1) water entry
进水，进水口
2) intake entrance
进水口门
1.
This paper puts forward the optimum flow and intake entrance to satisfy the scenic and tourist requirements of the Suzhou old city canal system, based on water quality and water quality modeling experiments.
本文通过水量和水质模型试验，提出了苏州古城河道为满足景观、旅游要求的最优引水流量和进水口门。
3) intake
[英]['ɪnteɪk] [美]['ɪn'tek]
进水口
1.
Model experiment study on fluctuating pressures in variable elevation intake for a certain hydroelectric station;
某水电站分层取水进水口脉动压力模型试验
2.
Influence of intake and tail channel layout of hydropower plant on turbine generator output;
水电站进水口与尾水渠布置对机组出力的影响
3.
Type of desilting bottom intake for hydropower station;
水电站进水口排沙底孔的型式
4) water intake
进水口
1.
The dynamic structural analysis of the left-bank turn monolith of Longtan Hydropower Station with or without water intake scheme for small power set is researched by the response spectrum method based on the linear elastic 3D finite element method(FEM).
基于线弹性三维有限元法,采用振型分解反应谱法,对龙滩水电站左岸拐弯坝段设小机组进水口方案和取消小机组方案分别进行了动力计算分析,研究了该坝段的位移和应力分布规律。
2.
Because of the different height of base level of Longtan Dam,anomalous shape and complex pression,3D Finite Element method is adopted in order to verify whether the dam is suitable for add an water intake.
龙滩水电站左岸拐弯坝段坝基面高差起伏大,坝体形状不规则,受力情况复杂,为检验该坝段是否适合增设小机组,采用线弹性三维有限单元法[1],对左岸拐弯坝段设和不设小机组进水口两种结构方案下,大坝在各种荷载组合作用时的受力情况进行比较分析,从而为该坝段设计提供依据,对类似工程具有一定的参考意义。
5) inlet water injection
进口喷水
1.
The limiting factors of application wet compression technology with inlet water injection in compressor;
压气机进口喷水湿压缩技术应用的限制因素
6) inlet/outlet
进出水口
1.
Based on the study and summarization of experimental data of low reservoir at Guangzhou pump-storaged plant in this paper,the experimental research results of model design and hydraulic character,and somatotype optimization of the low reservoir inlet/outlet is introduced.
对该电站下库进出水口试验资料进行分析和总结 ,并介绍该电站下库进出水口模型设计、水力参数和体形优化等试验研究成
补充资料：斜拉闸门式进水口
斜拉闸门式进水口
inclined drawing gate intake
x iela zhamenshi iinshuikou斜拉闸门式进水口(inelined drawi雌gate intake)沿土石坝上游坡或水库岸坡设置的小型坝下涵管的进口建筑物。垂直于坡面设进水管，进水管下设消能室，再接坝下涵管。进水管管口上沿坡面设平面或转动圆盘等型式的斜拉闸门，通过拉压杆由设在坝顶或岸坡平台上的启闭机操纵。平面斜拉闸门不能靠自重关闭，需采用能施加压力的螺杆式启闭机。为防止闭门时拉压杆产生纵向弯曲，沿拉压杆每隔1一2米设一支柱和防弯环，见图1。转动圆盘式斜┌────────────────┐│生尝二J二二目生‘二盆二二口比二 │└────────────────┘ 图1平面斜拉闸门拉闸门由底座板、圆盘闸门、杠杆及拉链组成，启闭机通过拉链施力于杠杆而使圆盘闸门开启或关闭，见图2。这种小型进口建筑物，构造简单，施工方便，造下涵管〕 ┌────┬──────────────┐ │l │I │ ├────┼──────────────┘ │”\\、{ │ ┌──┼────┤ │J‘ │:、屯 │ │， │ │ ├──┼────┘ │J │ └──┘ ┌─┬─┬───┬─┬─┬─┬─┬─┬─┐ │T │} │尸分尸│l │! │ │l │{ │ │ └─┴─┴───┴─┴─┴─┴─┴─┴─┘图2转动圆盘式斜拉闸门价低廉，但闸门不能提出水面，检修困难，且只能取水库底层水。(冯训文)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条