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Stochastic particle tracking modeling for sediment transport in open channel flows.

机译:用于明渠流中泥沙输送的随机粒子跟踪模型。

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摘要

Sediment transport in flow has a practical impact on environmental and economic aspects of human society, for instance, water quality, hydraulic structures and land resources. A systematic understanding of the sediment transport processes is of critical significance to establish proper water resources and sediment management plans. Both random properties of flows and varying properties of sediment particles can induce stochastic nature of sediment particle movement in the flows. Thus, stochastic approaches or analyses are beneficial to analyzing the variability associated with the movement of sediment particles. In this context, the focus of this study is to model various features of sediment transport in open channel flow with stochastic approaches. The scope of the study includes the following main issues: the movement of sediment particles in turbulent open channel flows in the occurrences of extreme flows, the deposition and resuspension processes of sediment particles, sediment concentrations and its uncertainty, and various modeling framework of stochastic particle tracking models.;Turbulence in a flow is a primary source of stochastic property of particle movement in the flow. Furthermore, extreme flows that might occur occasionally in a random manner reinforce the randomness of the movement of sediment particles in the flow. The volatile flow velocity of extreme flows will not only affect the mean trend of particle movement but also intensify the uncertainty of particle movement. Specifically, since extreme flow events randomly occur per se, the random manner of the occurrences generates the stochastic property that affects the movement of sediment particles. Thus, it is effective to employ stochastic approaches for describing sediment transport processes associated with uncertainty. Herein, both a 'stochastic diffusion process' and a 'stochastic jump diffusion process' are introduced to describe stochastic particle movement in open channel flows. The 'stochastic jump diffusion process' represents the particle movement in response to extreme flow events that randomly occur in a turbulent open channel flow, whereas the 'stochastic diffusion process' characterizes the particle movement in a turbulent open channel flow. As a result, both the stochastic diffusion particle tracking model (SD-PTM) and the stochastic jump diffusion particle tracking model (SJD-PTM) can present particle trajectories, and roughly estimated instantaneous velocities. The ensemble statistics of the particle trajectories and velocities radically contain information on the stochastic characteristics of sediment particle movement. The SD-PTM and SJD-PTM to estimate particle trajectory and velocity is verified with data of Sumer and Oguz (1978), Muste and Patel (1997), Cuthberson and Ervine (2007) and Muste et al. (2009).;The sediment concentration and sediment flux are highly-sought, practical variables in that the existence and amount of suspended sediments in surface waters have a direct influence on water quality and its suitability for drinking and industrial purposes. Especially, the estimation of sediment concentrations demonstrates the transporting process of suspended sediment through its spatial and temporal distributions. The sediment concentrations play a significant role as a pragmatic indicator in the decision making process. Thus, the previous-stated particle-based stochastic