• This paper introduces a method based on 1 D flow model and FDM to get some injection parameters rapid Rapidly.

    本文提出了一种基于一维流动模型,采用有限差分分析,迅速得到多个注塑条件初选值的理论方法。

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  • The characteristics of the flow over a backward facing step are studied by use of a 3 D viscous flow mathematical model.

    利用三维粘性流动数学模型,研究了台阶突扩流动的三维特性。

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  • Aiming at the dentate boundary problem which is brought by the traditional Cartesian method, Part 4 introduces the diagonal Cartesian method to improve the former 2-d flow mathematic model.

    第四部分针对笛卡尔坐标方法处理复杂边界存在的锯齿状问题,引进斜对角笛卡尔方法,对已有的蓄滞洪区二维水流数学模型进行了改进。

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  • A 2-d numerical model of wave motion in lock approach channel is described, which is soluted by using the method of resultants of 2-d numerical model of unsteady flow and 1-d numerical model.

    提出船闸引航道内水面波动的二维数学模型,采用二维非恒定流数学模型和船闸灌泄水一维数学模型联解。

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  • The flow visualization by means of smoke and measurement of 3 -d flow field are conducted to investigate physical model of the streamwise corner vortexes in a compressor cascade.

    本文采用烟显示和三维流场测量的方法,研究扩压叶栅角涡的物理模式。

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  • The model for numerical simulating 1-d vertical flow in soil based on FEM is presented.

    本文利用有限元法建立了一维土壤水运动数值模型。

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  • The 2-d model with a fine grid is applied to the field of flow in the Changjiang Estuary and the results are well in agreement with the measured flow.

    不仅如此,本文还采用精细网格下的平面二维模型对长江口流场进行模拟,获得与实际流动较为一致的结果。

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  • A 3-d dynamic mathematical model of gas explosion flow field was built based on explosion mechanics, explosion dynamic mechanics and thermodynamics.

    根据爆炸力学、爆炸动力学和热力学理论,建立了瓦斯爆炸流场三维动态数学模型。

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  • By using a 2-d sediment mathematical model, influences of riverside relocation of Nanchang reach of Ganjiang river on flow, scouring and silting were computed.

    采用平面二维水流泥沙数学模型计算了赣江大堤南昌段堤线改线对河段水流运动及河床冲淤的影响。

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  • Based on triangular grids and finite element method, a planar 2-d unsteady tidal flow mathematical model is established in the article.

    本文基于三角形网格划分,采用有限元法,建立了平面二维非恒定潮流数学模型。

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  • A 1-D unsteady flow hydrodynamic numerical model is developed for the river network region of the Pearl River Delta, and the model is calibrated with the measured data.

    建立了珠江三角州河网区一维非恒定流水动力学数学模型,并根据实测资料对模型进行了率定验证;

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  • Based on the onflow theory, a 3-d model of fluids steel was established, calculation program developed the flow character of mold fluid steel on different nozzle conditions in beam blank c.

    依据湍动能理论,本文建立了结晶器内钢液的三维湍流模型,开发了计算程序,研究了不同水口状态下异形坯结晶器中钢水的流动特性。

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  • Based on the iterative solution of saturated-unsaturated quasi 3-d water flow model in large scale zone, a simplified model of solute transport was established.

    在迭代求解区域饱和-非饱和拟三维渗流模型的基础上,建立区域溶质运移简化模型。

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  • A 2-d tidal flow mathematical model of Xinghua Bay based on irregular triangular grid finite difference method was set up and numerical simulation of tidal flow field was carried out.

    建立了基于不规则三角形网格有限差分法的兴化湾二维潮流数学模型,对兴化湾潮流场进行了数值模拟。

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  • An unsteady 1-d flow and sediment model is used as a tool to study the scale effect caused by time distortion in physical models of sediment transport.

    利用一维不恒定水流泥沙数学模型,研究泥沙实体模型试验的时间变态问题。

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  • The2-D flow and sediment mathematical model is used to compute the effect of the engineering of riverside embankment change.

    采用平面二维水流泥沙数学模型进行堤线改线影响计算,模型考虑了悬移质及推移质泥沙运动、桥渡及料场的阻力变化。

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  • A 3-d mathematical model, which is solved by SIMPLER algorithm, to describe the flow and heat trans fer in a wellbore is developed.

    本文提出了一个描述井内流动和传热的三维数学模型,用SIMPLER方法获得了该数学模型的数值解。

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  • Based on model experiment, the local unsteady phenomenon in 2-d horizontal flow with steady divergent pressure was studied.

    试验研究了恒定二元水平有压扩散流中的局部非稳态流动现象。

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  • Based on model experiment, the local unsteady phenomenon in 2-d horizontal flow with steady divergent pressure was studied.

    试验研究了恒定二元水平有压扩散流中的局部非稳态流动现象。

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