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NUMERICAL INVESTIGATION OF THREE-DIMENSIONAL VISCOUS INCOMPRESSIBLE FLOWS IN DIVERGENT CURVED CHANNELS AND TURBULENT MODEL STUDY
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作者 焦德勇 杨弘炜 +2 位作者 赵志君 苏杰先 冯国泰 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1989年第7期639-646,共8页
In order to make the numerical calculation of viscous flows more convenient for the flows in channel with complicated profile governing equations expressed in the arbitrary curvilinear coordinates were derived by mean... In order to make the numerical calculation of viscous flows more convenient for the flows in channel with complicated profile governing equations expressed in the arbitrary curvilinear coordinates were derived by means of Favre density-weighted averaged method, and a turbulent model with effect of curvature modification was also derived. The numerical calculation of laminar and turbulent flown in divergent curved channels was carried out by means of parabolizeil computation method. The calculating results were used to analyze and investigate the aerodynamic performance of talor cascades in compressors preliminarily. 展开更多
关键词 NUMERICAL INVESTIGATION OF three-dimensional VISCOUS INCOMPRESSIBLE FLOWS IN DIVERGENT curved CHANNELS AND TURBULENT MODEL STUDY
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Experimental and measured research on three-dimensional deformation law of gas drainage borehole in coal seam 被引量:8
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作者 Hongbao Zhao Jinyu Li +3 位作者 Yihong Liu Yikuo Wang Tao Wang Hui Cheng 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2020年第3期397-403,共7页
Using self-researched gas drainage borehole stability dynamic monitoring device, three-dimensional deformation characteristics of borehole under steady vertical load were researched experimentally and systematically. ... Using self-researched gas drainage borehole stability dynamic monitoring device, three-dimensional deformation characteristics of borehole under steady vertical load were researched experimentally and systematically. This research indicated that under the action of steady loading, the mechanical deformation path of the simulated gas drainage borehole is gradually complicated, and the decay of the borehole circumferential strain is an important characterization of the prediction and early warning of borehole instability and collapse. The horizontal position of borehole occurs compressive strain, and the vertical of which occurs tensile strain under the action of vertical stress. At the initial stage of loading, the vertical strain is more sensitive than that in the horizontal direction. After a certain period of time, the horizontal strain is gradually higher than the vertical one, and the intersection of the borehole horizontal diameter and the hole wall is the stress concentration point. With the increase of the depth of hole, the strain shows a gradual decay trend as a whole, and the vertical strain decays more observably, but there is no absolute position correlation between the amount of strain decay and the increase in borehole depth,and the area within 1.5 times the orifice size is the borehole stress concentration zone. 展开更多
关键词 Gas drainage borehole Dynamic monitoring Strain-time curve three-dimensional deformation law
