction of the dam. The China Yangtze Three Gorges Project Development Corporation has reported that contractors and other staff are working hard to ensure that the flood season does not slow the dam project. The company recently detailed the mammoth tasks that have taken place so 展开更多
关键词 three gorges dam project in great progress as planned
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REGIONAL GEOLOGICAL ASPECTS CONCERNING SAFETY OF WATER STORAGE
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作者 Lutz KRAPP, HE Ying-chen, JIN Kan-kun, Paraskevas PANTZARTZIS (l. Technical University of Aachen, Germany 52080 2. Hebei Institute of Architectural Science & Technology, Handan, 056038 3. Dip. Geol., Da rer nat.,Greece) 《河北建筑科技学院学报》 2000年第1期53-56,共4页
Dams and, particulary,large dams are structures with a risk potential and impacts on the environment. The impacts not only concern the immediate project area and its vicinity, but often the whole catchment area and th... Dams and, particulary,large dams are structures with a risk potential and impacts on the environment. The impacts not only concern the immediate project area and its vicinity, but often the whole catchment area and the downstream valley. This is why regional aspects are important during design, investigation and operation. Regional geology,including all relevant geo-sciences, provides basic information for a safe and longtime operation of a project. 展开更多
关键词 水坝 安全 集储 区域地质 设计
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长江供沙量减少对水下三角洲发育影响的初步研究——近期证据分析和未来趋势估计 被引量:48
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作者 杨世伦 朱骏 赵庆英 《海洋学报》 CAS CSCD 北大核心 2003年第5期83-91,共9页
根据1951~2000年大通站实测水文资料和长江口地形图,分析了长江入海泥沙量的变化趋势及其对水下三角洲冲淤演变的影响.从20世纪60年代末开始,长江入海泥沙量出现减少趋势,90年代输沙量相对于60年代下降了1/3.流域大量修建水库是导致河... 根据1951~2000年大通站实测水文资料和长江口地形图,分析了长江入海泥沙量的变化趋势及其对水下三角洲冲淤演变的影响.从20世纪60年代末开始,长江入海泥沙量出现减少趋势,90年代输沙量相对于60年代下降了1/3.流域大量修建水库是导致河流入海泥沙减少的根本原因.在此背景下,长江口门外的水下三角洲淤积速率从1958~1978年时段的55mm/a下降为1978~1998年时段的11mm/a.考虑三峡工程等多种人类活动的可能影响,估计本世纪上半叶和下半叶的河流入海泥沙量将分别减少约60%和40%.尝试建立了三角洲冲淤对河流供沙量响应的概念公式,并据此对本世纪长江三角洲的演变趋势做了初步预测:三角洲的总体淤涨速率将急剧下降,口门外水下三角洲将出现严重侵蚀. 展开更多
关键词 河流输沙量 三角洲 水坝 三峡工程 长江
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三峡建坝后对洞庭湖区血吸虫病传播影响的研究 被引量:20
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作者 蔡凯平 左家铮 +2 位作者 贺宏斌 胡钢 卓尚炯 《中国血吸虫病防治杂志》 CAS CSCD 1998年第5期257-262,共6页
