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结合实验对阳离子表面活性剂(CTAC)减阻流体在流道中减阻性能作了测量,分析了温度、浓度、配比变化对流体减阻性能的影响。同时应用激光相位多普勒测速仪测量了流体的速度场。研究发现,加入减阻剂后流体的减阻率可达67%,具有明显的节能效果。 相似文献
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管道节能减阻涂料技术展望 总被引:1,自引:0,他引:1
潘亚宏 《建设科技(建设部)》2008,(14):67-70
节能减阻涂料在长距离流体输送领域有巨大的经济和社会效益,本文对节能减阻效果如何评价、流速对减阻效果的影响等,进行了分析,并对石油天然气领域减阻涂料的发展进行了展望。在水利工程中,特别是在南水北调、导流隧洞等情况下,减阻涂料非常值得推广应用。 相似文献
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《Planning》2020,(4)
为了研究两性表面活性剂的减阻效果和减阻机理,利用循环管路系统的方形管道对十二烷基二甲基氧化氨(OA-12)减阻流体进行了阻力测定试验,并利用粒子成像测速仪(particle imaging velocimeter,PIV)对该减阻流体的湍流流场进行了测量。阻力试验结果表明:OA-12是一种良好的减阻剂,在低雷诺数时就能取得很好的减阻效果,其减阻率会随着雷诺数的增加而增加,并达到最大值,而后随雷诺数的增加减阻率迅速下降并趋于稳定。流场分析结果表明:OA-12减阻流体之所以具有减阻效果,是因为它的存在改变了流场内部的涡量、湍流强度、雷诺切应力和平均流速等。 相似文献
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《Planning》2019,(10)
为了研究减阻流体流动参数在弯管内的变化,利用Fluent软件对90°弯管内不同雷诺数下的黏弹性流体和水进行数值模拟。通过网格无关性验证及流动规律变化情况验证了几何模型和FENE-P黏弹性模型的可靠性。结果表明:黏弹性流体取得了一定的减阻效果,减阻率在弯道部分降低且沿程波动;流体减阻率随雷诺数的变化而变化,在临界雷诺数处减阻率最大;2种流体的壁面压力系数沿程减小,弯道部分的压力系数外侧明显高于内侧,其静水压强由外而内逐渐递减;弯道改变了轴向流速分布,外侧减阻流体流速远小于水,内侧则相反。 相似文献
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冷水系统流体输送能耗在空调系统能耗中所占比例很高,合理利用添加剂可以大幅度减小流动阻力,达到节能降耗的目的。鉴于低温情况下添加剂减阻实验研究较缺乏,设计了5~15℃添加剂减阻低温实验台,进行低温条件下减阻添加剂的筛选和减阻效果的研究。通过对十六烷基三甲基氯化铵(CTAC)及其与二十二烷基三甲基硫酸甲酯铵(BTMS)混合减阻剂的减阻效果进行实验研究,发现混合减阻剂在5~15℃温度范围内的减阻效果显著增加,特别是在管径为15.66mm、流体温度为15℃、添加剂质量分数为400×10-6时减阻百分比最大,可以达到68%。 相似文献
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减阻触变泥浆在地下综合管廊顶管施工中具有支撑、填充、润滑等重要作用。本文对减阻触变泥浆中主要原材料—膨润土的种类及含量对泥浆性能的影响进行了实验研究。结果表明:减阻泥浆的漏斗粘度、失水量和析水率等性能指标随钠基、有机和钙基3种膨润土含量的变化规律基本相同。由钠基或有机膨润土配制的泥浆失水量性能优于钙基膨润土,但钙基膨润土在泥浆漏斗粘度性能上表现更好;由上述3种类型膨润土分别配制的泥浆析水率性能相当。另外,本文还研究了黄原胶含量对减阻泥浆性能的影响,实验结果表明添加黄原胶能显著降低减阻触变泥浆的失水量,并在一定程度上提高泥浆的漏斗粘度。 相似文献
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J. W. Tang Y. M. Xie P. Felicetti J. Y. Tu J. D. Li 《The Structural Design of Tall and Special Buildings》2013,22(1):62-73
This paper presents a systematic study of wind drags on high‐rise buildings of various shapes using computational fluid dynamics. By increasing the side number of a polygon, the drag coefficient of the extruded tower decreases and eventually converges to that of a circular tower. The results also show consistent reduction of wind drag when round corners are applied to the polygonal cross section and when the radius of the round corner is gradually increased. This paper also investigates the effect of twisting the building on reducing the wind drag. Design of Experiments shows that the wind drag can be reduced if the building is twisted appropriately. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
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Chao‐Rong Zheng Yao‐Chun Zhang 《The Structural Design of Tall and Special Buildings》2012,21(7):475-491
In order to reduce the wind‐induced drag and improve the wind‐resistance performance of a high‐rise building, active suction control was proposed to investigate its drag‐reducing property through Computational Fluid Dynamics (CFD) method. The numerical method was validated by the experiment of suction control over a backward‐facing step flow. Effects of the dimensionless suction flux, the suction angle and the slot size on drag reduction for a high‐rise building model were analysed, and the detailed flow fields (including the time‐averaged stream and vorticity fields), the boundary layer development and turbulence characteristics like turbulent kinetic energy for the suction models were presented to discuss the mechanism of suction control. The results indicate that suction is very effective in reducing the wind‐load of a high‐rise building model, and only the dimensionless suction flux is important, while the orifice geometrical parameters and the suction velocities show little influence on drag reduction. The mechanism of suction control is concluded that suction can bring more flows around the windward face, restrain the flow separation and decrease the width of the wake for the suction models. Copyright © 2010 John Wiley & Sons, Ltd. 相似文献
