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1)  experiment in the wave tank
波浪水槽试验
2)  wave flume experiment
波浪水槽实验
3)  wave tank
波浪水槽
1.
Fully nonlinear three-dimensional numerical wave tank simulation;
三维完全非线性波浪水槽的数值模拟
4)  Lab flume testing
波浪试验
5)  flume test
水槽试验
1.
The velocity distribution characteristics, variation of the boundary shear stress and influences of the hydraulic parameters on the discharge capacity in a compound cross section channel are studied by using flume test.
采用水槽试验研究复式断面水流流速的横向分布特征、边界剪切应力变化规律以及水力参数对断面过流能力的影响,并得出了滩槽流量分配计算式。
2.
The results of flume tests show that a suitable sucking spouting discharge (1 5%-2% of the whole .
水槽试验表明 ,吸、喷水量为水槽中总流量的 1 5 %~ 2 %时 ,回流长度将减小 70 %~ 80 % 。
3.
A flume test is carried out on the threshold velocity for the coherent silt sampled in the sea area near the Cangnan power plant in Zhejiang Province.
结合浙江苍南电厂工程要求,在拟建航道处的试挖槽附近取样,对粘性淤泥的起动进行了室内水槽试验。
6)  flume experiment
水槽试验
1.
Based on the flume experiment of bank protection engineering on small particle stones and the experimental project of pebble bank protection in the Xiongjiazhou reach of lower Jingjiang River,the feasibility of using small particle stones in the bank protection works in the middle and lower Yangtze River were studied.
根据散粒体颗粒的起动流速公式,计算分析小颗粒石料在不同水流与边界条件下的起动流速,并根据小颗粒石料护岸工程的水槽试验,结合下荆江熊家洲河段的卵石护岸试验工程,研究了小颗粒石料在长江中下游护岸工程中的可行性。
2.
The threshold phenomenon of fine sediment under wave action is described based on a flume experiment.
通过室内水槽试验,描述了波浪作用下细颗粒泥沙的起动现象。
3.
Good results are obtained through the comparison of stochastic simulation and flume experiment.
利用Monte Carlo法对抛石机理进行了初步研究 ,并与水槽试验进行对比 ,结果较为满意 ,对条件相近河道护岸船抛块石具有借鉴作
补充资料:保险商实验室安全标准(见保险商实验室)


保险商实验室安全标准(见保险商实验室)
safety standards of UL: see Underwriters Laboratories; UL

  Baoxianshang Sh啊nshi anquan bicozhun保险商实验室安全标准(saJ七ty stand助dsofUL)见保险商实脸室。
  
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