四气门发动机单气门工作时缸内斜轴涡流的稳态测量研究

在稳流气道试验台上研究了 376四气门汽油机一进气门开、另一进气门全闭条件下的斜轴涡流特性 ,发现斜轴涡流倾角在进气过程初期很快跃升到近 90°,之后渐渐回落 ;在进气过程中期之后 ,其倾角稳定于 4 1°左右。这为解决四气门汽油机低转速时燃烧恶化问题提供了重要的理论依据     

Core-annular flow in horizontal and slightly inclined pipes: Existence, pressure drops, and hold-up

An analysis of high viscosity oil/water flow in horizontal and slightly inclined pipe is presented. We propose experimental flow maps – in particular we focus on the core-annular flow pattern boundary – pressure drops, and oil hold-up measurements. Experimental data are used to validate some models present in literature. Since hold-up measurement in liquid–liquid systems is particularly challenging and, therefore, only few data are available in literature, they are analyzed and commented in detail. The slip ratio computed by hold-up data is also provided and analyzed.     

Role of inertial lift in elutriating particles according to their density

A Reflux Classifier involves the liquid fluidization of particles into a set of parallel inclined channels. Closely spaced inclined channels promote a combination of laminar flow and a high shear rate, which in turn promote the elutriation of the particles according to their density. The hydrodynamics of the particle transport within the inclined channels was examined theoretically by combining established equations for describing the fluid flow, the terminal velocity of a particle, and the shear induced inertial lift, with no adjustable parameters. The theoretical calculations provided excellent agreement with a comprehensive experimental data set, demonstrating the significance of the inertial lift force that arises at a high shear rate under the condition of laminar flow. Complex features of the experimental data were described theoretically. This work explains how it is possible to elutriate particles according to their density, with the effects of particle size suppressed. A remarkable convergence of several criteria was found to be necessary for achieving the reported phenomena.     

倾斜井巷围岩与空气间的热交换研究

随着矿井开采深度的增加,地温不断增加,井巷围岩与空气热交换所占的比重也越来越大,研究一般情况下围岩与空气间的热交换规律对井下热源分析和风温预测都有着重要的意义。根据调热圈理论,在不考虑湿交换和其它井下热源的前提下,导出了倾斜井巷围岩与空气热交换的数学模型并得到了解析解,并用金洲矿业集团金青顶矿区的实测数据对模型进行了分析验证。     

挑斜向顺山大棚拆除综采支架

百善矿利用挑斜向顺山大棚拆除综采支架,摸索出一种既安全又快捷的支架拆除方法.     

倾斜内螺纹管中亚临界及超临界压力汽-液传热特性研究

在p=9～28MPa,G=600～1200kg/(m2ˇs),q=200～600kW/m2的工况范围内,研究了φ38.1×7.5mm倾斜上升内螺纹管(水平倾角α=19.5°)中亚临界以及超临界汽-液的传热特性。试验结果表明在亚临界压力区,内螺纹管有效地抑制了膜态沸腾的发生,但近临界压力区内螺纹管传热强化作用减弱;超临界压力区内螺纹管的传热良好;工程设计时要保证足够的管内最小质量流速;文中还给出了临界质量流速的试验关联式。     

三峡地下电站引水隧洞斜井开挖施工方法的研究

三峡右岸地下电站引水隧洞斜井的开挖是引水系统开挖的难点项目,也是制约3#施工支洞上游半幅扩挖、岩塞开挖、进水口自流排水及后续混凝土浇筑、金结安装等进度的瓶颈项目。本文对斜井开挖的一些施工经验进行了总结,包括施工程序和方法、爆破方案与参数优化,以及斜井开挖安全与爆破振动控制等措施诸方面。     

基于倾斜煤层顶煤开采方式的支护及围岩稳定性分析

本文对倾斜煤层顶煤开采的顶板移动特征进行研究,建立了倾斜煤层支护与围岩稳定性的力学模型。并对顶板移动和支护稳定性进行了数值计算和现场观测,提出了关键的控制措施。结果表明:裂隙首先出现在中上部顶板,并在倾斜煤层放顶煤中向上延伸,在中上应力集中区出现规则和不规则的垮落带,最终形成不对称的垮落拱。中上部工作面支护荷载大于中下部工作面,上部支座动荷载系数较大,支座前部的荷载大于支座后部的荷载,导致支座稳定性差。支护围岩系统的稳定主要取决于上部支护的稳定。     

倾角对环状热管蒸发器性能的影响

针对生产过程中低品位能量回收,设计了带有环状管蒸发器的不锈钢水工质重力型分离式热管,环状管由31.6 mm管径内管热水加热,环空间隙为15.0 mm,可视化地研究了26 kPa蒸发压力,0~90 °倾斜角度下多个充注率环状管蒸发器的壁温特性。结果表明：该类热管的环状管蒸发器运行时存在一高温区,随倾角增加而扩大;环状管内蒸发侧平均表面换热系数随倾角增大先增后减、再增大,与沸腾流型随角度发生转变有密切关联;与一些相似文献进行了对比,发现环状管蒸发器与普通重力型热管在换热性能均在10~20 °倾角达到极大值,而环状管蒸发器则在90 °时达到了另一极大值。     

The characterisation of geosynthetic interface friction by means of the inclined plane test

The paper focuses on the evaluation of the shear strength in conditions of low normal stress of various geosynthetic-geosynthetic interfaces, which are typical of landfill cover systems, by means of the inclined plane test, with the aim of studying the friction mobilisation in relation to various kinematic behaviours. The results of three different methods to evaluate the angle of friction were analysed, together with the sensitivity of the interfaces in relation to the wear effect and the influence of the state of hydration. The results showed very different responses of the interfaces to the shear stress, which involved three main types of sliding mechanisms, referred to as sudden, gradual and uneven sliding. Another outcome observed was that the shear strength of geosynthetic-geosynthetic interfaces cannot always be properly characterised following the procedure proposed by the European standard for soil-geosynthetic interfaces (EN ISO 12957–2), since the actual mobilised kinematic behaviour should be taken into consideration. In this regard, the paper provides some hints on the choice of the more representative parameter of friction for each type of sliding. A particular focus was given to the case of gradual sliding interfaces, for which the static friction is difficult to detect due to the very slow movements; for practical purposes, the design friction of these interfaces should be evaluated by using an adequate safety factor with respect to the friction evaluated at 1 mm of displacement.