1) channel geometry
孔道几何形态
2) geometry
[英][dʒi'ɔmətri] [美][dʒɪ'ɑmətrɪ]
几何形态
1.
Control of base level cycles on channel sand geometry: A case study on Zao Ⅱ-Ⅲ reservoirs,Zaoyuan Oilfield;
基准面旋回对河道砂体几何形态的控制作用——以枣园油田孔一段枣Ⅱ—Ⅲ油组为例
2.
Simulation experiments on the initiation and prolongation mechanisms of hydraulic fractures were conducted by a true triaxial test system with basalt,boulderstone and muddy limestone,and the fracture geometry and the variation law of pressure with time were obtained.
利用真三轴模拟压裂实验系统对玄武岩、巨砾岩、泥灰岩岩心进行了水力压裂裂缝起裂及裂缝扩展模拟实验,得到了压后裂缝几何形态和压裂过程中压力随时间的变化规律。
3.
It is considered that the distribution direction of main fissure is the optimal direction of Permeability; the parameter of fissure geometry is the magnitude of l)ermeability;an'l the connected fissure network is the better indication of high I)ermeable area.
分析认为,主裂隙的展布方向是渗透性的优势方位;裂隙几何形态参数是渗透率大小的量级;连通性裂隙网络是高渗透区的良好标志,为预测煤储层渗透性能提供一种简单易行的研究方法。
3) geometric shape
几何形态
1.
The distribution, host and geometric shape feature of vein-bearing fault structural belts, auriferous quartz and gold orebodies in gold orefield, ore-control regularity of Xiao qinling gold deposit are briefly discussed.
本文简要叙述了小秦岭金矿田内含脉断裂带、含金石英脉和金矿体的分布和赋存特征及其几何形态特征,探讨了形成机理,提出用统计分析、趋势分析和自相似性分析为一体的累集式几何解析原理进行深部预测找矿;同时在仔细观察、分析的基础上,总结了小秦岭金矿控矿规律。
4) geometrical morphology
几何形态
1.
In this paper the geometrical morphology of Flat Tensegrity system (space frames with cables) is first introduced and its mechanical character is described.
本文介绍了平板型张力集成体系(索网架)的几何形态,并基于此提出了平板型张力集成体系的力学特性,提出了可应用于工程结构中的平板型张力集成体系的结构形式,最后归纳了平板型张力集成体系的工作机理。
2.
The geometrical morphology of elements of tensegrity domes is first introduced in this paper.
本文首先分析了张力集成穹顶单元的几何形态,并基于此提出了索穹顶结构的几何及拓扑关系,介绍了几种索穹顶结构的构成型式,归纳出了索穹顶结构的工作机理。
5) geometry shape
几何形态
1.
The braid river sandbody geometry shape could be forcasted by using numeri-cal simulation method.
利用砂体沉积过程数值模拟方法可以预测辫状河砂体的几何形态。
2.
Combined with dynamics numerical simulation results for subduction zones,especially Schellart model,the tectonic characteristics of geometry shape and the sharply changing north-south dive angle for the Manila trench were particularly discussed.
通过对马尼拉海沟海底地形地貌、构造特征及其相关地震等数据资料的分析,结合俯冲带动力学数值模拟成果,尤其是Schellart等的模式,详细讨论了马尼拉海沟几何形态、海沟南北段俯冲角度突变等构造特征。
补充资料:孔道
通往某处必经的关口:交通~。
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