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completion
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  竣工
    Some Discussion on Auditing of Final Completion Cost Accounts for Water Conservancy Project
    浅谈水利工程竣工造价决算审计
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    2-4 Years after completion of the dam, settlements are nearly stable.
    坝竣工2-4年后,变形即基本稳定。
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    The quality inspection and examination after completion of the project show that the cutoff wallscould meet the design requirementswith excellent quality.
    工程竣工后,经质量检查、检测防渗墙质量优良,达到设计要求。
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    Procedures for preparing the documents of completion of Jinhe Hydropower Station
    金河电站工程竣工资料编制的工作程序
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    Discussion of the Preparation for Large-scale Hydraulic Project Completion Acceptance
    浅谈大型水利工程竣工验收准备工作
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  “completion”译为未确定词的双语例句
    Diaphragm Wall Completion Technology with Vibro-sinking High-pressure Grouting
    振动成孔高压喷射注浆成墙技术
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    Seepage Analysis of Xiaowan Site after the Completion of the Dam
    小湾坝区建坝后的渗流分析
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    On Comprehensive Harnessing Cheng-Han Reach of The Yangtze River after Completion of Three Gorges Project
    论三峡工程建成后长江城汉河段的综合整治
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    Implementing the 400-m scheme with one-stage completion and bringing the huge benefits of the Longtan Project into full play
    龙滩工程按正常蓄水位400m方案一次建成效益巨大
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    Also, some of methods in principle of dealing with particular contract events have been suggested. All of these exploration, discussions and suggestions are hoped to be valuable to and will shine light on the completion and perfect of the contract management of Chinese international engineering project construction.
    本文在黄河小浪底水利枢纽工程建设合同管理案例分析的基础上,结合国际、国内其他国际工程建设的合同管理实践及后果,针对中国国际工程管理的特点,对具体合同事件的处理前瞻性地提出了一些原则性方法,期望能对中国国际工程建设合同管理的完善起到抛砖引玉的作用。
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  completion
Vinberg, and we establish a connection with the wonderful completion of the associated adjoint symmetric variety due to C.
      
We prove that the elements A\leqslant defined by Lusztig in a completion of the periodic module actually live in the periodic module (in the type A case).
      
The pharmaceutical sciences are advancing rapidly in the post-genomic era of the 21st century with the completion of the human genome, as well as those of many other organisms including bacteria and parasites, and the rapid advances in proteomics.
      
The idea comes from the completion technique ever used in LQ optimal control.
      
The objective is to find an optimal sequence to minimize the cost of completion times and the cost of compression.
      
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The geological conditions of this underground hydroelectric power plant is very com- plex. The high angle faults, low angle faults and fractures in the same directions have developed under the influence of areal geological structures. The stability and perfection of the rock pillar between the main machine hall and the tailwater surge chamber was spoiled by longitudinal and transversal fractures which intersected each other and dissected the rock pillar into more than ten rock blocks. Simultaneously, some rather...

The geological conditions of this underground hydroelectric power plant is very com- plex. The high angle faults, low angle faults and fractures in the same directions have developed under the influence of areal geological structures. The stability and perfection of the rock pillar between the main machine hall and the tailwater surge chamber was spoiled by longitudinal and transversal fractures which intersected each other and dissected the rock pillar into more than ten rock blocks. Simultaneously, some rather instable rock masses were formed in some parts of the upstream and downstream side-walls of the main machine hall. Besides, in consequence of the insufficiency of geological data and rock test results, the choice of the axis of the main machine hall and the layout of underground structures are not quite ideal. The density of rock chambers is very big, and the intersections of the chambers with lateral galleries totalled nineteen, thus enhanced the difficulty of construction of the underground power plant, Therefore, some suitable engineering structural measures were adopted at the principal positions, such as: the use of deep rock anchor piles, hollow anchor rock chambers, lateral buttress and propped beams; rectification of local layout; the adoption of a more reasonable construction schedule, and a series of constructional safety measures, such as, capping, locking, anchoring, thrusting, bracing, hooping etc. From prototype observations and the results of finite element analysis of the stress and deformation calculation of the surrounding rock[1], it is evident that these measures are effective and ensured the completion and safety operation of underground power plant. Further prototype observations and investigations are still under way.

