1) pre-aerator
前置掺气坎
1.
The hydraulic characteristics of the smooth spillway,the stepped spillway and the pre-aerator stepped spillway have been studied respectively.
对光滑溢洪道、阶梯溢洪道和前置掺气坎式阶梯溢洪道水力特性进行了对比研究。
2) pre-aerator stepped spillway
前置掺气坎式阶梯溢洪道
1.
Calculation of aerated water depth and energy dissipation rate of a pre-aerator stepped spillway
前置掺气坎式阶梯溢洪道掺气水深及消能率的计算
3) aerator
[英]['eiəreitə] [美]['eə,retɚ]
掺气坎
1.
Analysis on length of air cavity of lateral aerators;
侧墙掺气坎空腔长度初探
2.
Effect of upstream aerator in ogee section of spillway tunnel on cavitation alleviation of downstream sidewall;
泄洪洞反弧段上游掺气坎对反弧段下游侧墙的减蚀作用
3.
Calculation of the cavity length of jet flow from chute aerators;
掺气坎(槽)射流空腔长度的计算
4) aeration ridge
掺气挑坎
1.
According the experiment data,we analyzed the alternation of water surface profile which changed by the aeration ridge of flood way,from it,we knew that the aeration ridge can increase the water depth of channel,and the influence depends on flow velocity,the shape of aeration rid.
利用已有的试验资料分析了泄槽设置掺气挑坎后对水面线产生的扰动影响。
2.
The results showed that when spillway has many aeration ridges,the distributing of dynamic water pressure is abnormity.
通过对已有溢流混凝土面板堆石坝模型试验成果的分析,发现当泄槽设置多道掺气挑坎时,由于掺气挑坎对水流的扰动影响,使得泄槽底板上的动水压强分布极不规则,作用于泄槽底板上动水压力的模型试验实测值与计算值相差较大,并随底板在泄槽中所处的位置而变化;根据模型试验实测值与计算值的对比,提出了计算底板动水压力时的修正建议。
5) bucket aerator
掺气挑坎
1.
Experimental and numerical modeling for the location of a bucket aerator on an arch structure;
渥奇面上掺气挑坎位置的试验与数值计算分析
2.
When a bucket aerator is laid on an arch structure,serious spray may occur with high velocity,intense spray is negative to the discharging structure,which should be avoided.
渥奇面上设掺气挑坎,流速大时可能发生散水现象,强烈散水会对泄洪建筑物产生不利影响,应尽可能避免。
6) aerator with vertical drop
跌坎掺气
补充资料：坎炁（qì气）
坎炁（qì气）
坎炁（qì气） 炁，同气。脐带的别名。参脐带条。
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