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Flume Experiment Investigation on Propagation Characteristics of Tidal Bore in A Curved Channel 被引量:1
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作者 FAN Jun TAO Ai-feng +2 位作者 SHI Mo-quan LI Ying PENG Ji 《China Ocean Engineering》 SCIE EI CSCD 2023年第1期131-144,共14页
Tidal bore is a special and intensive form of flow movement induced by tidal effect in estuary areas, which has complex characteristics of profile, propagation and flow velocity. Although it has been widely studied fo... Tidal bore is a special and intensive form of flow movement induced by tidal effect in estuary areas, which has complex characteristics of profile, propagation and flow velocity. Although it has been widely studied for the generation mechanism, propagation features and influencing factors, the curved channel will complicate the characteristics of tidal bore propagation, which need further investigation compared with straight channel. In this study, the flume experiments for both undular and breaking bores’ propagation in curved channel are performed to measure the freesurface elevation and flow velocity by ultrasonic sensors and ADV respectively. The propagation characteristics,including tidal bore height, cross-section surface gradient, tidal bore propagation celerity, and flow velocity are obtained for both sides of the curved channel. And three bore intensities are set for each type of tidal bores. The freesurface gradients are consistently enlarged in high-curvature section for undular and breaking bores, but have distinct behaviors in low-curvature section. The spatial distributions of tidal bore propagation celerity and flow velocity are compared between concave and convex banks. This work will provide experimental reference for engineering design of beach and seawall protection, erosion reduction and siltation promotion in estuary areas with the existence of tidal bores. 展开更多
关键词 tidal bore curved channel flume experiment propagation celerity bore intensity
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Preliminary Clinical Study of Real-time Three-dimensional Echo-cardiographic Volume-time Curve in Evaluating Left Ventricular Diastolic Function
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作者 费洪文 何亚乐 +3 位作者 侯跃双 许燕 黄新胜 冯碧霞 《Journal of Huazhong University of Science and Technology(Medical Sciences)》 SCIE CAS 2007年第4期475-478,共4页
The volume-time curve change in patients with normal left ventricular (LV) diastolic function and diastolic dysfunction was evaluated by real-time three-dimensional echocardiography (RT3DE). LV diastolic dysfuncti... The volume-time curve change in patients with normal left ventricular (LV) diastolic function and diastolic dysfunction was evaluated by real-time three-dimensional echocardiography (RT3DE). LV diastolic dysfunction was defined by E'〈A' in pulse-wave tissue Doppler for inter-ventricular septal (IVS) of mitral annulus. In 24 patients with LV diastolic dysfunction, including 12 patients with delayed relaxation (delayed relaxation group) and 12 patients with pseudo-normal function (pseudo-normal group) and 24 normal volunteers (control group), data of full-volume image were acquired by real-time three-dimensional echocardiography and subjected to volume-time