地震堰塞湖,Dammed-lake
1)Dammed-lake地震堰塞湖
1.Study on the Tourism Development of the Dammed-lakes Induced by Wenchuan Earthquake汶川地震堰塞湖旅游开发研究
英文短句/例句

1.Identification Research of Barrier Lake in Wenchuan Earthquake Using Radar Remote Sensing汶川地震堰塞湖的雷达遥感识别研究
2.Distribution and Risk Analysis of Dammed Lakes Reduced by Wenchuan Earthquake汶川地震堰塞湖分布规律与风险评估
3.The Characteristics of Flood Disasters and Countermeasures of Disaster Reduction on Historic Barrier Lakes in Sichuan;历史上四川地震堰塞湖水灾特点及减灾对策
4.Fluvial Process Influenced by Earthquake Lakes and Restoration of Mountain Rivers地震堰塞湖对山区河流的影响与综合治理
5.Barrier lakes made formed by earthquake threaten the lower reaches enormously.地震形成的堰塞湖,对下游威胁极大。
6.Engineering Geo-mechanics Analysis of the Barrier Lake in Baisha River at Dujiangyan City Induced by Wenchuan Earthquake汶川大地震都江堰市白沙河堰塞湖工程地质力学分析
7.Using Remote Sensing Data to Monitor Landslide-dammed Lakes Caused by Wenchuan Earthquake四川汶川“5.12”地震滑坡堰塞湖遥感监测分析
8.Research on Trigger Effecting of Earthquake Geohazards in Tang Jiashan Dammed Lake(Beichuan to Yuli)唐家山堰塞湖库区(北川~禹里段)地震地质灾害触发效应研究
9.EARTHQUAKE REACTIVATION EFFECTS AND STABILITY STUDY OF MALINGYAN LANDSLIDE IN TANGJIASHAN DAMMED LAKE唐家山堰塞湖库区马铃岩滑坡地震复活效应及其稳定性研究
10.Research on the areal precipitation forecasting technology for dammed lakes in Wenchuan Earthquake disaster areas基于GIS的小流域面雨量预报技术研究——以汶川地震灾区堰塞湖面雨量预报为例
11.The Environment Geological Information in the Sediments of Diexi Ancient Dammed Lake on the Upstream of Mingjiang River in Sichuan Province, China岷江上游叠溪古堰塞湖沉积物的环境地质信息研究
12.Instead of glacier damming lake,Changhai Lake in Jiuzhaigou Resort Area,Sichuan Province,China should be regarded as a damming lake caused by collapse四川九寨沟风景区的长海不是冰川堰塞湖而是崩塌型堰塞湖
13.Rescuers are ready to dynamite Tangjiashan barrier lake.救援者已准备好炸破唐家山堰塞湖。
14.Numerical simulation and verification of flood routing for risk-elimination of Tangjiashan Landslide Dam唐家山堰塞湖应急除险工程堰塞坝下游洪水演进复演验证
15.Hydrological emergency treatment of Jiweishan Dammed Lake in Wulong武隆鸡尾山堰塞湖水文应急处置及思考
16.Treatments of Landslide Dam and its Cases by Blasting工程爆破在堰塞湖处理中的应用及实例
17.The Theoretical Model and Numerical Simulation for the Flood Discharging of Tangjiashan Barrier Lake唐家山堰塞湖泄洪的理论模型及数值模拟
18.PRELIMINARY EVALUATION OF STABILITY OF XIAOJIAQIAO DAMMED LAKE IN ANXIAN COUNTY,SICHUAN PROVINCE四川安县肖家桥堰塞湖稳定性初步评估
相关短句/例句

