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A prediction of meander migration based on large-scale flume tests in clay.

机译:基于粘土中大规模水槽试验的河曲迁移预测。

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摘要

Meander migration is a complex and dynamic process of the lateral movement of a river due to erosion on one bank and deposition on the opposite bank. As a result, the channel migrates in a lateral direction, which might be a major concern for the safety of bridges during their life span of 75 years. Although there are several existing models for predicting meander migration of a river, none of them are based on the physical model tests on a specific type of soil.;A total of eight flume tests are conducted to develop a prediction equation of meander migration in clay. The test results of migration rate follow a hyperbolic function, and spatial distribution of the maximum migration distance is fitted with the Pearson IV function. The proposed equations of the initial migration rate and the maximum migration distance, obtained by a multiple regression technique, are validated with the laboratory data.;A new methodology for risk analysis is developed to process a number of predicted channel locations based on each future hydrograph generated in such a way that all the hydrographs have the same probability of occurrence. As the output from risk analysis, a CDF map is created for a whole river representing a general trend of migration movement along with the probability associated with new location of the river. In addition, a separate screen is generated with a CDF plot for a given bridge direction so that bridge engineers can read a specific migration distance along the bridge corresponding to the target risk level (e.g. 1%).;The newly developed components through this research are incorporated with the other components in the MEANDER program which is a stand-alone program and the final outcome of the research team. Verification study of the MEANDER program is conducted with full-scale field data at the Brazos River at SH 105, Texas. The prediction results matched quite well with the measured field data. However, a more extensive verification study for other sites is highly recommended.
机译:曲折迁移是河流的横向运动的复杂而动态的过程,这是由于一条河岸的侵蚀和另一岸河岸的沉积所致。结果,通道在横向方向上迁移,这可能是桥梁在其75年使用寿命中的安全性的主要关注点。尽管目前有几种预测河流曲折迁移的模型,但它们都不是基于对特定类型土壤的物理模型测试。;总共进行了八次水槽测试以建立黏土曲折迁移的预测方程式。迁移率的测试结果遵循双曲线函数,最大迁移距离的空间分布与Pearson IV函数拟合。通过实验室数据验证了通过多元回归技术获得的初始迁移率和最大迁移距离的方程式。;开发了一种新的风险分析方法,可基于每个未来水文图处理许多预测河道位置以所有水位图具有相同发生概率的方式生成。作为风险分析的输出,将为整个河流创建CDF图,该图代表迁移运动的总体趋势以及与河流新位置相关的概率。另外,针对给定的桥梁方向,使用CDF图生成一个单独的屏幕,以便桥梁工程师可以读取沿桥梁的特定迁移距离,该距离对应于目标风险水平(例如1%)。与MEANDER程序中的其他组件结合在一起,该程序是一个独立程序,也是研究团队的最终成果。 MEANDER计划的验证研究是在得克萨斯州SH 105的布拉索斯河上使用完整的现场数据进行的。预测结果与实测数据非常吻合。但是,强烈建议对其他站点进行更广泛的验证研究。

著录项

  • 作者

    Park, Namgyu.;

  • 作者单位

    Texas A&M University.;

  • 授予单位 Texas A&M University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2007
  • 页码 221 p.
  • 总页数 221
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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