curve analysis. EDV (end-diastolic volume), ESV (end-systolic volume), LVEF (left ventricular ejection fraction), PER (peak ejection rate), PFR (peak filling rate) from RT3DE were examined in the three groups. Compared to the control group, PFR (diastolic filling index of RT3DE) was significantly reduced in the delayed relaxation group and pseudo-normal group (P〈0.05). There were no significant differences in EDV, ESV, LVEE PER (P〉0.05). It is concluded that PFR, as a diastolic filling index of RT3DE, can reflect the early diastolic function and serve as a new non-invasive, quick and accurate tool for clinical assessment of LV diastolic function. 展开更多
关键词 real-time three-dimensional echocardiography left ventricular diastolic function volume-time curve
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MODELING OF LIGHT SPECULAR REFLECTION FROM PLAIN-KNITTED FABRICS: A THREE-DIMENSIONAL ANALYSIS
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作者 陶肖明 《Journal of China Textile University(English Edition)》 EI CAS 1997年第3期1-7,共7页
The paper applies a mathematical model[1] for specular reflection to plain-knitted fabrics by using a three-dimensional analysis. Computer simulation of goniophotometric curves is generated based oa the model. Correct... The paper applies a mathematical model[1] for specular reflection to plain-knitted fabrics by using a three-dimensional analysis. Computer simulation of goniophotometric curves is generated based oa the model. Correction factors are introduced by taking into consideration of geometry of the instrument used. Comparison between the simulated and the measured curves of a straight monofilament yarn with various orientation angles is carried out and reasonable agreement has been obtained. 展开更多
关键词 specular REFLECTION plain-knitted FABRICS three-dimensional analysis computer simulation goniophotometric curvES
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THREE-DIMENSIONAL NUMERICAL MODELLING OF SUBMERGED DIKE ALIGNMENT IN CURVED ESTUARINE CHANNEL 被引量:4
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作者 ZHENG Jin-hai LIU Ying-qi YAN Yi-xin ZHU Yu-liang 《Journal of Hydrodynamics》 SCIE EI CSCD 2005年第5期601-606,共6页
Submerged dikes were frequently built in curved estuarine channels to improve navigational conditions. A three-dimensional numerical model of tidal motions was developed to simulate flows through the submerged dike al... Submerged dikes were frequently built in curved estuarine channels to improve navigational conditions. A three-dimensional numerical model of tidal motions was developed to simulate flows through the submerged dike alignment in curved estuarine reach of complex bathymetry on the basis of satisfactory calibrations. Through the analysis of the morphological characteristics of the curved channel of the Huangpu River mouth in the Yangtze River Delta, a submerged dike alignment project was examined. The effect of the navigation channel improvement project and its influence on the flow regimes, the navigational conditions, the flood control and the operating conditions of harbours within the adjacent water area were evaluated, and the technical feasibility of the navigation channel improvement scheme was demonstrated. 展开更多
关键词 submerged dike alignment three-dimensional numerical model curved estuarine channel morphological analysis
