排水出口

词组短语

drain outlet

与排水出口相关的网络例句 [注：此内容来源于网络，仅供参考]

The intermediate water path are connecting with weft throwing nozzles.

供水水路的流出口可借助滑动体的上下移动将一对中间水路及一对中间排水水路连接。

First chapter is the summary, mainly introduced the project basic survey; Second chapter for the dam site hydrology characteristic, introduced the Hubei -01 key project in the basin specially is nearby the dam site hydrometeorology survey; Third chapter for the key position and the storehouse district terrain geology condition, introduced explained the dam site specially is nearby the dam spool thread terrain geology condition; Fourth chapter for the key position building shaping and the hydrology computation, including determined key position the project rank, the building shaping, adjusts Hong to calculate, blows off the bottom hole cross section size drawing up with initially to draw up the key position scheme of arrangement; Fifth chapter draws up for the size with the dam body arrangement, including the shaping, the Liang section plane determination, the dam body dam base guards against infiltrates the draining water facility the arrangement and the dam body plane arrangement and the stress stable analysis computation; Sixth chapter for the flood discharge design, mainly is the top of dam detailing and the downriver disappears can design; Seventh chapter for blows off the building the design, mainly is to imports the building the detailing strobe arrangement and Kong Shen and the exportation disappears can the design; Eighth chapter pilots the system and the power plant workshop design for the power plant, mainly is directs the system and the power plant workshop design to the power plant; Ninth chapter is ground processing, including ground excavating, the cleaning up, solidifies the grouting, the curtain is in the milk and all that some processing measure.

第一章为综述，主要介绍了工程的基本概况；第二章为坝址水文特性，介绍了鄂-01枢纽工程所在流域特别是坝址附近的水文气象概况；第三章为枢纽及库区地形地质条件，介绍说明了坝址特别是坝轴线附近的地形地质条件；第四章为枢纽建筑物的选型及水文计算，包括确定枢纽的工程等级，建筑物选型，调洪演算，放空底孔断面尺寸的拟定和初步拟定枢纽布置方案；第五章为拱坝尺寸拟定和坝体布置，包括拱坝的选型、拱冠梁剖面的确定、坝体坝基防渗排水设施的布置及坝体的平面布置和应力稳定分析计算；第六章为泄洪的设计，主要是坝顶的细部设计和下游消能设计；第七章为放空建筑物的设计，主要是对进口建筑物的细部设计闸门布置及孔身和出口消能的设计；第八章为电站引水系统及电站厂房设计，主要是对电站引系统和电站厂房的设计；第九章为地基处理，包括地基的开挖，清理，固结灌浆，帷幕灌浆以及其他一些处理措施。

In this thesis, I summarize the theoretical calculation method, applied scope and notice of siphonic drainage system, and point out the advantage of siphonic drainage system compared with gravitation drainage system. In the archetype experiment study of siphonic drainage tube, I adopt different tube diameter and different structural height to survey the drainage volume and press in different place. I observe various kinds of flow state, and get chief factors which influence hydraulic peculiarity of system as the tube diameter or structural height, and find out the relevance of factor to flux. I apply CFD Fluent software and adopt standard k-ε model and RNG k-ε model, then use finite volume method and second-order upwind scheme to discrete numerical model, while coupling numeration of velocity field and press is based on SIMPLE. In the numerical simulation of curved part of tube, siphonic drainage tube experiment system and multi-outlet siphonic drainage system, I make research on internal velocity and press of system in different project condition by changing the tube diameter of curved part, negative press value in tube export and improving the quantity of water gutter. This thesis first adopts a method of combining archetype experiment and numerical simulation to study the siphonic drainage system, test and verify the validity of experiment and numerical simulation, and makefurther study on system, it solves the problems of limited testing conditions, and has a logical results, it can provide a valid method for optimizing and designing the drainage tube-net system. The conclusion have referring value for study and design of siphonic drainage system.

本文首先对虹吸式排水系统理论计算方法、适用范围以及注意事项做出总结，并分析了虹吸式排水系统的优势；再对虹吸式排水管道进行原型试验研究，采用不同管径不同立管高度，对系统流量、管道压强进行量测，观察了各种工况下的流态，对其水力特性进行研究分析，找出影响水力特性的落差、管径主要因素以及与排水量的关系；进一步应用计算流体力学Fluent软件，采用标准κ-ε模型与RNGκ-ε模型，计算过程应用有限体积法和二阶迎风格式对数值模型进行离散，速度和压力的耦合采用SIMPLE算法，分别对系统弯管段、虹吸排水管道试验系统、多斗虹吸式排水系统进行数值模拟分析，通过改变管段弯头处半径、管段出口负压值、增加雨水斗数对不同工况下系统内部的速度和压力进行研究；本文首次采用结合原型试验与数值模拟相结合的方法，对虹吸式屋面雨水排水系统进行研究，试验与模拟相互验证，并进行拓展，很好地解决了虹吸式屋面雨水排水系统由于试验条件限制问题，结果正确合理，为排水管网系统设计和优化研究提供了有效的方法，对工程设计有较好的参考价值。

The valve is installed at the outlet of pump and suited to prevent media from flowing backwards and eliminate effectively damageable water hammer in pipelines flowing media of fresh water , polluted water , sea water.

本系列产品可用在清水、污水、海水等介质的排水水泵出口管道上，既能用于防止停泵时有压水流对水泵的冲击，又能防止介质的倒流，保证管线的使用安全。

Can it collect excrement or preent excrement from going into rier?

化粪池的出口连接到城市的更大的公共排水管道。

In Costa Rica, maximum yield research has demonstrated that yields of 3500 exportable boxes/ha/year are possible using the adequate amount of fertilizers along with adequate crop management practices which include 12 split applications of the recommended rate of fertilizers, nematode and sigatoka control and good drainage.

哥斯达黎加的最大产量研究结果表明，经12次分期充足施用推荐量肥料、防治线虫和叶斑病和良好排水等作物管理措施，产量可达3500出口货箱/公顷/年。

Safety valve along with its outlet piping and downstream piping of such valves as steam blow off valve,vent and drain valve,shall not be not insulated,unless otherwise specified.

安全阀随着其出口管道与下游管道的阀门，如作为蒸汽打击小康阀，通风口和排水阀门，不得有不绝缘，除非另有说明。

Authors I have observed two projects have been completed, the interior pipe leaks water main pipe at the interface capillary action of water leakage, as well as contacts at one end and Atmospheric Test drainage valves and pump check valve leakage of water exports.

作者本人曾观察过两个已竣工的工程，室内管道的泄漏水主要在管道的接口处毛细作用渗漏水，以及一端与大气接触的试验排水阀门和水泵出口止回阀的泄漏水量。

Type CM tide gate is set in the entrance to rivers for occasions that there is little pressure loss in the pipeline, no frequent action and no high tightness requirement.

CM 型潮门主要用于对管道压力损失要求不高；非频繁动作且密封要求不高的场合。一般应用于江河沿岸、市政排水管道出口。

与排水出口相关的网络解释 [注：此内容来源于网络，仅供参考]

Agricultural exports：農產品出口

Agricultural drainage 农田排水 | Agricultural exports 农产品出口 | Agricultural extension 农业推广

exhaust outlet：排出支管,排水孔=>排気口

exhaust orifice 排气孔,排气口 | exhaust outlet 排出支管,排水孔=>排気口 | exhaust outlet casing 废气出口壳

drainage pump station：排水抽水站

drainage outlet 排水出口 | drainage pump station 排水抽水站 | drainage river basin 河川硫