水冲击压力的英文

• water-hammer pressure

• "水"英文翻译    water
• "冲击"英文翻译    lash; pound
• "压力"英文翻译    pressure; tension
• "冲击压力" 英文翻译 :    impact pressure; impact stress; impact tension; impact-pressure; pressure; impact; shock pressure; surge pressure
• "冲击压力管" 英文翻译 :    impact-pressure tube
• "波浪冲击压力" 英文翻译 :    shock pressure
• "气流冲击压力" 英文翻译 :    impact air pressure
• "最大冲击压力" 英文翻译 :    peak shock pressure
• "冲击压力发生频率" 英文翻译 :    occurrence frequency of impact pressure
• "冲击压力探测器" 英文翻译 :    shock pressure detector
• "冲击压力吸收器" 英文翻译 :    shock pressure absorber
• "冲击压" 英文翻译 :    shock pressure
• "冲击压力吸收器 水击吸收器" 英文翻译 :    shockpressureabsorber
• "水冲击" 英文翻译 :    water impact; water slug
• "冲击压强" 英文翻译 :    impact pressure
• "冲击压碎性" 英文翻译 :    shock crushing method
• "冲击压头" 英文翻译 :    impact head
• "砰击压力" 英文翻译 :    slamming pressure
• "水击压力" 英文翻译 :    surge pressure
• "中击压力" 英文翻译 :    shock pressure
• "冲击压缩曲线" 英文翻译 :    shock-compression curve
• "冲击压缩试验" 英文翻译 :    impact compression test
• "洪水冲击" 英文翻译 :    alluvion
• "流水冲击波" 英文翻译 :    hydroblast
• "入水冲击力" 英文翻译 :    water entry impact force

• The main contents are as follows : in order to finish this work well , the author collected the basic parameters of water cushion in china and foreign countries , and analyzed the questions and shortcoming in the designing of cushion in domestic and abroad , and summarized the design experiment of xiao wan hydraulic power station and ertan hydraulic power station in china , finally the main controlling design parameters of baishan water cushion , that is the allow dynamic impact water pressure and unit water consumed energy rate were asserted
  具体内容如下：为了做好白山水垫塘设计，本文通过收集国内外水垫塘设计的基本参数，分析水垫塘设计存在的问题及不足，总结国内小湾、二滩工程的经验，确定白山水垫塘设计主要控制参数即允许动水冲击压力及水垫塘单位水体消能率。
• According to the selected project , a stability test with scale of 1 : 35 of cushion bottom had been done . with the research results of the experiments and the flow shape of xiao wan hydraulic power station were thought about , on the other hand , the ternary complex jet shape of baishan water cushion was analyzed , all this gave a base for the analysis of the force of the cushion bottom . through observation , the dynamic water pressure , the fluctuation pressure , the time - homogeneous pressure on the surface of the bottom and the characteristics of the fluctuation pressure could be got , also the calculation method and the test results were compared to get the argument
  针对选定的方案，进一步做了1 ： 35比尺的水垫塘底板稳定性试验；通过试验及借鉴小湾水垫塘内水流流态的研究成果，分析白山水垫塘内三元复杂淹没射流流态，为水垫塘内底板受力分析打下基础；通过观测得到水垫塘底板动水冲击压力、脉动压力、底板上下表面的时均压力及脉动压力特性，并通过计算方法与试验成果进行相互比较论证。