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The three-dimension model for the rock-breaking mechanism of disc cutter andanalysis of rock-breaking forces 被引量:25
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作者 Zhao-Huang Zhang Fei Sun 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2012年第3期675-682,共8页
To study the rock deformation with three- dimensional model under rolling forces of disc cutter, by car- rying out the circular-grooving test with disc cutter rolling around on the rock, the rock mechanical behavior u... To study the rock deformation with three- dimensional model under rolling forces of disc cutter, by car- rying out the circular-grooving test with disc cutter rolling around on the rock, the rock mechanical behavior under rolling disc cutter is studied, the mechanical model of disc cutter rolling around the groove is established, and the the- ory of single-point and double-angle variables is proposed. Based on this theory, the physics equations and geometric equations of rock mechanical behavior under disc cutters of tunnel boring machine (TBM) are studied, and then the bal- ance equations of interactive forces between disc cutter and rock are established. Accordingly, formulas about normal force, rolling force and side force of a disc cutter are de- rived, and their validity is studied by tests. Therefore, a new method and theory is proposed to study rock- breaking mech- anism of disc cutters. 展开更多
关键词 Full face rock tunnel boring machine (TBM) Disc cutte three-dimension model
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Equilibrium equations for nonlinear buckling analysis of drill-strings in 3D curved well-bores 被引量:7
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作者 TAN MeiLan1 & GAN LiFei2 1 Faculty of Science, Jiangsu University, Zhenjiang 212013, China 2 94973 Unit in Hangzhou of Zhejiang Province, Hangzhou 310021, China 《Science China(Technological Sciences)》 SCIE EI CAS 2009年第3期590-595,共6页
With the development of drilling technology, the oil/gas well has evolved from its early vertical straight form to the inclined, horizontal, plane curved, or even 3D curved well-bore. Understanding of the buck- ling b... With the development of drilling technology, the oil/gas well has evolved from its early vertical straight form to the inclined, horizontal, plane curved, or even 3D curved well-bore. Understanding of the buck- ling behavior of a drill-string in a well-bore is crucial for the success of a drilling operation. Therefore, equilibrium equations for analyzing the buckling behavior of a drill-string in a 3D curved well-bore are required. Based on Love’s equilibrium equations for a curved and twisted rod in space, a set of equi- librium equations for the nonlinear buckling analysis of a drill-string in a 3D curved well-bore are de- rived by introducing a radial constraint of the well-bore. The proposed formulae can account for the well curvature and tortuosity. Thus, it can be used to analyze the buckling behaviors of a drill-string constrained in a well-bore and subjected to axial compression, torsion at its upper end, and gravity simultaneously. It is worth noting that the existing equations in the literature for a drill-string in a straight and plane curved well-bore with a constant curvature are a special case of the proposed model. Thus, the present model can provide a theoretical basis for the nonlinear buckling analysis of a drill-string constrained in a 3D curved well-bore. 展开更多
