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1)  unsteady flow
非稳定流
1.
Transfer function approach of solute transport in unsaturated homogeneous soil under unsteady flow condition;
非稳定流条件下非饱和均质土壤溶质运移的传递函数解
2.
Numerical method for unsteady flow in lock manifold;
船闸廊道复合管非稳定流的数值计算
3.
Moreover, there are some unsteady factors occur in practical tub flowing, In article, the change of phase state and unsteady flow factor in flow process are considered, the mathematical model is established.
文中综合考虑了流动过程中相态的变化和非稳定流动因素的影响,建立了数学模型,该模型能正确地预测产水凝析气井的井筒动态。
2)  transient flow
非稳定流
1.
Transfer function model for simulating nitrate leaching in soil from applied and indigenous nitrate in transient flow Ⅰ.lysimeter test;
考虑残留氮对非稳定流场硝态氮淋失贡献的传递函数模型 Ⅰ.地中渗透计验证
3)  unstable flow
非稳定流
1.
le frictional term in the computation of unstable flow,and unreasonable results are obtained for the shallow and wide river.
河流的非稳定流解析中经常采用曼宁公式来计算阻力项,但对宽浅型河流直接用曼宁公式将得出不合理的结果。
4)  non-stationary flow
非稳定流
1.
Even in the Lugeons packer permeability test,a test of non-stationary flow is still useful.
即使采用吕荣法压水试验,由于其本质上是非稳定流压水试验,且有时间与流量相对应的观测值,也可求取水文地质参数。
2.
The mathematic model of non-stationary flow with constant discharge is introduced and used in the test.
给出了几种常见水文地质条件下定流量非稳定流压水试验的数学模型及求参方法。
5)  unsteady seepage
非稳定渗流
1.
Numerical analysis of 3-D unsteady seepage through fracture network in rock mass;
三维裂隙网络非稳定渗流数值分析
2.
Analysis on simplified calculation conditions for unsteady seepage wetting front locations in earth dams based on finite element method;
基于有限元法的土石坝非稳定渗流坝体浸润线简化计算条件分析
3.
Empirical formulas for important parameters of unsteady seepage of levees;
堤防非稳定渗流几个关键值的经验公式
6)  transient seepage
非稳定渗流
1.
In this study,a digital image based(DIB) numerical method is proposed for the two-dimensional transient seepage analysis of the fractured rock masses by actually taking the spatial distribution of main fractures,minor fractures and intact rock into account.
引入图像数字化技术来真实客观地反映岩体的主干裂隙、次裂隙及裂隙化区域和较完整岩块的分布,并将其和数值方法相结合,用来分析二维裂隙岩体的非稳定渗流过程。
补充资料:非想非非想处天
1.佛教语。即三界中无色界第四天。此天没有欲望与物质﹐仅有微妙的思想。
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