• By comparing with the data in field, the equation of discharge could cover all these data in field.

    文中还给出了泥石流流量计算公式野外资料对比,所给公式覆盖这些野外资料数据

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  • The numerical equation about regulating valves resistance and discharge characteristics is established according to their relation.

    根据调节阀阻力特性流量特性的定义,建立了二者之间数值关系方程

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  • Considering the different effects of wall charges on the adjacent micro-discharges in DBD, we have proposed a mapping equation of discharge moment.

    根据电荷相邻两次微放电不同影响,建立介质阻挡放电时间序列映射方程

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  • Using the improved ECOM model and coupling the sediment transport equation, the impacts of change of river discharge and sea level on estuarine turbidity maximum zone are studied.

    应用改进ECOM模式耦合泥沙输方程研究径流量海平面变化河口最大浑浊影响

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  • One dimensional heat-transfer equation for transverse-flow discharge lasers has been solved taking into account the gas flow.

    求解了在横流放电激光器中的热转移方程

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  • The boundary layer flow control using dielectric barrier surface discharge plasma is simulated using Poisson's equation, drift-diffusion model and N-S equations.

    使用方程漂移扩散模型和N—S方程对介质阻隔放电等离子控制边界层流动进行了一体化数值模拟。

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  • Using the regression analysis method, it makes check computation of the mine shaft discharge, and establishes empirical equation for the deep mine shaft discharge.

    本文分析康家湾矿区坑道放水疏干流量、水位资料,采用回归分析法验算了矿坑涌水量,建立深部矿坑涌水量经验方程

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  • The iteration equation of U-shaped channel normal depth and critical water depth in hydraulic calculation is deduced. The equation of boundary discharge to criterion water depth range is given.

    导出U形渠道正常水深临界水深水力计算迭代公式,并给出了判别水深范围界限流量计算公式。

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  • The dielectric barrier surface discharge process is simulated using Poisson's equation and drift-diffusion equation and the distribution history of electron, ion and electric field is gained.

    采用方程漂移-扩散方程介质阻隔放电进行数值模拟,得到了电子离子以及电场分布随时间变化。

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  • By means of formula of orifice come out, Bernoulli equation, formula of discharge along way and law of lose, general group of equation of discharge flow was established.

    运用孔口公式努力方程沿途泄流公式损失规律,建立泄流管路通用方程组

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  • The differential equation of pump station start-up transient is established and derived from discharge balance and moment equation of pump unit.

    本文水量平衡水泵机组力矩方程出发,建立起水泵从起动到同步微分程序。

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  • An equation to calculate the critical discharge for river bed variation in alluvial rivers was derived through the theory of non-equilibrium sediment transport.

    利用非饱和和输公式,首次提出了悬移质为主冲积河流中冲淤临界流量与水沙以及边界条件的一般关系。

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  • The stage-discharge curve at the downstream boundary is combined with the continuity equation of the St.

    本文基于河道下断面的水位流量关系连续方程联立求解 ,导出了水位流量关系型下边界条件

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  • The stage-discharge curve at the downstream boundary is combined with the continuity equation of the St.

    本文基于河道下断面的水位流量关系连续方程联立求解 ,导出了水位流量关系型下边界条件

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