关键词 nonlinear buckling TORTUOSITY constraint EQUILIBRIUM EQUATIONS drill-strings 3D curved well-bores
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钻孔灌注长桩试验曲线型式及破坏机理探讨 被引量:13
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作者 黄明聪 龚晓南 赵善锐 《铁道学报》 EI CAS CSCD 北大核心 1998年第4期93-97,共5页
根据百余根钻孔灌注桩现场静载试验资料[1],总结了钻孔灌注长桩的静载试验曲线(荷载P、沉降S、时间t)的主要类型及其特征;讨论与之相关的破坏规律和极限承载力判定方法、影响因素;提出根据桩长和长径比判定为长桩的大致标准... 根据百余根钻孔灌注桩现场静载试验资料[1],总结了钻孔灌注长桩的静载试验曲线(荷载P、沉降S、时间t)的主要类型及其特征;讨论与之相关的破坏规律和极限承载力判定方法、影响因素;提出根据桩长和长径比判定为长桩的大致标准;就长桩的合理尺寸和沉降控制提出新的看法和建议。 展开更多
关键词 钻孔灌注长桩 试验曲线 破坏机理 静载试验
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船舶推进轴系校中若干技术问题研究 被引量:18
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作者 周瑞平 徐立华 +1 位作者 张昇平 黄政 《船舶工程》 CSCD 北大核心 2004年第6期48-52,共5页
船舶推进轴系校中计算对保证轴系长期可靠运行具有极其重要的意义。标准的编制为轴系校中计算、安装、检验提供了强有力的理论依据和实际应用指导。本文针对我国船舶轴系校中实际 ,在对CB /Z33884《船舶推进轴系校中》标准的修订过程中 ... 船舶推进轴系校中计算对保证轴系长期可靠运行具有极其重要的意义。标准的编制为轴系校中计算、安装、检验提供了强有力的理论依据和实际应用指导。本文针对我国船舶轴系校中实际 ,在对CB /Z33884《船舶推进轴系校中》标准的修订过程中 ,对千斤顶顶举系数曲线的绘制、与千斤顶对应的被测轴承确定、顶举曲线与轴承负荷计算、斜镗孔问题、混合弹性模量、带有液压联轴器的轴系校中计算等六个问题进行了详细分析讨论 ,并通过在实际船舶轴系校中计算中的应用 ,表明其是正确可行的。 展开更多
关键词 船舶 轴系校中 顶举曲线 顶举系数 斜镗孔
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三维弯曲井眼钻柱接触非线性问题求解方法 被引量:13
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作者 庞东晓 刘清友 +1 位作者 孟庆华 王国荣 《石油学报》 EI CAS CSCD 北大核心 2009年第1期121-124,共4页
目前研究钻柱与井壁多向接触问题普遍采用罚函数法、间隙元法、形式刚度法和放松约束法等,其计算速度慢,难以满足工程应用要求。通过建立三维弯曲井眼钻柱有限元模型和钻柱与井壁接触碰撞的定解条件,利用元胞自动机的基本理论,提出了一... 目前研究钻柱与井壁多向接触问题普遍采用罚函数法、间隙元法、形式刚度法和放松约束法等,其计算速度慢,难以满足工程应用要求。通过建立三维弯曲井眼钻柱有限元模型和钻柱与井壁接触碰撞的定解条件,利用元胞自动机的基本理论,提出了一种基于元胞自动机的钻柱多向接触非线性有限元方程的求解方法。该方法具有编程简单、收敛速度快等优点,能够较好地解决钻柱在三维弯曲井眼中与井壁接触碰撞的复杂边界条件问题,适用于三维弯曲井眼钻柱接触非线性问题的求解。 展开更多
关键词 三维弯曲井眼 非线性问题 元胞自动机 非线性方程 钻柱力学 有限元法 求解方法
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衰减型油井压力恢复曲线的应用 被引量:3
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作者 李发印 魏南宁 赵晓凯 《新疆石油地质》 CAS CSCD 2001年第3期251-252,共2页
应用衰减型油井压力恢复曲线方程,对大庆油田萨中地区51口聚驱井、密井网和基础井网的油井进行了计算,结果表明:经典半对数方法出现直线段的井仅占23.5%,而衰减型方程出现直线段的油井则占98%;衰减型曲线方程不仅可以确定出稳... 应用衰减型油井压力恢复曲线方程,对大庆油田萨中地区51口聚驱井、密井网和基础井网的油井进行了计算,结果表明:经典半对数方法出现直线段的井仅占23.5%,而衰减型方程出现直线段的油井则占98%;衰减型曲线方程不仅可以确定出稳定的地层渗透率等参数,而且还可以有效判别近井地带污染情况,解释一些地区地层压力与注采比变化的异常现象。 展开更多
关键词 油井压力 近井地带 井网 地层压力 注采比 地层渗透率 大庆油田 衰减 复曲线 判别
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大直径超长灌注桩水平承载性能的参数敏感性 被引量:8
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作者 李洪江 童立元 +2 位作者 刘松玉 包红燕 杨涛 《岩土力学》 EI CAS CSCD 北大核心 2018年第5期1825-1833,共9页
大直径超长灌注桩是高规格建(构)筑物桩基工程的发展趋势,但有关其水平承载性能的研究还较少。依托江苏靖江文化中心大直径超长灌注桩建设项目,通过现场试桩试验获得了桩身水平受力及承载变形特征。采用孔压静力触探(CPTU)测试p-y曲线... 大直径超长灌注桩是高规格建(构)筑物桩基工程的发展趋势,但有关其水平承载性能的研究还较少。依托江苏靖江文化中心大直径超长灌注桩建设项目,通过现场试桩试验获得了桩身水平受力及承载变形特征。采用孔压静力触探(CPTU)测试p-y曲线法构建了大直径超长灌注桩水平承载数值计算模型,在与现场试桩结果比对验证之后,进一步研究了桩径尺寸效应、桩顶嵌固形式、桩身倾角、竖向载荷对大直径超长灌注桩的影响规律。最后通过计算各影响因素的参数敏感度,实现了对大直径超长灌注桩水平承载性能参数敏感性的客观定量评价。研究结果表明:原位测试CPTU可以很好地应用于大直径超长灌注桩的水平承载分析,大直径超长灌注桩参数敏感度由大到小依次为:桩顶嵌固形式、尺寸效应、竖向荷载、桩身倾角。 展开更多
关键词 大直径超长灌注桩 水平承载 参数敏感性 孔压静力触探(CPTU) P-Y曲线 水平载荷试验
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天然气在复杂气藏内渗流问题的新模型及应用 被引量:3
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作者 赵子刚 姚力 马水龙 《大庆石油地质与开发》 CAS CSCD 北大核心 1999年第6期21-24,共4页
