1)Three Gorges shiplock三峡船闸
1.Automatic operation control for Three Gorges Shiplock;三峡船闸自动化运行控制技术
2.Research on key hydraulic problems of Three Gorges Shiplock;三峡船闸关键水力学问题研究
3.Design & construction of thin lining structure of Three Gorges Shiplock;三峡船闸薄衬砌结构的设计和施工
英文短句/例句
1.Research on Freight Demand and Lock Capacity of the Three Gorges;长江三峡船闸过闸需求与通过能力研究
2.Study on high excavated rock slope at TGP shiplocks三峡船闸高陡岩石开挖边坡设计研究
3.Numerical Simulation of 3-D Hydraulic Characteristics of Inlet for Three Gorges Project Lock三峡船闸进水口三维水动力特性数值模拟
4.Prototype Hydraulic Observation of Three Gorges Shiplock during Joint Trial Operation三峡船闸系统联合调试期水力学原型观测
5.The anchorage of the high side-slope of Three Gorges Ship Lock and the development of new non-bonded anchorage cable三峡船闸高边坡锚固及新型无粘结锚索开发
6.Study on the Identification and Evluation of the Major Hazard Sources of the Three Gorges Lock;三峡船闸重大危险源的辨识与评价研究
7.The MADM of three gorges ship gates running;三峡船闸运行调度中的多属性决策问题
8.Research on improving the traffic capacity of the TGP ship lock during the completion period提高三峡船闸完建期通过能力措施研究
9.Monitoring analysis on the seepage at curtain zone in permanent ship lock of TGP三峡工程永久船闸帷幕区渗流监测分析
10.MONITORING ANALYSIS ON PRESTRESS STATE OF ANCHOR CABLE OF HIGH SLOPE OF THE TGP PERMANENT SHIPLOCKS三峡永久船闸高边坡锚索预应力状态监测分析
11.Design of system Anchor rods for TGP permanent shiplock high slope三峡工程永久船闸高边坡系统锚杆动态设计
12.On the lining concrete design age of TGP permanent shiplocks三峡永久船闸衬砌混凝土设计龄期探讨
13.Study on Safety Monitoring Data Management System During Construction of TGP Permanent Lock三峡永久船闸施工期安全监测数据管理系统
14.Excavation Displacement Analysis by Distinct Element Method in Three Gorges Project;三峡永久船闸高边坡开挖变形的离散元法分析
15.The Lined Wall Design and Inspects of Three Gorges Permanent Navigation Lock;三峡永久船闸砼衬砌墙结构设计与监测
16.Study on Concrete Quality Control in the Floor the Three Structure of Gorges Project s Permanent Ship-locks;三峡永久船闸地面工程混凝土质量控制与研究
17.Evaluation and Analysis on High Side Slope Stability of Permanent Ship Brake in Three Gorges Project;三峡工程永久船闸高边坡稳定性的评价与分析
18.The Deformation Monitoring and Back Analysis of High Rock Slope of the Three Gorges Project Permanent Shiplock;三峡工程永久船闸高边坡变形监测及反分析
相关短句/例句
TGP shiplock三峡船闸
1.Geostatic stress measurement for TGP shiplock and its dynamic variation after excavation;三峡船闸区地应力测量和开挖完成后动态变化
2.In water filling and debug period of the TGP shiplock in October,2002,when water level of north lane chamber 2 reached El.2002年10月三峡船闸有水调试期间,二闸室在充水水位达到高程140 m时,在基础排水廊道检查止排水效果的人员发现二闸室北17结构块从上游数第2个和第3个墙后排水管出水流量较大;其中第2道墙后排水管出水流量约7 L/min,第3道墙后排水管出水流量约120 L/min;为此,在三峡船闸混凝土缺陷处理过程中大量采用了新工艺、新方法,其中对北线二闸室北17结构块架空部位的处理方法,是在无法完全封闭状态下进行的灌浆,该方法可供处理类似的混凝土缺陷借鉴。
3)Three Gorges Ship Lock三峡船闸
1.SiX Months′ Trial Navigation of Three Gorges Ship Lock;三峡船闸试通航半年简析
2.Navigation failure rate of Three Gorges ship lock operating in various pattern;三峡船闸几种运行状态故障率探讨
4)the Three Gorges Lock三峡船闸
1.Hydraulic study of valve with extra long emptying culvert of the Three Gorges Lock s last chamber(3)——Measures improving the valve working conditions with emergent valve closing;三峡船闸末级闸首超长泄水廊道中阀门水力学关键问题研究(3)——事故动水关闭情况下改善阀门工作条件的措施
2.Hydraulic study of valve with extra long emptying culvert of the Three Gorges Lock s last chamber (1) —Hydrodynamic characteristics of valve with normal valve opening;三峡船闸末级闸首超长泄水廊道中阀门水力学关键问题研究(1)——正常开启过程的阀门水动力学特性
3.The hydrodynamic characteristics of the emptying valve of the Three Gorges Lock’s last chamber during emergent closing operation are described.运用物理模型试验和数学模型计算的结果 ,阐述了三峡船闸末级闸首超长泄水廊道的阀门在事故动水关闭过程中 ,阀门段水流出现的明满流交替流态特征 ,分析了阀门关门速率、起关开度对阀门后廊道冲击特性的影响 ,实测了阀门可能承受的最大作用水头 ,探讨了阀门启闭力、支铰荷载和阀门段的空化特性 。
5)TGP double lane shiplock三峡双线船闸
1.The underground water filling and emptying system of TGP double lane shiplock is complicated in structure, and the various tunnels and shaft well form a huge underground cavity group.三峡双线船闸地下输水系统结构设计复杂,由平、斜、竖隧洞和竖井错落相贯构成了庞大的地下洞室群,施工历时4 a共完成混凝土浇筑59。
6)Three George temporary ship lock三峡临时船闸
延伸阅读
《船闸》 通航建筑物专著。Α.В.米哈伊洛夫著,1956年苏联莫斯科交通出版社出版,1966年修订再版。作者是苏联技术科学博士,莫斯科土建学院教授、苏联水运规划设计院总工程师。1957年上海科学技术出版社出版中译本。译者为余家洵等。 该书全面而系统地论述了船闸的类型、布置和设计原理,反映了苏联20世纪30年代以来,在伏尔加河、第聂伯河及莫斯科运河、伏尔加-顿运河等水域上所建数十座大型船闸的设计和建设经验及科研成果。其中许多方面是作者多年研究所得,如对过闸船舶缆绳拉力的计算、对引航道的非恒定流运动等均有独特见解。