二次膜压力盒的传力损耗

由于二次膜压力盒具有两个承压膜和充有传力液的腔室,因而二次膜压力盒存在着传力损耗。本文从理论上对压力盒的传力损耗进行了分析,并对以下三种情况进行了讨论: (1) 传力液不可压缩(2) 传力液可压缩; (3) 传力腔内含有气泡。文中列出了传力损耗ε的统一计算公式,并按圆形膜片做了计算。最后给出了容许气泡率A_L与容许传力损耗ε_L之间的关系。理论和实验研究结果都证明含气率高是压力盒低压端线性度不好的原因之一。     

Effects of surfactant adsorption and surface forces on thinning and rupture of foam liquid films

The properties of thin liquid films (TLF) are of paramount significance for colloidal disperse systems, and a number of industrial processes, including froth flotation. In flotation, the bubble–particle attachment is controlled by the thinning and rupture of the intervening liquid film between an air bubble and a mineral particle. The froth evolution and its transient stability are also a function of the drainage and rupture of liquid films between air bubbles. Surface-active substances (surfactants) are used as flotation reagents to control the behavior of the liquid films. This paper presents a review of our research in the area of surfactant adsorption, surface forces and liquid films. It mainly focuses on the validation, application and extension of the Stefan–Reynolds theory on the liquid drainage. The extension of the Stefan–Reynolds theory comprises surface forces (disjoining pressure), surface tension variation, caused by the adsorption and diffusion of surfactants. Both the experimental and theoretical results are mostly related to the free (foam) films formed between two bubbles but can be principally extended to emulsion films between two oil drops and wetting films between an air bubble and a solid surface.     

An induction time model for the attachment of an air bubble to a hydrophobic sphere in aqueous solutions

A phenomenological model is developed to describe the induction time of an air bubble in contact with a hydrophobic sphere, based on an analytical solution of Reynolds approximation under the specific boundary conditions. A modified version of induction time apparatus is used to measure the induction time of an air bubble with a methylated silica bead, an untreated silica bead in dodecylamine solutions and a bitumen droplet in alkaline solutions. It was found that the induction time between an air bubble and a silica bead (or a bitumen droplet) increased with increasing bubble size. The bubble size dependence is stronger for the large silica beads (or bitumen droplets) tested. The induction time, obtained from two different methylated silica beads diameters, is used to estimate the average net driving force (F̄_o) for the intervening liquid film drainage and rupture and the critical film thickness (h_c) in the established model. Through curve fitting, the values for F̄_o and h_c are found to be 3.5×10⁻⁸ N and 150 nm, respectively, for a methylated silica–bubble system. The predicted values of critical film thickness and the net driving force for the systems used in this study are in excellent agreement with those reported in the literature, confirming the present theoretical analysis and model development. The suitability of using the liquid drainage time to represent the induction time, or the attachment time, is experimentally justified.     

气举反循环钻进中空压机的启动风压初探

随着气举反循环钻进技术及配套设备的不断发展和完善,其应用日益广泛,用于煤矿勘探开发领域时,确定合理的工艺参数十分关键。基于气举反循环钻进双壁钻具系统结构特点,依据牛顿第二定律求解出气举反循环钻进中岩屑被举升排出的临界速度模型,然后根据能量守恒定律,考虑压缩气体的沿程损失和局部阻力损失,建立了气举反循环钻进的启动风压模型。用Matlab对模型进行计算,分析发现井深、气液混合器的下入深度、沉没比和钻井液密度都对启动风压有影响。计算结果为确定合理的启动风压奠定了基础,为空压机的合理选配提供了依据,对保证良好的钻进效果具有重要意义。      

Poroelastic behaviour of fine compacted soils in the unsaturated to saturated transition zone

The behaviour of quasi-saturated materials is important to consider when designing cuttings and embankments in which earthwork materials are compacted to the optimum proctor density. Under this condition, the in-pore gaseous phase takes the form of air pockets and bubbles embedded within the liquid phase, which significantly affects the overall behaviour of the soil. The assessment of highly saturated soils thus requires a precise understanding of hydro-chemo-mechanical couplings between the entrapped air, the in-pore liquid and the solid skeleton. This paper presents a fully coupled poromechanical model that separates the kinematics and the mechanical behaviours of the phases in their interactions with each other (e.g., liquid water, dissolved air, gaseous air and solid matrix). The assumptions about the entrapped air behaviour are defined from a bibliographic study, and linear elastic behaviour is used for both the liquid phase and the solid skeleton. The model is implemented in the FEM code COMSOL and is subsequently used to simulate oedometric tests under different loading paths: undrained compression or imposed liquid pressure variation at constant stress. The behaviour, which shows a continuous transition from unsaturated to saturated, is logical and consistent with available experimental data.     