针对形成不同流体区域的气藏、有边水气藏、岩性尖灭气藏及井底存在污染或改善的气藏等情况, 建立了考虑井筒相态重分布的复杂气藏的渗流新模型, 求出了3 种典型外边界条件下的气藏拟压力分布解析解, 并绘出了井底压降曲线。给出的... 针对形成不同流体区域的气藏、有边水气藏、岩性尖灭气藏及井底存在污染或改善的气藏等情况, 建立了考虑井筒相态重分布的复杂气藏的渗流新模型, 求出了3 种典型外边界条件下的气藏拟压力分布解析解, 并绘出了井底压降曲线。给出的气藏无量纲压力表达式及压降曲线, 还可适用于凝析气井及井筒带积液的气井。结合实例分析给出了本文理论在油田开发中的应用。 展开更多
关键词 天然气藏渗流 复杂气藏 压降曲线 气井 井筒
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Fair变筒储存模型的压力曲线响应特征认识 被引量:6
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作者 林加恩 孙贺东 《油气井测试》 2006年第4期1-4,共4页
Fair变筒储存模型已广泛地应用于油气井变井筒储存情况的试井分析,由于实际测试资料里变井筒储存响应的复杂性,以及对有关理论认识不足,使得人们应用起来比较困难。通过系统研究积液气井的Fair变筒储存模型不稳定压力响应特征,得出了Fai... Fair变筒储存模型已广泛地应用于油气井变井筒储存情况的试井分析,由于实际测试资料里变井筒储存响应的复杂性,以及对有关理论认识不足,使得人们应用起来比较困难。通过系统研究积液气井的Fair变筒储存模型不稳定压力响应特征,得出了Fair模型各种情况下理论曲线变化的规律性认识。 展开更多
关键词 变井筒储存 试井解释 典型曲线拟合
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武汉长江公路隧道泥水盾构进排浆泵配置及进浆密度对最大掘进速度的影响分析 被引量:3
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作者 赵运臣 王光辉 王超峰 《隧道建设》 2008年第4期408-411,共4页
对于泥水盾构泥水循环系统设计的关键是进排浆泵配置。泵的流量与扬程应大于临界流速时所需要的最小流量与扬程,同时小于最大掘进速度时需要的流量与扬程。根据武汉长江隧道工程条件,结合经验公式分别计算临界流速与最大掘进速度时的流... 对于泥水盾构泥水循环系统设计的关键是进排浆泵配置。泵的流量与扬程应大于临界流速时所需要的最小流量与扬程,同时小于最大掘进速度时需要的流量与扬程。根据武汉长江隧道工程条件,结合经验公式分别计算临界流速与最大掘进速度时的流量与扬程,在此基础上确定进、排浆泵的配置。并根据实际施工情况,分析进浆密度变化时,泥水循环系统所能满足的最大掘进速度。 展开更多
关键词 公路隧道 武汉长江 泥水循环系统 进排浆泵 临界流速 掘进速度 泵的特性曲线
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基于不同空气间隔装药结构的爆破效果动力响应研究 被引量:9
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作者 梁瑞 解丽娜 +1 位作者 周文海 陈必港 《中国安全生产科学技术》 CAS CSCD 北大核心 2018年第7期175-180,共6页
研究了不同空气间隔装药结构对光面爆破效果的影响,利用ANSYS/LS-DYNA动力分析软件建立实体模型,对5种不同空气间隔装药结构进行数值模拟,并对应力云图及有效应力时程曲线比较分析。研究结果表明:数值计算结果和模拟结果基本吻合,下部... 研究了不同空气间隔装药结构对光面爆破效果的影响,利用ANSYS/LS-DYNA动力分析软件建立实体模型,对5种不同空气间隔装药结构进行数值模拟,并对应力云图及有效应力时程曲线比较分析。研究结果表明:数值计算结果和模拟结果基本吻合,下部装药结构孔口应力集中,基本不采用;短进尺掘进宜采用上部空气间隔装药;中等长度掘进宜采用中部空气间隔装药;在不拒爆条件下长进尺掘进宜采用分段空气间隔装药或小药卷直径装药。 展开更多
关键词 空气间隔 孔壁压力 有限元分析 装药结构 有效应力时程曲线
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紧凑型随钻电磁波电阻率井眼影响补偿方法 被引量:4
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作者 马哲 林楠 杨锦舟 《录井工程》 2010年第1期7-10,共4页
简要介绍了随钻电磁波电阻率三种井眼影响补偿方法,指出了不同补偿方法所对应的电磁波电阻率仪器的优势与不足,重点介绍了基于深度的井眼补偿方法的测量方式、原理、仪器结构特点及深度转换系统,并对这种基于深度补偿的CPR紧凑型随钻电... 简要介绍了随钻电磁波电阻率三种井眼影响补偿方法,指出了不同补偿方法所对应的电磁波电阻率仪器的优势与不足,重点介绍了基于深度的井眼补偿方法的测量方式、原理、仪器结构特点及深度转换系统,并对这种基于深度补偿的CPR紧凑型随钻电磁波电阻率仪器测量曲线进行了可靠性分析,为该类仪器的国产化提供了技术支撑和理论依据。 展开更多
关键词 深度 井眼影响 井眼补偿 电磁波电阻率(CPR) 等源距 不等源距 测量曲线
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瘦西湖超大直径盾构隧道施工对周边环境影响分析 被引量:13
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作者 戴洪伟 《隧道建设》 北大核心 2015年第4期316-321,共6页
大直径曲线盾构隧道中,盾构掘进时盾构对其两侧和拱顶上方的土体作用不同,不同位置土体表现出不同的变形规律。为了保证曲线盾构隧道施工安全进行,并针对变形的差异性提出相应的解决方案,采用现场监测和FLAC 3D数值模拟相结合的方法,对... 大直径曲线盾构隧道中,盾构掘进时盾构对其两侧和拱顶上方的土体作用不同,不同位置土体表现出不同的变形规律。为了保证曲线盾构隧道施工安全进行,并针对变形的差异性提出相应的解决方案,采用现场监测和FLAC 3D数值模拟相结合的方法,对超大直径曲线盾构隧道施工中周边土体变形进行分析,监测项目包括地表沉降、分层沉降、土体深层水平位移。研究结果表明:1)随着隧道掘进,地表沉降呈现反"S"形变形趋势,与3个变形阶段对应,即盾构切口到达时缓慢隆沉,盾构通过时沉降较快,盾尾脱出时沉降趋于稳定;2)横向沉降槽曲线中,掘进时隧道掘进方向曲线内侧沉降量比外侧对称位置沉降更大;3)土体水平位移在隧道掘进方向曲线内侧变形量小于外侧变形量。 展开更多
关键词 瘦西湖隧道 大直径曲线盾构 地表沉降 分层沉降 水平位移
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曲面小孔精密测量系统软件结构及其实现
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作者 杨维川 袁道成 《四川大学学报(工程科学版)》 EI CAS CSCD 2003年第5期72-75,共4页
曲面小孔测量系统是为解决球面小孔孔位测量而研制的一套专用测量设备。分析了该测量系统的软件系统结构及其用VC++6.0的实现方法,配合相应的硬件该软件可以较好地解决曲面小孔孔位测量问题,极大地提高了测试效率。
关键词 小孔 曲面 精密测量 软件系统结构
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