1995年-1997年,采用现场调查和资料对比分析方法,进行了三峡建坝后对洞庭湖区血吸虫病传播影响的预测研究,结果表明三峡建坝后长江入湖流量虽有变化,但对洞庭湖钉螺分布影响不大;10月-11月退水期提前,可缩短秋季感染期。建坝后5... 1995年-1997年,采用现场调查和资料对比分析方法,进行了三峡建坝后对洞庭湖区血吸虫病传播影响的预测研究,结果表明三峡建坝后长江入湖流量虽有变化,但对洞庭湖钉螺分布影响不大;10月-11月退水期提前,可缩短秋季感染期。建坝后50年内年平入湖泥沙较建坝前减少80%以上,钉螺分布面积将因洲滩增长速度减慢而趋于稳定。泥沙淤积减少将引起芦苇退化,部份芦滩可能转化为污染较严重的草滩、芦杂滩,在这些地区活动的入群血吸虫感染率可能上升。80年后入湖泥沙增加,钉螺分布面积增长速度又将加快,水库死库容淤满后,又可能达到建坝前水平。 展开更多
关键词 三峡工程 洞庭湖区 血吸虫病 流行病学
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长江三峡坝区花岗岩风化壳化学元素迁移特征 被引量:20
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作者 张丽萍 朱大奎 杨达源 《地理学报》 EI CSCD 北大核心 2001年第5期515-522,共8页
在长江三峡坝区河谷不同地貌部位系统采样的基础上 ,通过 X射线荧光光谱的化学全量分析及各元素迁移率特征值和强度值的详细计算 ,揭示出不同地貌部位各化学元素的迁移规律 :1长期淹没于水下的河床风化壳 ,易溶的 Ca O、Mg O发生相对富... 在长江三峡坝区河谷不同地貌部位系统采样的基础上 ,通过 X射线荧光光谱的化学全量分析及各元素迁移率特征值和强度值的详细计算 ,揭示出不同地貌部位各化学元素的迁移规律 :1长期淹没于水下的河床风化壳 ,易溶的 Ca O、Mg O发生相对富集的现象 ,Al2 O3却呈减少的趋势 ;Fe2 O3的富集率最大 ;2季节性被水浸没的河漫滩风化壳 ,还出现了 K2 O、Mg O含量相对富集的现象 ;3谷坡风化壳是典型的北亚热带地带性风化壳 ,处于化学风化早期到中期的过渡阶段。 4在各种地貌的风化壳中 6.5深度是一个特殊的层位 ,K2 O、 Na2 O对抗现象最为明显 ,即 Na2 O相对富集 ,K2 O相对减少。 展开更多
关键词 三峡坝区 花岗岩 风化壳 化学元素 迁移率 X射线荧光光谱
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三峡茅坪溪沥青混凝土心墙堆石坝应力变形分析 被引量:31
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作者 张丙印 李全明 +1 位作者 熊焰 高莲士 《长江科学院院报》 CSCD 北大核心 2004年第2期18-21,共4页
茅坪溪沥青混凝土心墙堆石坝是三峡工程挡水建筑物的重要组成部分。为了研究坝体及心墙在施工和蓄水条件下的工作性状,分别使用邓肯Eμ模型和清华非线性解耦KG模型,对茅坪溪沥青混凝土心墙堆石坝进行了应力和变形的有限元计算分析。计... 茅坪溪沥青混凝土心墙堆石坝是三峡工程挡水建筑物的重要组成部分。为了研究坝体及心墙在施工和蓄水条件下的工作性状,分别使用邓肯Eμ模型和清华非线性解耦KG模型,对茅坪溪沥青混凝土心墙堆石坝进行了应力和变形的有限元计算分析。计算中对心墙沥青混凝土使用了参照现场钻孔芯样试验成果修正后的强度和变形参数。根据计算结果,坝体及心墙的应力和变形值均处在合理范围之内,表明茅坪溪防护坝采用沥青混凝土心墙堆石坝坝型,并利用现场开挖料分区填筑的坝体设计方案是合理和可行的。通过对比分析,还对坝体的施工程序提出了建议。 展开更多
关键词 沥青混凝土 心墙堆石坝 挡水建筑物 三峡工程 有限元
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三峡茅坪溪高沥青混凝土心墙堆石坝运行性状研究 被引量:22
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作者 汪明元 周欣华 +1 位作者 包承纲 饶锡保 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2007年第7期1470-1477,共8页
茅坪溪防护坝是三峡工程的副坝,也是目前中国最高的沥青混凝土心墙坝。分析该坝在三峡库水位135 m时的变形规律,据此对坝体填料的参数进行反分析。在此基础上对设计水位175 m时及不同水位下,高沥青混凝土心墙的应力与变形进行非线性有... 茅坪溪防护坝是三峡工程的副坝,也是目前中国最高的沥青混凝土心墙坝。分析该坝在三峡库水位135 m时的变形规律,据此对坝体填料的参数进行反分析。在此基础上对设计水位175 m时及不同水位下,高沥青混凝土心墙的应力与变形进行非线性有限元数值仿真,并研究沥青混凝土参数取值对心墙运行性状的影响。采用双曲函数与幂函数结合的模式拟合沥青混凝土的三轴蠕变试验曲线,对大坝进行蠕变分析。分析结果表明,考虑蠕变效应,心墙的水平变形与最大主应力将有较大的增加。研究结果同时也表明,不同蓄水过程对心墙性状的影响不大,心墙产生水力劈裂、剪切破坏与挠曲破坏的可能性不大。研究结果可供大坝蓄水计划参考,并为高水头下高沥青混凝土心墙坝的运行提供一定的参考。 展开更多
关键词 水利工程 三峡工程 沥青混凝土心墙堆石坝 应力与变形
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混凝土重力坝动力弹塑性损伤安全评价 被引量:18
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作者 杜荣强 林皋 胡志强 《水利学报》 EI CSCD 北大核心 2006年第9期1056-1062,共7页