approach for sediment transport is enhanced to predict the suspended sediment concentration, and to quantify the uncertainty of the sediment concentrations. The method also allows for particle entrainment into flows and particle settlement on the bed as main processes in open channel flows. Through multiple realizations of the particle movement with stochastic properties, the SD-PTM shows not only sediment concentrations at a specific location and time but also uncertainty for the estimated sediment concentrations. The proposed method, in this context, is a more straightforward method to evaluate uncertainty due to stochastic properties in the particle movement and a unique way to present the uncertainty of sediment concentrations. The proposed stochastic particle tracking model for sediment concentrations is verified with data of Coleman (1986).;The final goal of this study is to pursue further investigation into two different types of stochastic particle tracking approaches describing sediment particle movement associated with randomness. The different types of approaches are classified into the 'univariate' and the 'multivariate' stochastic particle tracking models according to the selection of key stochastic variables that describe the randomness of natural phenomena. In the 'univariate' stochastic particle tracking model, one state vector (e.g., particle position) is regarded as a targeted variable. The above proposed models can be thought of as the 'univariate' stochastic particle tracking model. In the 'multivariate' stochastic particle tracking model, the sediment particle velocity and position are joint Markovian state variables, since the flow velocity evolves in time according to a generalized stochastic differential equation. Model comparisons are performed and both models are verified with data of Sumer and Oguz (1978).
机译:流动中的泥沙输送对人类社会的环境和经济方面产生实际影响,例如水质,水力结构和土地资源。对沉积物输送过程的系统理解对于建立适当的水资源和沉积物管理计划至关重要。流量的随机特性和沉积物粒子的变化特性都可以诱发流量中沉积物粒子运动的随机性。因此,随机方法或分析有利于分析与沉积物颗粒运动有关的变化性。在这种情况下,本研究的重点是采用随机方法对明渠流中泥沙输运的各种特征进行建模。研究范围包括以下主要问题:在极端水流中湍流明渠中泥沙颗粒的运动,泥沙颗粒的沉积和再悬浮过程,泥沙浓度及其不确定性以及随机颗粒的各种建模框架跟踪模型。;流中的湍流是流中粒子运动的随机性的主要来源。此外,偶尔可能以随机方式发生的极端水流增强了水流中沉积物颗粒运动的随机性。极端流动的挥发性流速不仅会影响粒子运动的平均趋势,还会加剧粒子运动的不确定性。具体地,由于极端流动事件本身是随机发生的,因此随机发生的事件会产生影响沉积物颗粒运动的随机性。因此,采用随机方法描述与不确定性有关的泥沙输送过程是有效的。在此,介绍了“随机扩散过程”和“随机跳跃扩散过程”,以描述明渠流中的随机粒子运动。 “随机跳跃扩散过程”表示颗粒运动对湍流明渠流中随机发生的极端流动事件的响应,而“随机扩散过程”表征颗粒在湍流明渠流中的运动。结果,随机扩散粒子跟踪模型(SD-PTM)和随机跳跃扩散粒子跟踪模型(SJD-PTM)都可以显示粒子轨迹和大致估计的瞬时速度。颗粒轨迹和速度的整体统计从根本上包含有关沉积物颗粒运动的随机特性的信息。用Sumer和Oguz(1978),Muste和Patel(1997),Cuthberson和Ervine(2007)以及Muste等人的数据验证了估计粒子轨迹和速度的SD-PTM和SJD-PTM。 (2009)。沉积物浓度和沉积物通量是高度追求的实际变量,因为地表水中悬浮沉积物的存在和数量直接影响水质及其对饮用水和工业用途的适应性。特别是,对沉积物浓度的估算通过其时空分布说明了悬浮沉积物的运输过程。沉积物浓度在决策过程中作为实用指标发挥着重要作用。因此,增强了先前提出的基于粒子的随机方法进行泥沙输送,以预测悬浮的泥沙浓度,并量化泥沙浓度的不确定性。该方法还允许颗粒夹带进入流中,并作为明渠流中的主要过程将颗粒沉降在床上。通过对具有随机性质的粒子运动的多种认识,SD-PTM不仅显示了特定位置和时间的沉积物浓度,而且还显示了估算沉积物浓度的不确定性。在这种情况下,所提出的方法是一种更直接的方法来评估由于颗粒运动中的随机特性而引起的不确定性,并且是表示沉积物浓度不确定性的独特方法。拟议的沉积物浓度随机颗粒追踪模型已通过Coleman(1986)的数据进行了验证。这项研究的最终目标是进一步研究描述与随机性相关的沉积物颗粒运动的两种不同类型的随机颗粒追踪方法。根据对描述自然现象随机性的关键随机变量的选择,将不同类型的方法分为“单变量”和“多变量”随机粒子跟踪模型。在“单变量”随机粒子跟踪模型中,一个状态向量(例如,粒子位置)被视为目标变量。可以将以上提出的模型视为“单变量”随机粒子跟踪模型。在“多变量”随机粒子跟踪模型中,沉积物的速度和位置是联合马尔可夫状态变量,因为流速根据广义随机微分方程及时变化。进行模型比较,并用Sumer和Oguz(1978)的数据验证两个模型。

著录项

  • 作者

    Oh, Jungsun.;

  • 作者单位

    State University of New York at Buffalo.;

  • 授予单位 State University of New York at Buffalo.;
  • 学科 Engineering Civil.;Water Resource Management.;Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2011
  • 页码 182 p.
  • 总页数 182
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:44:50

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