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The evolution process under the control of the multigeodynamic force system (including the boundary forces of Eurasia-Pacific-Indian three massive plates around Nansha block, effects of the deep mantle, relative soft layer-sliding planes within Nansha lithosphere block and the earth's rotational inertial force) can be briefly divided four stages: the late Cretaceous to the early Eocene stage of uprilfing-erosion and shear-extension caused by the oceanwards-eastwards withdrew of Pacific subduction zone and the delamination of proto-subducted slab after the stage of pre-Cretaceous pre-rifting active continentoceanic plate margin. In this stage, the Nansha transcrustal layering-block started to move southeastwards on the Nansha transcrustal layer-sliding plane, meanwhile, the Andu-Bisheng and Liyue-Banyue basement layering-block slid on their upper-crust layer-sliding planes, and Xibu accretion zone was formed. Successively, it entered the stage of the mid-Eocene to early Oligocene, when NW-SE sea-floor spreading occurred in the southwest subbasin owing to the slip-line field initiated by the collision between the Indian and Eurasian plates, Zengmu foreland-basin started to develop in the same time. And in the stage of late Oligocene to early Miocene, near NS simple-shear extension and sea-floor spreading in the central subbasin of eastern South China Sea resulted from the south-southeastwards drawing-force of the mantle-flow. The crustal layering-blocks and the Miri accretion zone formed also in this stage.

南沙岩石圈新生代微板块及板内层块构造的动力演化过程,在多元动力等因素(如块体之外的欧-太-印三大板块运动边界力和地幔深部活动因素、块体内部软弱层滑面以及地球自转变化)控制下,大致经历了4个阶段的演化:从前晚白垩世的裂前活动陆-洋板块边缘阶段因太平洋俯冲带向东跃迁、原向NNW俯冲消亡的板片的拆沉、幔隆而进入晚白垩世-早始新世的隆升剥蚀、剪切伸展演化阶段,南沙超壳层块顺超壳层滑面祥东南运移、安渡-毕生与礼乐-半月基底层块沿上壳层滑面拆离,西布增生带形成;继而先后在中始新世-早渐新世期间受印-欧板块碰撞滑线场、地球自转加速影响出现西南海盆NW-SE向海底扩张和曾母前陆盆地的发育,和晚渐新世-早中新世期间南—东南向地幔流牵引造成的中央次海盆近NS向单剪伸展与海底扩张、壳体层块向南差异滑移、米里增生带形成;中中新世以来,印度-澳洲板块快速向北俯冲,构成今日南海格局。

With the help of some investigation data about the research area before the project ,this article describes some distinctions about the Rushan Bay's sedimentation power in such ways .First of all ,it mainly uses tidal current power as well as wave power to analyse sediment condition in research area .The contents contain :the relation between distribution of sediment and hydrodynamic elements; sediment discharge of unit width and longshore sediment transport ,analysis of sediment transport tendency ;comparison of sea chart in different time with AutoCAD、Suffer、VB tools, analysis of erosion and siltation ;description of marine physiognomy and its relation with hydrodynamic elements .

本文通过工程建设前期的有关调查资料,采用如下方法对乳山湾的沉积动力特征进行研究:首先,文章以潮流动力为主,结合波浪动力对研究区的泥沙状况进行了分析,分析内容包括:沉积物平面分布及其与水动力因素关系;口门附近水下动力地貌分析,揭示其形成与水动力因素的关系;通过单宽输沙、沿岸输沙计算,对泥沙运移趋势进行分析;利用AutoCAD、Suffer、VB等工具,采用海图水深值对比的方法,分析乳山湾海底蚀淤状况。

Using a mean age concept defined by Deleersnijder, we apply the three-dimensional hydrodynamic and eutrophication model HEM-3D to investigate the pollutant age distribution under different river discharge conditions in the Pamlico river estuary, North Carolina.

根据Deleersnijder定义的一个平均年龄概念,运用耦合了物质输运模式的一个三维水动力-富营养化数值模型(HEM-3D),研究了位于美国北卡罗莱纳州Pamlico河口的污染物输运时间在不同淡水流量影响下的分布情况。

The thesis deals with suspended sediment transport and resuspension processes in response to hydrodynamic forcing in the Yalu River estuar...

本文对长江口、鸭绿江和金塘水道在强潮和高悬沙浓度环境下的物质输运和再悬浮-沉降动力机制以及细颗粒物质对水动力条件的响应进行了探讨。

The expression of one-dimensional mathematical model of vertical migration of ammonia in the CRI system is:The parameters in the CRI model are determined as following: the retardarce coefficient is determined by static isothermal absorption experiment, the velocity of sewage travel through the soil column is determined by permeability test, the vertical dispersion coefficient is determined by test the electric conductivity of tracer in the dispersion experiment, the rate of nitrification and denitrification is determined by test of Baps technology.

