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
- Technical measures taken for the Zaohe3rd lock chamber are discussed in view of the construction characteristics and thorny problems and according to the construction procedure.
针对皂河三线船闸闸室施工特点、难点，依据闸室施工工序，提出了应采取相应技术措施施工。 - 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。 - The realizable κ~ε turbulent model was used to carry out the unsteady calculation about the simulation system which was composed by batch handling lock hopper and scrubbing cooling chamber. The result of numerical simulation agrees well with the operation value.
在由间歇排渣型锁斗和洗涤冷却室组成的模拟系统中，应用Realizableκ~ε湍流模型进行了非稳态计算，得到的计算结果和实际情况比较吻合。 - Analysis of vibrating effect of blasting demolition of spillway lock chamber near dilapidated house
危房附近溢洪道闸室的拆爆振动效应分析 - The lock is ship pass building which overcome the centralized water level difference formed by dam building ( or natural) on the river. The lock consists of head bay, trial bay, gates and lock chamber.
船闸是克服河流上建坝（或天然）形成的集中水位差的一种过船建筑物，它由上下闸首、闸门、闸室等组成。 - The Analyses and Research on the Ultimate Bearing Capacity of Soil Layer Anchor Rod in Lock's Chamber Structure
船闸工程土层锚杆的变形及设计承载力分析研究 - Construction Method of Sunk Shaft of Lock Chamber
水闸微机监控系统闸室沉井沉放施工技术 - 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。 - While FEM, which is more fine and accurate, is rarely applied to the structural calculation of lock chamber wall.
而作为精确求解的有限元法在船闸闸室墙结构计算中应用较少，其关键在于正确地建立一套与之相适应的有限元前、后处理模型。 - 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。