starting velocity meaning in Chinese
初速
起始速度
Examples
- This article angle has analyzed the higher professional technical education from cbe / dacum " the electrical control technology " the curriculum ability localization , according to the higher professional technical education " the electrical control technology " the curriculum ability localization , point out the insufficiency and flaw existed in commonly used control electric appliance choice , electrical pilot wire road map , electricity control system installment , wiring craft , electrical control line fault diagnosis system approach , new starting velocity modulation equipment and control circuit , control circuit and main circuit aspect and so on
摘要本文从cbe / dacum角度分析了高职“电气控制技术”课程的能力定位，根据高职“电气控制技术”课程的能力定位，指出了现行高职“电气控制技术”教材在常用控制电器选择、电气控制线路图、电气控制系统安装、接线工艺、电气控制线路故障诊断的系统方法、新型起动调速设备及控制电路、控制电路与主电路的连接等方面存在的不足和缺陷。 - And the relation between these velocity was analyzed at last . this is the conclusion : ( 1 ) the distribution of the velocity and concentration are get in the open channel flow and as the sewage flow is gravity flow , the equations is fit for this too . ( 2 ) generally speaking , the self - cleaning velocity should be the starting velocity , and it could fit for the self - cleaning target in limited sense theoretically , but when facing some higher requirement , it is not large enough
最后结合污水流动的最小设计流速与颗粒起动流速、临界不淤流速的关系进行了分析,结论如下: ( 1 )文中所得出的速度分布与浓度分布是在明渠两相流动情况下推得的,由于污水管道流动多为重力流,是明渠流中的一种,所以文中的分析在认识污水流动特性方面具有一定的参考价值。 - According to the practical geological model of slope , by means of the finite element analysis , from the constitutive equations of the elastoplasticity and the viscoelasticity - viscoplasticity , the process and mechanism for progressive failure of the locked segment of rockmass are quantitatively revealed and simulated during the rupture , deformation , destruction , and failure of highsteep slope rockmass , and the dynamics driving the motion of rocky landslide with violent starting velocity by high pressure water flow is dealed with
根据边坡实际地质模型，基于弹塑性与粘弹-粘塑性理论的本构方程，通过有限元模拟分析，定量地揭示和模拟再现了高边坡岩体破裂、变形、破坏及失稳前后锁固段岩体渐进性破坏的机制和过程，探讨了高压水流作用下滑坡启程剧动的破坏机理。