首页> 外文期刊>Mathematical Problems in Engineering >Evolution Mechanism of Meandering River Downstream Gigantic Hydraulic Project I: Hydrodynamic Models and Verification
【24h】

Evolution Mechanism of Meandering River Downstream Gigantic Hydraulic Project I: Hydrodynamic Models and Verification

机译:蜿蜒河下游大型水利枢纽工程的演化机理:水动力模型与验证

获取原文
获取原文并翻译 | 示例
       

摘要

The evolutionmechanismofmeandering river is one of essential references to predict the evolution disciplines of meandering river. Jingjiang curved reaches are the typical meandering river; more specifically, they are located downstream the gigantic hydraulic project named Three Gorge Project (TGP). Because the incoming water and sediment condition have been changed by the gigantic project, the evolution behavior of Jingjiang curved reaches changes a lot, making the evolution behavior unpredictable. However, traditional two-dimensional (2D) hydrodynamic model could not simulate the transportation characteristics of unbalanced and suspended sediment, leading the predict results of 2D model are far from the measured data. This paper presents a theoretical and numerical approach that explores the evolution mechanism of meandering river downstream gigantic hydraulic project. Firstly, the evolution behavior and evolution disciplines of Jingjiang curved reaches were classified before and after the hydraulic project implement respectively. Secondly, a 2D hydrodynamic model was set up and verified according to the measured data. And then a superior three-dimensional (3D) numerical model, whose boundary conditions were simulated by the results of the 2D numerical model, considering the unbalanced water and sediment transportation properties, was developed and verified by the measured data. Research results show that the 2D model displayed a reasonable accuracy in predicting the water level, branch diversion ratio, and flow velocity; the 3D model displayed a better accuracy in predicting the water lever, vertical flow velocity, longitudinal flow velocity, sediment concentration, and sediment variable quantity. Both 2D and 3D models could be applied to study the evolution mechanism of meandering river; especially the proposed 3D model considering the sediment transport in longitudinal, transverse, and vertical directions will improve the accuracy of behavior prediction and will help decision-making for the river regulation.
机译:蜿蜒河的演变机理是预测蜿蜒河的演变规律的重要依据之一。靖江弯曲河段是典型的蜿蜒河。更具体地说,它们位于名为三峡工程(TGP)的​​巨大水力工程的下游。由于巨大的工程改变了进水和泥沙条件,因此靖江弯道的演化行为发生了很大的变化,使得演化行为难以预测。然而,传统的二维(2D)水动力模型不能模拟不平衡和悬浮泥沙的输运特性,导致二维模型的预测结果与实测数据相去甚远。本文提出了一种理论和数值方法,探讨了蜿蜒河下游巨型水利工程的演变机理。首先,对水利枢纽工程实施前后靖江弯道的演化行为和演化规律进行了分类。其次,建立了二维水动力模型,并根据实测数据进行了验证。然后开发并考虑了水和沉积物的不平衡特性,并利用二维数值模型的结果模拟了边界条件,从而建立了一个优越的三维(3D)数值模型,并通过实测数据进行了验证。研究结果表明,二维模型在预测水位,分流比和流速方面显示出合理的精度。 3D模型在预测水位,垂直流速,纵向流速,沉积物浓度和沉积物可变量方面显示出更高的准确性。 2D模型和3D模型都可以用于研究蜿蜒河道的演化机制。特别是考虑到纵向,横向和垂直方向上的泥沙运移的拟议3D模型,将提高行为预测的准确性,并有助于河流调节的决策。

著录项

  • 来源
    《Mathematical Problems in Engineering》 |2018年第15期|5980609.1-5980609.21|共21页
  • 作者单位

    Changjiang Waterway Inst Planning Design & Res Wuhan 430040 Hubei Peoples R China;

    Wuhan Inst Technol Sch Civil Engn & Architecture Wuhan 430073 Hubei Peoples R China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-18 04:50:03

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号