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frusta相关的网络例句

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On the basic of above job a mathematical model of simulation turbulent flow with free surface is established and triumphantly applied to numerical computation on 2D spillway and 3D spillway with frusta of brake.The material job and main conclusion are as follows:(1)A simple boundary orthogonalization procedure independence grids generation method is put forward on the base of algebraic grid generation method; Data structure and computational model on interface are established aiming at blocks of structured grids.

本文针对粘流场数值模拟技术的研究现状和发展动态作了比较全面的回顾与展望,重点研究了网格生成技术、数值求解技术、湍流模型技术和动边界模拟技术,在此基础上建立了模拟自由面湍流场的数学模型,并成功地应用到二维溢流坝和带闸墩的三维溢流坝过坝水流的数值计算。

Two numerating methods are used in traditional structural design of gate chamber. First,considering the gate frusta to be fastened on the weir body,it is calculated as plane stress problem independently. Then applying the results on the bottom of gate frusta as concentrating load on the weir body,and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed.

传统闸室结构计算有两种计算方法,其一是将闸墩视为固端于堰体上,单独进行闸墩平面受力计算,再将闸墩下部的计算结果作为集中荷载作用于堰体上,堰体作为弹性地基梁或板进行片面应力计算。

In this paper, according to the historical information of constructing the FengMan dam as well as its geographical location and natural climate condition, various factors led to cracks of gate frusta are expatiated in detail.

本文根据丰满大坝修建的历史资料,以及其所处的地理位置和自然气候条件,详尽阐述了促使闸墩裂缝产生的各种原因。

The scientific and rational project of reinforcement of the gate frusta is constituted according as the results of calculation. The various measures of reinforcement are analyzed and calculated in detail.

依据计算结果,制定出科学合理的闸墩裂缝加固方案,并对各种加固措施进行了仔细的计算分析。

Three dimension and turbulent are common characteristic of fluid flow problem in nature and added free surface for the best familiar fluid-water, such as flood discharge flow around frusta of brake in waterpower project, flow around hull in ship engineering, and so on, all have the three characteristics which are the very important study content and aspects in CFD.

摘要自然界中的流体流动问题一般都具有三维性和湍动性,对于最常见的流体—水则同时还拥有自由表面,水利工程中绕闸墩的泄洪水流、船舶工程中的船体绕流等均具有上述流动的三种特性,这三种特性是计算流体力学领域非常重要的研究内容和方向。

The research in this thesis successfully resolved the downstream energy dissipation and erosion control problem of Yingping water power station, and thoroughly studied the hydraulic characteristics of the training frusta, which offers certain reference values for similar project problems.

该论文研究成果解决了阴坪水电站闸坝下游消能防冲实际问题,并深入探讨了导流墩的水力特性,为类似工程消能防冲问题的研究提供了参考依据。

3D integer model of spillway and frusta of brake are established and numerical computation of 3D viscous flow over spillway is completed. The influence of frusta of brake for design parameters such as shape of free surface,pressure on dam,flux coefficient is computed aim at type of frusta of brake and disposal on dam and compute result of different type of frusta and disposal model is compared.

6通过建立溢流坝和闸墩的三维整体模型,完成了对三维过坝水流粘流场的数值计算,针对闸墩的型式及在坝面的布置计算了闸墩对水面线形状、坝面压力、流量系数等设计参数的影响,并将不同墩型与布置形式的计算结果进行比较。

Traditionally,loads of the arc gate are applied on the support or gate frusta as a set of concentrated load,but the effect range of such load on the frusta cannot be solved by Material Mechanics and Structure Mechanics. Most of the load cases are fulfilled through optic-elastic test.

通常弧门荷载作为一组集中荷载作用于牛腿或闸墩上,而这组荷载对闸墩受力的影响范围材料力学方法和结构力学方法是不能解决的,受力状况大部分是通过光弹试验完成。

For the structure that the side-frusta is also used as retain wall,considering the side frusta fastened on the weir body,the plane stress is calculated at first. Then the moments,horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate,and stress distribution on the weir body are calculated piecewise.

对于边墩兼作挡上墙结构,通常是将边墩视为固端于岩体上,先进行下端为固端的挡墙平面受力计算,再将挡墙下部的弯矩、水平剪力和垂直力作为集中外荷载进行堰体的应力计算,堰体也只能分段进行片面受力计算。

The result show that the position of free surface is higher because of frusta of brake, especial obvious in the head of frusta of brake; flux coefficient and pressure on dam are quite influenced by type of frusta and 3 A type frusta of brake relative to 2 type frusta of brake has bigger flux coefficient and smaller pressure on dam; Obvious influence of ability of discharge flow for different ratio of thickness of frusta and breadth of brake and pressure on dam reduces with increasing ration of thickness of frusta and breadth of brake, while bigger flux coefficient is obtained when tlb = 0.2.(7)The 3D free surface turbulent model established in the paper is comparatively well and truly simulates 3D flow over spillway with frusta of brake and series waterpower computation can be completed aim at different type of dam, type of frusta and disposal on the dam and different water height on peak of

结果表明,闸墩河海大学博士论文的存在抬高了水面线的位置,其中在闸墩头部尤其明显;墩型对流量系数和坝面压力影响较大,3A型闸墩相对于2型闸墩具有更大的流量系数和更小的坝面压力:不同的墩厚闸宽比t/b对泄流能力也将产生显著的影响,随着墩厚闸宽比的增加,坝面压力降低,而当t/b二0.2时溢流坝具有更大的流量系数。7本文建立的三维自由面湍流场模型能够比较准确地模拟带闸墩溢流坝三维过坝水流湍流场,可以针对不同的坝型、墩型、坝面布置形式以及不同的坝顶水头完成系列水力计算,为泄水工程建筑物的设计提供可靠的分析依据

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