依据单一氨氮、硝氮配水条件下的试验结果,引入多孔介质的溶质运移理论及对流-弥散方程,考虑NH4+-N在CRI系统中的运移受到对流和水动力弥散作用的影响,并吸附-解吸、硝化与反硝化3个过程,首次将配水流经CRI土柱的孔隙水流速方程与CRI土柱内发生的、以氧为约束条件的硝化、反硝化过程联系起来,建立了CRI系统一维垂向氨氮运移转化数学模型,表达式为:研究分别通过静态等温吸附实验率定了模型方程中的阻滞系数、通过渗滤试验测定了土柱中的孔隙水流速、通过测定弥散试验中示踪剂的电导率确定了纵向弥散系数、通过气压过程分离技术测定了土柱中的总硝化与反硝化反应速率常数,最后通过测定土柱沿程氧化-还原电位的方法分析氨氮在CRI系统中的运移转化机理。

Settlement characteristics are studied based on formula of suspended sediment settling velocity and previous research results. Results show that the suspended sediment flux quickly decreases from the Hangzhou Bay to the offshore area. Although the suspended sediments are primarily transported towards the offshore area, net transport towards the Hangzhou Bay is also found in the study area. The study area is basically located in hydrodynamic balance belt, and the suspended sediment transport is characteristics of reciprocating movement and small amount of net sediment discharge. The net suspended sediment transport is mainly controlled by average current transport, Stokes drift-induced transport and gravitational circulation transport. The advection transport effect gradually weakens and gravitational circulation transport evidently intensifies from Hangzhou Bay to the offshore area. Settling velocity of single particles is far smaller than that of floccules, so, influence of flocculation of suspended sediments must be taken into the consideration.

结果表明,研究区净悬沙通量自杭州湾内向外海迅速变小,悬沙总体由杭州湾向外海输运,但同时存在向杭州湾方向的净输沙;研究区基本处于水动力平衡带,悬沙输运具有往复搬运、净输沙量小的特点;平均流输运、Stokes漂移输运和垂向净环流输运是引起悬沙泥沙净输运的主要作用机制,自口门至外海,平流输运作用逐渐减弱,垂向净环流输沙在悬沙净输运中所占比例逐渐增加;舟山群岛海域既是杭州湾向东海输运泥沙的重要通道,也是东海沿岸流携带泥沙向南输运的过渡地带;研究区单颗粒泥沙沉降速度很小,远小于絮凝沉降速度,在研究本区悬沙沉降时必须考虑絮凝的影响。

The study area is basically located in hydrodynamic balance belt, and the suspended sediment transport is characteristics of reciprocating movement and small amount of net sediment discharge. The net suspended sediment transport is mainly controlled by average current transport, Stokes drift-induced transport and gravitational circulation transport. The advection transport effect gradually weakens and gravitational circulation transport evidently intensifies from Hangzhou Bay to the offshore area. Settling velocity of single particles is far smaller than that of floccules, so, influence of flocculation of suspended sediments must be taken into the consideration.Incipient velocity and transport flux of surface sediments are analyzed using formulas of incipient velocity and transport flux. Transport trend and controlling factors of surface sediments are studied by the method of grain size trend analysis.

结果表明,研究区净悬沙通量自杭州湾内向外海迅速变小,悬沙总体由杭州湾向外海输运,但同时存在向杭州湾方向的净输沙;研究区基本处于水动力平衡带,悬沙输运具有往复搬运、净输沙量小的特点;平均流输运、Stokes漂移输运和垂向净环流输运是引起悬沙泥沙净输运的主要作用机制,自口门至外海,平流输运作用逐渐减弱,垂向净环流输沙在悬沙净输运中所占比例逐渐增加;舟山群岛海域既是杭州湾向东海输运泥沙的重要通道,也是东海沿岸流携带泥沙向南输运的过渡地带;研究区单颗粒泥沙沉降速度很小,远小于絮凝沉降速度,在研究本区悬沙沉降时必须考虑絮凝的影响。

The abnormal high-pressure of great area appeared in Shihezi Formation of Upper Paleozoic during secondary gas migration period, which became pressure-sealing to prevent gas from its upward-cross migration and dispersion, while in local area the abnormal high-pressure of Upper Paleozoic strata provided dynamic to its downward-cross migration.

二次运移期间,在上古生界石盒子组出现较大面积的异常高压,形成了阻止天然气向上穿层运移扩散的压力封闭;而部分地区上古生界内部的异常高压为上古天然气向下穿层运移进入奥陶系提供了动力。

Un-equilibrium transport of sediment is the key of bed evolution of rivers and estuaries. The factors in sediment transport are very complex, for flows with sediments in nature are often turbulent flows.

泥沙输运的不平衡是河道、河口河床演变的物质基础,而影响泥沙输运的动力因素较为复杂,尤其是自然界存在的挟沙水流往往是紊流。

Because of the complexity of the condition of groundwater dynamic force, aiming at the specific hydrologic geology condition, dynamic force condition, the pollutant migration instance of groundwater, establishing reasonable groundwater solute migration model, using computer languages, numerical simulating and visualizing the distributing State, is a cheap and effective method for predicting and preventing groundwater pollution.

由于地下水动力条件的复杂性,针对地下水特定的水文地质条件、水动力条件、污染物质运移情况,建立合理的地下水溶质运移模型,利用计算机语言,数值模拟并可视化地下水污染溶质的实时分布状态,是预测、防治地下水污染的廉价而又行之有效的方法。

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