气泡对流动注射峰形的影响及其干扰消除

研究了流动注射分析中气泡产生的原因、气泡形成吸收峰的原因及其峰的形状，并给出了气泡在不同温度下的吸收峰。讨论了消除流路体系中气泡的方法，指出用反压圈增大流路体系的压强是消除气泡干扰最简便的方法，并列举了用反压圈消除气泡的实例。     

固液两相流体中的空泡振荡计算

本文导出了固液两相流体中球空泡的振荡方程,并用数值方法讨论了固体颗粒对它泡运动及泡壁压强的影响,得到了固相浓度、颗粒尺寸等因素与空泡运动之间的定性关系。在分析过程中,考虑了液体与颗粒之间力的双向耦合作用。     

A network flow model for the genesis and migration of gas phase

We present a network flow model to compute transport, through a pore network, of a compositional fluid consisting of water with a dissolved hydrocarbon gas. The model captures single-phase flow (below local bubble point conditions) as well as the genesis and migration of the gas phase when bubble point conditions are achieved locally. Constant temperature computational tests were run on simulated 2D and 3D micro-networks near bubble point pressure conditions. In the 2D simulations which employed a homogeneous network, negligible capillary pressure, and linear relative permeability relations, the observed concentration of CO₂ dissolved in the liquid phase throughout the medium was linearly related to the liquid pressure. In the case of no gravity, the saturation of the gas phase throughout the medium was also linearly related to the liquid pressure; under gravity, the relationship became nonlinear in regions where buoyancy forces were significant. The 3D heterogeneous network model had nonnegligible capillary pressure and nonlinear relative permeability functions. While 100 % of the CO₂ entered the 3D network dissolved in the liquid phase, 25 % of the void space was occupied by gas phase and 47 % of the CO₂ exiting the outlet face did so via the gaseous phase after 500 s of simulation time.     

重力式挡土墙抗滑稳定分析安全判据和标准

探讨水利、交通等领域挡土墙设计规范中对抗滑稳定安全系数规定的允许值的合理性,认为其相应值与国外相关规定相比偏小。从理论上分析,使用抗力除以土压力的安全系数定义计算土压力相应的强度参数是标准值,而非经分项系数或安全系数折减后的标准值,其允许安全系数宜大于边坡等同类土方构筑物的相应值。认为建立在可靠度理论指导下的分项系数方法可以从根本上摆脱在安全判据方面存在的缺陷。在假定一级建筑物的允许可靠指标为3.7、土的黏聚力和摩擦系数变异系数分别为0.2和0.1的条件下,对一个特定的算例,填土的黏聚力、摩擦系数和基底的摩擦系数分项系数标定值分别为 1.301, 1.209和 1.170,应用提出的相对安全率判据,可以发现上述的分项系数标定值具有普适意义。该成果可以为相关规范的制订提供参考。     

Platform loading from explosions in saturated sand using avisco-plastic model

A set of experiments were conducted at the Aberdeen Proving Grounds 1 (Taylor, L.C., Skaggs, R.R. and Gault, W., 2005. Vertical impulse measurements of mines buried in saturated sand. Proceedings of the 31st Annual Conference on Explosives and Blasting Technique, Orlando, FL, 6 - 9 February, 2.) in which explosive charges were buried in saturated sand beneath a suspended rigid platform. The goal of these experiments was to measure the dependence of the impulse transmitted to the platform on the standoff distance and the charge burial depth. Simulations of these experiments were performed using the BUB2D axi-symmetric code using a frictional-cohesive visco-plastic model to describe the response of the saturated sand. This code solves a constrained set of conservation laws in which the liquid region (in this case saturated sand) is assumed incompressible. The explosion is initialized as a high pressure gas bubble (void) within the fluid. Comparisons of the simulations to the experiments are presented together with a study of the physical phenomenology associated with the loading process. In particular, it is shown that the force imparted to the platform is a combination of the impact of the sand on top of the explosion gas bubble and the pressure of the bubble as it expands before venting into the atmosphere. Under certain conditions, when the platform standoff is sufficiently small and the platform is sufficiently large, the bubble can over-expand before venting and pull the platform downward. This phenomenon was studied further through carefully measured and photographed small-scale experiments performed at the University of Maryland 2 (Fourney, W., Leiste, U., Bonenberger, R. and Goodings, D., 2005, Predicting explosive impulse by means of small scale tests. Proceedings of the 31st Annual Conference on Explosives and Blasting Technique, Orlando, FL, 6 - 9 February, 2.). The small-scale experiments provide additional important validation benchmarks for our model.     

