lock chamber
英 [lɒk ˈtʃeɪmbə(r)]
美 [lɑːk ˈtʃeɪmbər]
网络 闸室
英英释义
noun
- enclosure consisting of a section of canal that can be closed to control the water level
双语例句
- Test on Limiting Bearing Capacity of Soil Layer Anchor Rod of Lock Chamber Structure
船闸闸室墙结构土层锚杆极限承载力试验 - In the course of filling of Mashi Lock, a lot of air from the valve well comes into the culvert so as to produce many big air bubbles in the chamber, which is dangerous to the passing ships.
麻石船闸在灌水过程中，输水廊道的阀门井处大量进气。空气经廊道进入闸室，在闸室中形成大气泡，威胁过闸船舶安全。 - Investigations on the oxygen contamination in the μ c-Si ∶ H thin films deposited by very-high-frequency plasma-enhanced chemical-vapor deposition ( VHF-PECVD) technique with and without load lock chamber have been reported in this paper.
对不同的本底真空条件下，采用甚高频等离子体增强化学气相沉积技术沉积的氢化微晶硅（μcSi∶H）薄膜中的氧污染问题进行了比较研究。 - Being a sophisticated spatial structure system conventional methods in mechanics of materials and structural mechanics find difficulty in describing the real burdening situation of lock chamber, and presents embarrassment in designing.
泄水闸室属于一种复杂的空间结构，传统的材料力学和结构力学方法计算难以真实的反映其受力状态，必然给设计工作带来一定的困难。 - The calculation methods of lock chamber wall are mostly approximate with many assumptions, which still need proving both by theory and experiments.
对于岩基上船闸闸室墙的计算方法大多均是作了许多假定不完善的近似方法，其假定是否成立仍需在理论、实验上进一步探讨。 - This paper introduces the technology of anti-seepage treatment on structural joints in the fourth lock chamber northern in TGP's permanent lock, mainly states the technique and material used in project as well as construction process.
本文介绍了三峡永久船闸北线四闸室结构缝防渗处理工程中处理的工艺、使用的材料、施工的过程。 - The going forward and back of flaw-detecting system is controlled by the lock gear inner the chamber, and its velocity is adjusted by it.
膛内定位机构控制系统前进与后退及调整运动速度。 - Non-linear Analysis on Contact Area Between Lock Chamber and Foundation Rock
混合式闸墙与基岩间的非线性接触分析 - Application of DFS Algorithm in the Arranging of Three-gorges Permanent Lock Chamber
DFS算法在三峡永久船闸优化编排中的应用 - Horizontal displacement moves to the ship lock chamber, the maximum deformation is 26.14 mm. With the end of excavation the deformation approximately trends to be stable, and at present the deep rock mass of high slope is in the steady condition.
岩体水平向位移表现为向闸室方向，最大变形为26.14mm，随着开挖的结束，变形基本趋于稳定，目前高边坡深层岩体处于稳定状态。