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Using computational fluid dynamics to improve the drag coefficient estimates for tall buildings under wind loading 下载免费PDF全文
Alexandre de Macêdo Wahrhaftig Marcelo Araujo da Silva 《The Structural Design of Tall and Special Buildings》2018,27(3)
Wind is the main horizontal force acting on tall buildings. This force is proportional to the drag coefficient. The drag coefficient is an important factor in their structural design. Designers have historically relied upon experimental wind tunnel results to estimate the drag coefficient. However, this process is both expensive and time consuming. In this study, we alternatively computed the drag coefficient (apart from the pressure, force, and bending moment) using computational fluid dynamics for a typical 93‐m‐high residential building. The simulation considers the actual building geometry, as well as the neighborhood roughness effects. We compared these results with the conventional estimates contained in the Brazilian code NBR‐6123/1988 and Eurocode EC1. The results indicated that the pressures obtained herein near the top of the building were lower compared to those obtained using conventional estimation methods given in codes. Comparatively, the obtained bending moment relative to the base of the building was higher, indicating the existence of significant drag forces not considered in codes. In fluid dynamics simulations, the drag coefficient is determined for each terrain condition. Computational fluid dynamics can effectively simulate the drag force and resultant forces in the direction of the flow, as well as the vortices that result during coating detachment and other types of damage. 相似文献
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In an attempt to select an appropriate fire-resistant hydraulic fluid for use in Naval applications, two approaches were used: (1) development of a shear-resistant, drag-reducing colloid dispersion to determine if it had anti-misting properties, and (2) use of a water-in-oil emulsion loaded to high levels of water. While the dispersion of lithium phenylstearate colloid had demonstrated high drag reducing activity in previous work and would therefore presumably exhibit anti-misting characteristics, it failed to produce the desired fire-suppressive effect. The water-in-oil emulsion, on the other hand, showed promising fire-resistant properties in a flammability testing device. 相似文献
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为研究滑面裂隙水流拖曳力对平推式滑坡稳定性的影响,建立平推式滑坡渗流–径流耦合模型。该模型采用Navier–Stokes方程描述滑面裂隙径流,用Brinkman-extended Darcy方程描述软弱层多孔介质渗流。径流区和渗流区的流体运动均满足连续性方程,且在交界面处的流体满足流速相等和切应力连续双边界条件。根据上述条件推求出径流区和渗流区的流速分布,并引入Newton内摩擦定律求出滑动面裂隙径流拖曳力。利用刚体极限平衡理论对径流状态下平推式斜坡的稳定性进行分析,得出修正后的平推式斜坡抗滑稳定安全系数和后缘裂隙临界水深之间的关系。并结合工程实例讨论后缘水深、滑面倾角和滑面裂隙宽度对安全系数的影响。结果表明,考虑底部裂隙流体拖曳力效应时,滑坡安全系数下降了5.90%。因此,在进行平推式滑坡稳定性分析与计算中,应考虑滑动面裂隙水流拖曳力作用。 相似文献
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通过对外翅管绕流阻力及绕流谱的分析,提出利用翅片的外伸作用对基管进行近体扰流增效减阻的方法。单管的实验研究证实,选用合理的绊条扰流结构,可使环翅管的绕流阻力降低40%,换热增强10%。 相似文献
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本文通过实验研究证明,在液体中加入少量的表面活性剂可导致其流动阻力大幅度地减少,即添加剂减阻现象,这样可以使得流体在输送过程中的摩阻系数显著下降,从而可以降低空调水系统的能耗。 相似文献
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T.R. Alridge B.S. Piper J.C.R. Hunt 《Journal of Wind Engineering & Industrial Aerodynamics》1978,3(4):251-257
Measurements are described of the drag coefficient of porous circular cylinders (60% open-area ratio) fixed between solid hemispherical end caps, for five values of aspect ratio between 7.92 and 2.67. The Reynolds number varies between 104 and 2.6 × 105. It is found that the drag coefficient increases with aspect ratio much as a solid cylinder's but its drag coefficient is about 20% higher (varying between 0.88 to 0.96 as the aspect ratio is increased).Flow-visualization experiments have also been conducted, and show how fluid passes through the cylinders and how the vortex shedding is weaker than for solid cylinders. 相似文献