边坡虹吸排水管内空气积累原因及应对措施

坡体地下水位上升是诱发滑坡的重要因素,实时排出地下水是防治边坡地质灾害的有效手段。虹吸排水具有免动力和流动过程由液位变化自动控制的物理特性,可满足实时排出坡体地下水的需要,但虹吸管中空气积累会导致虹吸过程中断,制约了边坡虹吸排水技术的推广应用。溶解于水的空气因虹吸管内压力降低而释出是形成气泡的物理基础。实验结果表明,虹吸进水口水面以上垂直高度3.5 m以上就会出现大量气泡,经过虹吸顶点后,气泡发生强烈的兼并形成大气泡。当虹吸管的进出水口的水头差较大时,气泡间的水弹容易推动气泡从出水口排出。当虹吸管直径大于5 mm时,缓慢的虹吸流动,会发生管内气泡的积累,最终破坏虹吸过程;虹吸管的直径小于4 mm时,可以形成基本稳定的弹状流。因此,为保持边坡虹吸过程长期有效,经常性降雨并且坡体地下水丰富的地区可选用直径为5 mm的虹吸管,非经常性降雨的地区应选择小于等于4 mm的虹吸管。     

地球等离子体片中爆震流的理论研究

地球等离子体片中持续时间很短的快速流动事件最近受到很多关注，这些事件被Angelopoulos等称为爆震流，简要回顾了爆震流的理论研究。当前理论认为，爆震流是磁泡（含较少等离子体的磁流通管）在交换不稳定性的作用下在等离子体片中的流动，磁泡图像很自然地解释了等离子体片中观测到的爆震流。理论预期的快速流在横穿磁尾方向的尺度，它的速度伴随着磁场松驰，压力和密度的降低以及电离层和地面特征都已被观测证实。     

开孔管桩动孔压消散特性的理论研究

可液化地基在遇到地震作用或任何其他突变应力条件下,土体会迅速丧失强度和刚度,发生液化,从而失去承载能力。传统的抗液化措施主要集中在地基处理层面,而开孔管桩则兼具抗液化性能和承载能力。在假设开孔管桩孔洞内液体流动满足Poiseuille方程且等应变假设成立的前提下,结合开孔管桩复合地基的应力集中现象,推导出地基在时变荷载作用下的径竖向组合孔压解析解。考虑到循环荷载作用下的孔压积累现象,进一步利用孔压发展的经验模型改进该解析解。在此解析解的基础上,分析、对比开孔管桩、碎石桩、不排水桩以及天然地基的孔压发展情况,得出开孔管桩具有最好的孔压消散能力。桩-土模量比、井径比等因素对孔压的发展都有重要的影响,桩-土模量比越大、井径比越小,孔压消散速率越快。桩本身开孔系数对孔压发展的影响不明显。荷载频率只影响初始孔压峰值,并不影响孔压振荡衰减的速率。     

Computational validation of the Generalized Sutherland Equation for bubble–particle encounter efficiency in flotation

Bubble–particle encounter during flotation is governed by liquid flow relative to the rising bubble, which is a function of the adsorbed frothers, collectors, and other surfactants and surface contaminants. Due to surface contamination, the bubble surface in flotation has been considered as immobile (rigid). However, surface contamination can be swept to the backside of the rising bubble due to the relative liquid flow, leaving the front surface of the rising bubble mobile with a non-zero tangential component of the liquid velocity. The bubble with a mobile surface was considered by Sutherland who applied the potential flow condition and analyzed the bubble–particle encounter using a simplified particle motion equation without inertia. The Sutherland model was found to over-predict the encounter efficiency and has been improved by incorporating inertial forces which are amplified at the mobile surface with a non-zero tangential velocity component of the liquid phase. An analytical solution was obtained for the encounter efficiency using approximate equations and is called the Generalized Sutherland Equation (GSE). In this paper, the bubble–particle encounter interaction with the potential flow condition has been analyzed by solving the full motion equation for the particle employing a numerical computational approach. The GSE model was compared with the exact numerical results for the encounter efficiency. The comparison only shows good agreement between the GSE prediction and the numerical data for ultrafine particles (< 10 μm in diameter), the inertial forces of which are vanishingly small. For non-ultrafine particles, a significant deviation of the GSE model from the numerical data has been observed. Details of the numerical methodology and solutions for the (collision) angle of tangency and encounter efficiency are described.     

An analysis of drilling fluid pumping pressure for the Maxi-HDD crossing project

For horizontal directional drilling crossing project, pumping pressure is a key factor that influences the drilling efficiency and the stability of borehole wall. There are nevertheless many theoretical difficulties in calculating and analyzing the dynamic law of pumping pressure. This paper aims to resolve these problems based on construction features and rheological theory. The power-law fluid model is adopted to describe rheological properties of drilling fluid. In order to prevent blowout from occurring in the drilling process, the maximum allowable mud pressure at different reaming stages is calculated by numerical method under condition of complicated geological structure. The borehole pressure must be greater than minimum required mud pressure which is achieved by hydrodynamic calculation method, only meet this condition can it transport the cuttings to the ground surface. Moreover, the pressure loss in the drill string, including loss in drill rod and loss through bit nozzles, is also calculated by newly derived equations. Finally, combining with practical engineering field data, the appropriate range of pumping pressure at different reaming stages is obtained through the calculation results of three types of pressure, which can help engineers minimize the occurrence of accidents and enhance the drilling efficiency.     