本文利用能考虑混凝土软化并可反映实际损伤耗散的模型,对结构进行动力损伤分析,用损伤量这一表明材料或结构渐进破坏的指标,并结合结构应力重分布,对大坝进行地震安全评价。对Koyna坝动力弹塑性损伤分析结果表明,大坝的最大拉应力、最... 本文利用能考虑混凝土软化并可反映实际损伤耗散的模型,对结构进行动力损伤分析,用损伤量这一表明材料或结构渐进破坏的指标,并结合结构应力重分布,对大坝进行地震安全评价。对Koyna坝动力弹塑性损伤分析结果表明,大坝的最大拉应力、最大压应力和损伤分布与Koyna大坝实际破坏情况大致相符,验证了计算模型的有效性。将其应用于三峡大坝的一个非溢流断面,得到地震作用下的弹塑性损伤响应,并据此评价大坝结构的安全性能和超载潜能。研究表明,利用损伤力学进行混凝土重力坝安全评价将取得较合理的结果,损伤是除应力之外对结构安全评判的可信指标。 展开更多
关键词 混凝土 弹塑性损伤 Koyna大坝 三峡大坝 安全评价 地震
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混凝土高坝裂缝光纤分布式监测能力的研究 被引量:8
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作者 吴永红 苏怀智 +2 位作者 徐洪钟 高培伟 蔡海文 《光子学报》 EI CAS CSCD 北大核心 2007年第4期722-725,共4页
基于单点裂缝模型试验结果分析,提出了一种利用瑞利散射的工程结构裂缝光纤监测复用能力的方法,得到水工混凝土裂缝光纤监测两种典型方案的裂缝复用能力,结合三峡工程泄洪坝段上游面出现的裂缝,进行了光纤裂缝传感复用能力的工程适用性... 基于单点裂缝模型试验结果分析,提出了一种利用瑞利散射的工程结构裂缝光纤监测复用能力的方法,得到水工混凝土裂缝光纤监测两种典型方案的裂缝复用能力,结合三峡工程泄洪坝段上游面出现的裂缝,进行了光纤裂缝传感复用能力的工程适用性分析,进一步揭示工程裂缝光纤分布式监测能力研究的意义. 展开更多
关键词 光纤传感 裂缝监测 瑞利散射 复用能力 大坝安全 三峡工程
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三峡水库坝身泄流超饱和复氧分析 被引量:10
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作者 程香菊 陈永灿 +1 位作者 高千红 陈燕 《水力发电学报》 EI CSCD 北大核心 2005年第6期62-67,共6页
高坝泄水时,高速掺气以及消能过程中水流的强烈碰撞,卷吸大量的气泡进入水体,在水体静压作用下释放空气溶入水中,导致水体中包括氧在内的溶解气体浓度常常超饱和,易引发鱼类气泡病,严重威胁它们的生存和繁殖。分析三峡大坝至葛洲坝水利... 高坝泄水时,高速掺气以及消能过程中水流的强烈碰撞,卷吸大量的气泡进入水体,在水体静压作用下释放空气溶入水中,导致水体中包括氧在内的溶解气体浓度常常超饱和,易引发鱼类气泡病,严重威胁它们的生存和繁殖。分析三峡大坝至葛洲坝水利枢纽河段的水质监测数据表明,在泄流期间溶解氧浓度基本都超饱和。本文结合三峡大坝泄流现状,分析了大坝泄流超饱和复氧的起因、导致超饱和复氧的影响因素、所带来的问题以及应采取的措施,对改善鱼类等水生动物的生存环境,实现生态水利目标,具有重要的学术意义和社会效益。 展开更多
关键词 水利工程 三峡大坝 超饱和复氧 泄流
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三峡工程坝区漂污运移规律及治理措施初步研究 被引量:6
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作者 李学海 杨伟 文发清 《长江科学院院报》 CSCD 北大核心 2000年第1期5-8,共4页
对三峡水利枢纽坝前漂污物的运移特性、分布规律及其影响因素及治理漂污的工程措施进行了研究。研究表明 :库区漂污物的分布及其运移规律与库区河势、水流流态、库水位、来流量及三峡电站的调度方式等因素有关。在各级水位、流量条件下 ... 对三峡水利枢纽坝前漂污物的运移特性、分布规律及其影响因素及治理漂污的工程措施进行了研究。研究表明 :库区漂污物的分布及其运移规律与库区河势、水流流态、库水位、来流量及三峡电站的调度方式等因素有关。在各级水位、流量条件下 ,坝前漂污滞留量分布的基本态势为“右多左少”。通过调度运行 ,可以改变漂污物在坝前的分布情况 ,但基本态势不变。三峡枢纽库区漂污治理 ,应采取“以捞为主”的思路 ,以根本解决三峡及葛洲坝两大枢纽的漂污问题。研究发现 :在坝前及坝区河段可以选择到较为理想的地段和区域建立滞漂、捞漂区 ,导漂。 展开更多
关键词 三峡坝区 漂污运移规律 治理措施 整体模型
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大型水利工程对中华鲟生态水文学特征的影响 被引量:19
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作者 班璇 李大美 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2007年第3期10-13,共4页
通过对长江流域中华鲟产卵江段水文监测站近40年历史实测数据资料的调查分析,初步确定了中华鲟产卵时的生态流量和生态水位.结合三峡工程的修建,分析了三峡水库蓄水后所引起的葛洲坝下游中华鲟产卵场水位、流量、含沙量、河床底质等一... 通过对长江流域中华鲟产卵江段水文监测站近40年历史实测数据资料的调查分析,初步确定了中华鲟产卵时的生态流量和生态水位.结合三峡工程的修建,分析了三峡水库蓄水后所引起的葛洲坝下游中华鲟产卵场水位、流量、含沙量、河床底质等一系列水文要素特征的变化,可为三峡工程的生态调度与运行提供理论依据. 展开更多
关键词 中华鲟 生态水文学 三峡工程 生态调度
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