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Experimental and Numerical Investigations of Sand-Water Slurry Jets in Water.

机译:水中的沙水浆状射流的实验和数值研究。

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摘要

Sand-laden jets can be found in many engineering applications, such as, marine bed capping, mining operations, hydro-transport, dredging material disposal, and discharge of industrial and domestic wastewater. Understanding the dynamic interactions of the sand particles and its ambient are important for proper design and optimizing the engineering systems. Mass, momentum and energy of the system can be influenced by interactions of the suspended particles within the jet. As a result, the hydrodynamics of the flow of particle and fluid velocities, turbulence, and shear stresses are affected by particle interaction mechanisms which increase the complexity of the system and mixing phenomenon. The conducted experimental studies and numerical modeling in this thesis are new in terms of the fundamental understanding, flow characteristics and numerical techniques in simulation of sediment laden jets in water. The obtained results of this study can be used in many other environmental problems, such as marine construction, building artificial islands, deep ocean mining and discharge of sewage sludge into water bodies.;Part of this thesis focused on the numerical investigation of sand and slurry jets. Effects of the controlling parameters of the jets such as, particle size, nozzle diameter, initial velocity and particle concentration were investigated and it was found that in contrast with single-phase water jet, the water-phase spreading of slurry jets is function of nozzle size and particle concentration. Numerical experiments revealed that the water-phase centreline velocity of slurry jets increased with increasing particle concentration. Empirical formulations were introduced to show these strong correlations between densimetric Froude number, particle concentration and the velocity decay of slurry jets.;Particle-laden jets are commonly observed when particles are released instantaneously into water bodies but less attention has been devoted to study the starting of particle-laden jets and jet front with relatively high particle concentrations. It was found that the jet front terminal velocities, uf, of small particles were as large as 5 times of the individual particle settling velocity, uf. Experimental investigation of sand jet front revealed that the slope of correlation between the normalized frontal velocity and axial distance was found to be ⅕ whereas this slope for a single-phase water jet was known to be ⅓.;An interesting flow feature that has long been associated with starting jets is the formation of the vortex structure. The formation of the vortex is largely due to the roll up of the jet shear layer as it is introduced into the ambient. Vortex structure of sand jet front was studied experimentally by employing the Galilean decomposition and the swirling strength techniques. In study of the turbulent modulation, it was found that smaller particles attenuate the turbulence much faster that larger particles and logarithmic formulations were developed for prediction of turbulent modulation on solid-gas and solid-liquid turbulent jets.;Effect of particle size on turbulence modulation of sand and slurry jets were investigated with numerical simulation and it was found that the turbulent kinetic energy of the water phase decreases with increasing particle size. Grouping effect of particles on variation of the drag coefficient of the slurry jets was studied by the employing the fundamental conservation of mass and momentum equations. It was found that particle concentration can reduce the drag coefficient of particle cloud since particles tend to travel behind the wake generated by frontal particles.;Part of this thesis focused on the physical characteristics and underlying dynamics of particles for designing purposes such as designing the nozzle size of the jet, choosing the most suitable jet velocity, and the initial sand concentration of the slurry jet for a given particle size range. In order to optimize slurry disposal and capping thickness, laboratory experiments were conducted to understand the structure and dynamics of slurry jets and the development of sand deposition with time. Variations of the aspect ratios with time were studied and power law correlations were introduced for prediction of the mound dimensions. Proposed models can be employed for estimating the mound dimensions on slopes up to 10 degrees with the average error of 4.8%.
机译:载沙喷射器可用于许多工程应用中,例如,海床盖,采矿作业,水力运输,疏material材料处置以及工业和生活废水排放。了解砂粒及其周围环境的动态相互作用对于正确设计和优化工程系统非常重要。系统中的质量,动量和能量会受到射流中悬浮颗粒相互作用的影响。结果,颗粒流动的流体动力学和流体速度,湍流和剪切应力受到颗粒相互作用机制的影响,这增加了系统的复杂性和混合现象。从基本的认识,流动特性和模拟水中含沙射流的数值技术方面,本文进行的实验研究和数值模拟是新的。这项研究的结果可用于许多其他环境问题,例如海洋建设,建造人工岛,深海采矿以及将污水污泥排入水体。喷气机。研究了射流控制参数的影响,如粒径,喷嘴直径,初始速度和粒子浓度,发现与单相水射流相反,浆料射流的水相扩散是喷嘴的函数尺寸和颗粒浓度。数值实验表明,浆液喷射的水相中心线速度随颗粒浓度的增加而增加。引入了经验公式,以显示密度弗洛德数,颗粒浓度和浆液射流速度衰减之间的强烈关系。;当颗粒瞬时释放到水体中时,通常会观察到载有颗粒的射流,但研究起始点的注意力较少颗粒浓度相对较高的充满粒子的射流和射流前沿。发现小颗粒的射流前端速度 u f ,是单个颗粒沉降速度的5倍。 , u f 。喷砂锋面的实验研究表明,归一化的锋面速度与轴向距离之间的相关斜率是⅕。而单相水射流的斜率已知为⅓。长期以来,与起始射流相关的一个有趣的流动特征是涡旋结构的形成。涡流的形成主要归因于喷射剪切层在引入周围时的卷起。利用伽利略分解和涡旋强度技术,对喷沙锋的涡旋结构进行了实验研究。在湍流调制研究中,发现较小的颗粒会更快地衰减湍流,因此开发了较大的颗粒和对数公式来预测固体气体和固液湍流射流的湍流调制;颗粒尺寸对湍流调制的影响通过数值模拟研究了沙粒和泥浆射流的流动,发现水相的湍动能随着粒径的增加而降低。利用质量和动量方程的基本守恒性,研究了颗粒对浆料射流阻力系数变化的分组效应。结果发现,由于粒子倾向于在额叶产生的尾流之后移动,因此粒子浓度会降低粒子云的阻力系数。;本论文的一部分着眼于粒子的物理特性和潜在的动力学特性,以用于设计目的,例如设计喷嘴在给定的粒度范围内,选择最合适的射流速度以及浆料射流的初始砂浓度。为了优化泥浆处置和封盖厚度,进行了实验室实验,以了解泥浆射流的结构和动力学以及随着时间的流逝沙的沉积。研究了纵横比随时间的变化,并引入了幂律相关性来预测土墩尺寸。可以使用建议的模型来估计坡度高达10度的土丘尺寸,平均误差为4.8%。

著录项

  • 作者

    Azimi, Amir Hossein.;

  • 作者单位

    University of Alberta (Canada).;

  • 授予单位 University of Alberta (Canada).;
  • 学科 Engineering Civil.;Water Resource Management.
  • 学位 Ph.D.
  • 年度 2012
  • 页码 231 p.
  • 总页数 231
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 老年病学;
  • 关键词

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