煤层气井牛顿流体压裂压力损失预测模型

为准确预测牛顿流体连续管压裂作业时沿程管柱内的压力损失,根据我国煤层气井压裂所采用压裂液的特点,运用流体力学理论与方法,建立了基于牛顿流体流变学基本特征的混砂液在连续油管内流动过程中的压力损失预测模型;对不同施工排量、砂比、连续管径和入井长度比等参数对管内压力损失的影响规律进行了分析。提出: a .牛顿流体在管内流动压力损失的主控因素为流体与管壁的摩擦,因此,降低牛顿流体管内压力损失的有效途径是合理选择连续油管直径与优化施工排量; b .为降低管内摩擦压力损失,应参考入井长度比值等参数,合理优选连续油管长度; c .在满足连续管工作压力和保证携砂液性能的前提下,牛顿流体压裂时应尽可能采用大管径、大排量、中砂比施工。      

Experimental investigations on the formation of excess air in quasi-saturated porous media

The formation of an excess of dissolved gas (“excess air”) in quasi-saturated media was studied by analyzing and interpreting dissolved noble gas concentrations in laboratory column experiments. Using quartz sand filled columns of 1 m length, two different experimental designs were realized. In the first, groundwater recharge was simulated by a unidirectional vertical water flow through the columns. In the second, groundwater level fluctuations in an aquifer zone without active infiltration were reproduced by cyclic water level fluctuations in the columns. The reproducible generation of excess air under these defined, near natural conditions was successful. Partial or complete dissolution of air bubbles entrapped in the quartz sand could be identified as the mechanism responsible for the generation of excess air. Depending on the experimental design, supersaturation of the dissolved atmospheric noble gases ranging between 1.4% ΔNe and 16.2% ΔNe was found. The measured noble gas patterns were interpreted using inverse modeling and conceptual gas exchange models and were compared to results of numerical simulations of gas bubble dissolution in water filled soil columns. The gas composition in most of the samples resembles either unfractionated pure atmospheric excess air or is fractionated in accordance with closed-system equilibration between entrapped air and surrounding water. In addition to the amount of entrapped air, the hydrostatic pressure exerted on the entrapped air bubbles is the dominating parameter responsible for the total amount of dissolved air. The composition of the excess air component is controlled by the water flow regime, the bubble size distribution, the initially dissolved gas concentrations and the initially entrapped gas composition.     

非饱和含砂细粒土的气体渗透特性研究

为了探讨非饱和含砂细粒土的气体渗透规律,制备不同含水率和干密度试样进行气体渗透试验,并基于多孔介质渗流理论分析进气压力、孔隙比和饱和度等对气体渗透率的影响规律,总结了非饱和土中渗透率的经验公式。试验结果表明,随着进气压力的增加,土样气体渗透率测试值逐渐趋于稳定值;含水率较高时,进气压力对土样气体渗透率的影响程度较大;含水率较低时,土样气体渗透率随进气压力增加而变化幅值较小。气体渗透率随土样含水率的增加（或饱和度的增加）呈减小趋势;当含水率低于最优含水率时,气体渗透率变化较小,但当含水率大于最优含水率后,气体渗透率急剧降低;在最优含水率两侧,土样微观结构的差异（絮凝结构和分散结构）是导致气体渗透率发生突变的主要原因;气隙比可有效表征土体孔隙比与饱和度对气体渗透率的影响规律,气体渗透率与气隙比呈良好的幂函数关系,并采用已有文献中试验数据验证了经验公式的合理性。     

Correlation of shape and size of methane bubbles in fine-grained muddy aquatic sediments with sediment fracture toughness

Gassy sediments contribute to destabilization of aquatic infrastructure, air pollution, and global warming. In the current study a precise shape and size of the buoyant mature methane bubble in fine-grained muddy aquatic sediment is defined by numerical and analytical modeling, their results are in a good agreement. A closed-form analytical solution defining the bubble parameters is developed. It is found that the buoyant mature bubble is elliptical in its front view and resembles an inverted tear drop in its cross-section. The size and shape of the mature bubble strongly correlate with sediment fracture toughness. Bubbles formed in the weaker sediments are smaller and characterized by a larger surface-to-volume ratio that induces their faster growth and may lead to their faster dissolution below the sediment–water interface. This may prevent their release to the water column and to the atmosphere. Shapes of the bubbles in the weaker sediments deviate further from the spherical configuration, than those in the stronger sediments. Modeled bubble characteristics, important for the acoustic applications, are in a good agreement with field observations and lab experiments.