earthquake-induced barrier bar地震堰塞坝体
1.Seepage control of the earthquake-induced barrier bar of Xiaonanhai Reservoir;小南海水库地震堰塞坝体防渗处理
3)barrier lake堰塞湖
1.Risk analysis and impact assessment of dam-break in barrier lake;堰塞湖溃坝风险及其影响分析评估
2.Research on the formation mechanism and emergency handling engineering measures of the Tangjiashan barrier lake;唐家山堰塞湖形成机制及应急处置工程措施研究
3.The forming mechanism of landslide group and assessment of risk of barrier lake in Zhangba Town,Linyou County,Shaanxi Province,China陕西省麟游县丈八乡滑坡群的形成机理与堰塞湖危险性评价
4)dammed lake堰塞湖
1.Cataclysm feature of dammed lake and emergency treatment technology;堰塞湖灾变特征及应急处理技术
2.An ancient landslide-dammed lake found in the Jinsha River valley near Benzilan, Dêqên, Yunnan, China and its significance;滇西北德钦地区金沙江奔子栏古堰塞湖的发现及意义
3.Forecast of inflows and water levels of Tangjiashan dammed lake based on digital watershed model基于数字流域模型的唐家山堰塞湖入流过程应急预报
5)natural lake堰塞湖
1.Its deposit slipped the Xiqu River, one of the embranchment of the Jingshajing River, occurred a dam that has blocked the river with 50m lengths, 80m up wide, 150m down wide and 14m high, and then formed a “natural lake”.20 0 1年 4月 2 5日 ,西藏芒康县金沙江支流西曲河右岸镜山山体出现大规模崩塌 ,崩塌体在西曲河内堆成长 5 0m、顶宽 80m、底宽 15 0m、高约 14m的“堵河坝” ,形成堰塞湖淹没了西曲河左岸的国道 3 18线 ,严重影响了进藏物资的运
2.They are blocking or ever blocked the rivers and streams completely or partly, and form natural lakes.滑坡堵江在中国山区广泛发育 ,全部或不完全堵塞江河 ,形成堰塞湖。
6)landslide dam堰塞湖
1.Blasting technique for emergency risk-elimination of landslide dam;堰塞湖应急排险中的爆破技术
2.Construction organization and construction management for emergency risk-elimination of landslide dams in Qingchuan County;青川县堰塞湖应急排险施工组织及管理
3.Analysis on emergency support of construction equipment for risk-elimination of landslide dam;堰塞湖除险工程施工设备保障分析
延伸阅读

塞沙那坝

塞沙那坝

Cethana Dam 概  述   塞沙那坝位于澳大利亚塔斯马尼亚岛北部福斯(Forth)河上,大坝为混凝土面板堆石坝,最大坝高110m,水库总库容约为1.46亿m3,水电站装机容量10万kW。工程主要目的是发电。工程于1971年完工。   坝址位于陡峭的峡谷中,基岩为奥陶纪石英岩和石英砾岩。福斯河流域降水丰沛,年降雨量约为2000mm。   枢纽工程由混凝土面板堆石坝、溢洪道、电站和导流隧洞组成。   混凝土面板堆石坝长213m,上下游坡度均为1∶1.3,堆石总体积140万m3,面板混凝土1.13万m3,面板厚度采用0.3+0.002×H(水头m),平均超出设计厚度0.125m。   溢洪道布置在左岸坝肩,引渠与的斜槽相连,末端是位于河床高程以上30m的挑流鼻坎。溢洪道边坡高约80m,其引渠侧墙靠着堆石坝体。溢洪道泄量为2000m3/s。   水电站布置在右岸,由引水建筑物、地下厂房和尾水隧洞组成。   坝体中心(3B)区最大粒径600mm,层厚0.9m,用10t振动碾碾压4遍。下游(3C)区层厚1.35m,级配范围比(3B)区稍宽,压实方法同(3B)区。上游(2)区采用最大粒径为150mm的优质细石,层厚0.45m。上游(3A)区,采用筛选的石料,最大粒径375mm,层厚0.45m。   上游面从坝顶到坝脚分成12.2m宽的面板,在靠近坝肩处再分成6.1m的宽度。在6.1m宽面板以外区域不再分缝。这些面板施工采用滑动模板。每个面板铺筑完后不间断地用水养护,直至水库开始蓄水。纵向向接缝和周边缝采用了橡胶止水和铜片止水。沿面板顶端与混凝土趾板相接的地带进行帷幕灌浆和固结灌浆。施工时采用1条直径6.55m的隧洞导流。考虑到施工期间大坝要过水,其下游面的设计防护高度为36m。1968年11月,460m3/s的洪水流量漫坝,这时下游面的防护高度仅为16m,下游面冲走填石15000m3,当时单宽流量为7m3/s。   在坝体内安置了综合测量系统来监测坝体和面板位移。早期结果表明大坝性能良好,包括地基渗流在内的坝趾总渗漏量仅为0.035m3/s。