本电站地下厂房的地质条件比较复杂。在区域地质构造影响下,陡倾角和缓倾角断裂及其同方向裂隙发育,纵横切割,将厂房和尾水调压井间的岩柱分割成十多个块体,破坏了岩柱的完整性,威胁着岩柱的稳定性。同时,在厂房上下游边墙的局部地段形成比较严重的不稳定岩体。此外,由于地质勘探资料不足,厂房轴线选择和地下建筑物布置也不尽合理,洞室密度过大,交叉口多达19个,这更增加了地下厂房枢纽修建的困难。对比,在各关键部位采取了工程结构处理措施,诸如深孔锚桩、空心锚洞和横向撑墙及撑梁等;调整了局部的布置;采用了比较切合实际的施工程序和一系列施工安全技术措施,如戴、锁、锚、插、撑、箍等。从原型观测和用有限元法对围岩应力应变计算成果的分析看,以上这些措施都是切实有效的,保证了地下厂房的顺利建成和安全运行。今后,仍将继续加强原型观测和研究工作。

Two diaphram walls of Bikou Earth-Rockfill Dam were built before the fill of dam, while the diaphram wall of Zhelin Earth-Rockfill Dam was built after the completion of dam. The observational and predicted values of stresses and horizontal deflection of these wall differ widely. The following results are obtained: the plastic clay near the top of the wall causes plastic deformation and is in the limit equilibrium state; the vertical load carried by the wall is mainly caused by the side friction acting...

Two diaphram walls of Bikou Earth-Rockfill Dam were built before the fill of dam, while the diaphram wall of Zhelin Earth-Rockfill Dam was built after the completion of dam. The observational and predicted values of stresses and horizontal deflection of these wall differ widely. The following results are obtained: the plastic clay near the top of the wall causes plastic deformation and is in the limit equilibrium state; the vertical load carried by the wall is mainly caused by the side friction acting on the surfaces of the wall; the most part of horizontal deflection occurs during the construction of dam; larger bending moment appears near the interfaces between different soil layers; the thicker the wall, the worse the stress state is. Finally, the sealing effect of the wall is analysed.

先建墙后筑坝的碧口土石坝两道防渗墙和先筑坝后建墙的柘林土石坝防渗墙的应力和水平位移的观测值和设计计算值差异很大。观测成果表明邻近墙顶的土体已发生塑性变形处于极限平衡状态,两侧土体作用于墙面的摩擦力是墙承受的主要竖向荷载之一,墙的水平位移主要发生在土石坝施工期,在不同土层的交界面附近墙承受较大弯矩,增大墙厚会恶化墙的应力状况。最后,分析了墙的防渗效果。

According to the data of field observations, the behaviours of defor- mations and stresses in Hengshan earth dam are studied in this paper. It has been proved that settlements and displacements may be expressed by hy- perbolic equation. Displacement ratio is almost independent of time. 2-4 Years after completion of the dam, settlements are nearly stable. The ratio of stable settlements to ultimate settlements is over 80%. When the reservoir is first impounded there is obvious influence on settlements at...

According to the data of field observations, the behaviours of defor- mations and stresses in Hengshan earth dam are studied in this paper. It has been proved that settlements and displacements may be expressed by hy- perbolic equation. Displacement ratio is almost independent of time. 2-4 Years after completion of the dam, settlements are nearly stable. The ratio of stable settlements to ultimate settlements is over 80%. When the reservoir is first impounded there is obvious influence on settlements at upstream crust of dam. Settlements on different levels in the clay core are also studied. After construction, the pore water pressure obviously increases and the earth pressure decreases in the clay core. These phenomena are un- usual.

本文通过原体观测资料的分析研究了横山土坝的变形及应力特性。分析表明,横山坝的沉降和位移均可用双曲线方程表示,位移比基本上不随时间而变,可视为常数。坝竣工2-4年后,变形即基本稳定。此时,稳定沉降达最终沉降的80%以上。水库首次蓄水对上游坝壳的沉降有较大的影响。另外,也研究了心墙分层沉降的特性。心墙内的孔除水压力有明显增大,而土压力则减小,这些现象是不正常的。

 
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