1) submerged cavitating water jet
淹没空化水射流
2) submerged water jet
淹没水射流
1.
Equation of soil bore enlarging with submerged water jet and experimental study;
淹没水射流土层扩孔方程
2.
By using the panel method,the fluid field of submerged water jet noaales is calculated and the numerical results are compared with the experimental.
应用面无法对淹没水射流锥形喷嘴流动特性进行了简要的计算，并结合试验结果作了分析与比较，指出分析不同结构喷嘴内部及射流区域内的压力系数分布，可以得出喷嘴的收缩角。
3) submerged jets of water
淹没水射流
1.
Experimental investigation washing vegetables with submerged jets of water;
淹没水射流方式清洗蔬菜的探索研究
2.
Experimental study on washing cherry tomatoes with submerged jets of water was carried out.
该文采用试验的方法对淹没水射流方式清洗樱桃番茄进行了研究。
3.
The experiment verified the kinematic law of vegetables under the condition of submerged jets of water,which provided theoretical and test absis for the design of the vegetable washers.
该文介绍了淹没水射流蔬菜清洗机的基本结构特征;根据水力学原理,分析了淹没水射流对蔬菜清洗的作用原理及蔬菜在清洗过程中的运动状态;通过制作试验装置进行试验,验证了蔬菜在淹没水射流作用下的运动规律,为该类清洗机的设计提供了理论依据和试验基础。
4) horizontal submerged jets
水平淹没射流
1.
Factors affecting the hydraulic characteristics of horizontal submerged jets;
多股水平淹没射流水力特性的影响因素研究
5) submerged jet
淹没射流
1.
Application of PIV for submerged jet in water cushion pool;
PIV技术在水垫塘实验模型淹没射流中的应用
2.
Numerical simulation and study of energy dissipation for multilayer submerged Jet within a water cushion pool;
水垫塘多层淹没射流数值模拟及消能研究
3.
The hot-film anemometer is applied to measure the time-average velocity and velocity fluctuation distributions of the submerged jet along its flow course at the bottom of scour pool.
为探讨挑射水流在冲坑内的基本特征与消能机理,首次利用热膜测速技术量测定床冲坑中淹没射流的沿程时均流速和脉动流速分布,并同时量测沿坑底的压强场,给出入射区、冲击区和壁射流区3个子区的流速和压强的变化规律;计算坝面摩阻消能、空中扩散消能和冲坑水垫中紊动剪切消能3部分的消能效率。
6) submerged jets
淹没射流
1.
Numerical simulation of 3-D flow field of multi-horizontal submerged jets into plunge pool;
多股水平淹没射流水垫塘流场数值模拟
2.
A large number of test and research results of the pool with several horizontal submerged jets showed that the better shape of chute channel is equal-wide or micro-contraction.
多股水平淹没射流消力池的大量试验研究结果表明:泄槽的体形以等宽或微收缩为宜;水平方向窄而垂直方向厚的水舌适应水位变化的稳定性较好,能始终保持水平淹没射流状态;表、中孔的最优坎高差应大于中孔水流的主流水深,以使表层水跃的回流漩滚区向两侧表孔溢流面充分扩散,从而减弱或消除中孔表层水跃的横轴漩滚。
补充资料：水泵气蚀(见空化与空蚀)
水泵气蚀(见空化与空蚀)
shuibeng qishi水泵气蚀见空化与空蚀。
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