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渗压力

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It can be mixed with various greases. Under the action of high temperature short time and high pressure produced by the friction, nanometer ceramic power will have cementation and densify the worn metal su*****ce layer, and form a layer of cermet, thus, restore the worn parts to optimum fit clearance and lubrication status.

不含毒素、重金属和强化物,可与各类油脂混合,在摩擦产生的瞬间高温、高压力的作用下,纳米陶瓷粉体在磨损金属表层渗镀和致密,生成一层金属陶瓷,从而使磨损部件恢复到最佳的配合间隙和润滑状态。

Results: All the flushed rabbits had the change of urinary albumin, the difference of urinary albumin was of statistical significance between the before and the first day after treatment(P.01), statistic the differences of urinary albumin in the first day after treatment among groups have prominent significance(P.05). They have gotten back in the 3th, 4th, 5th, 6th day compared with the aggravated intrapelvic pressure. The histomorphometry showed that the kidney had become larger than before after flushed, parts of the kidney have effusion, they are sixteen in nineteen have majority of effusion.

结果:所有灌注兔肾术后都出现尿白蛋白增高,术后第1天与术前相比差异均有统计学意义(P.01),且术后第一天在各组间比较差异有统计学意义(P.05),从60 cmH2O到120 cmH2O各组尿蛋白恢复的时间分别为3、4、5、6天;形态学上表现:肉眼观灌注后肾脏颜色逐渐变深,包膜紧张,肾脏较前增大,在压力超过10 cmH2O时,19例中有16例出现明显的水外渗。

The efficient sand body in the Sulige gas field, developed in relatively small size and ellipse or long ellipse shape, is always distributed isolatedly.

而苏里格气田有效砂体则以孤立状分布为主,砂体规模较小,形态呈椭圆或长椭圆状,当压力传播至砂体宽度边界之后,将不再满足纯径向流的渗流规律,目前推导的产能方程存在较大误差。

Nevertheless Kees van den Ende, the reverse-electrodialysis project manager at KEMA, thinks his process has some advantages over the Norwegian way (which is known, technically, as pressure-retarded osmosis).

但是KEMA公司反向电渗析项目的负责人基斯·范登·恩德认为他们的方法相对于挪威的方法(用科学术语来说,叫作&压力延迟渗透&)来说有几个优点。

A mathematical model of oil and water two-phase non-Darcy fluid flow in the direction of normal of the ellipses with initial pressure gradient is taken into account, which is a nonlinear equation with moving boundary and is established according to concepts of perturbable ellipses and equivalent developing regulations.

基于扰动椭圆的概念和等价的发展矩形的思想,建立了具有启动压力梯度的油水两相非达西椭圆二维渗流数学模型。

On the basic of predecesser s study,the authors expound the reationship among depression cone radius and piezometric propagationg velocity are caculated in a electrical water source head.

在前人研究的基础上,作者详尽地推导了上部入渗补给为常量情况下的降落漏斗半径和水压力传递速度与时间的关系式,并对某电厂水源地进行了计算。

In order to clear heterogeneous reservoirs waterflooding performance, and decreased interlayer and within-layer contradictions, and improved the water flooding recovery, experimental study should be conducted first, This paper based on Pucheng Sasan reservoir sandstone cores to study object. Multi-point pressure measurement of water flooding oil experimental apparatus was established. Through the three-layer water flooding experiment to study injection strategy, interlayer interference and recovery factors. True sandstone micro-model water flooding used newly developed color visual image analysis system researched water-drive types, forms of residual oil and waterflood efficiency. Percolation mathematical model was established, black oil simulation program was developed, long-core displacement experimental results were matched, pressure and saturation change were researched by the simulation matching results.

为了明确非均质储层注水开发动态过程,减轻由于层间和层内非均质造成的开发矛盾,提高水驱采收率,本文从实验研究出发,以濮城沙三储层岩心为研究对象,建立了一套带多测压点的多层长岩心水驱油实验装置,通过开展三层水驱油实验,研究注水方式、层间干扰以及采收率影响因素;真实砂岩微观模型水驱油实验采用最新研制的彩色可视化图像分析系统研究水驱类型、残余油形成类型以及水驱油效率;建立并求解渗流数学模型,编制黑油模拟程序,对长岩心驱替实验进行拟合,通过拟合结果研究驱替过程中油水饱和度和压力的变化情况等研究工作。

At the present, to the research flowing through porous media in most of low permeable reservoirs, the relation between permeability and start-up pressure gradient is dained by core flooding experiment, which is time-consuming and highly costed, and also, the factors taking into consideration are simple.

针对目前大多数低渗透油层的渗流研究都是通过岩芯驱替实验得到渗透率与启动压力梯度的关系,不仅费时费工,而且考虑的因素比较单一的问题。

In recent years, it is obtained from experiments that water infiltration is affected by air pressure, the problem on one-dimensional water infiltration is soloed by many researchers.

对该问题的早期研究中,忽略了空气压力变化对入渗过程的影响。

A series of measures, such s uniformly arranging grouting holes for consolidation grouting, monitoring stresses of anchor rods, increasing grouting pressure in stages, automatically warning against the upraising of toe slabs, were taken to make the maximum grouting pressure of first section increase to 1.0 MPa and the factor of safety against seepage of shallow curtain bodies exceed 1.90, building a safe and reliable seepage control system for the soft foundation under concrete face rockfill dam's toe slabs.

通过采用均布固结、锚杆应力监测、分级升压、抬动自动报警等一系列措施,使趾板基础帷幕第1段最大灌浆压力达到1.0MPa,浅部幕体抗渗安全系数超过1.90,建构起安全、可靠的面板坝趾板软岩基础防渗体系。

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