河底撕裂冲刷(RBTS)现象的定义和特征:黄河中游案例研究

IF 3.5 2区 环境科学与生态学 Q2 ENVIRONMENTAL SCIENCES
Enhui Jiang , Junhua Li , Yongtao Cao , Yanhui Liu , Yuanjian Wang , Qiang Wan , Li Pan
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引用次数: 0

摘要

天然河流中的河底撕裂冲刷(RBTS)是指细粘性泥沙在河床中沉积和固结后形成的粘土块的初始运动和迁移过程。RBTS 现象可导致严重的河道侵蚀和河道平面形态变化,因此引起了水文学家和工程师的关注。在本研究中,根据粘土块临界初速度的理论表达式 K=α2(CL+2λ22),推导出了发生 RBTS 事件的新判定指标 (K),该指标是速度系数(即 α 是局部速度系数)、升力(即 CL 是升力系数)和粘土块大小(即 λ2 是粘土块厚度与长度之比)的组合。此外,为了解释 RBTS 事件期间的河流行为,黄河中游(MYR)的府谷、小北干流和渭河河段被选为研究区域。对研究河段 1950 年至 2023 年水文数据的分析表明,单一的排水量或泥沙阈值无法预测 RBTS 的发生。在 RBTS 事件期间,还计算了所研究河段的断面侵蚀和沉积量(CEDV)以及河道干流的迁移强度(MI)。结果表明,RBTS 通常会从研究河段的最上游造成严重的河道侵蚀,CEDV 值从 61 到 6034 平方米不等,而 RBTS 事件期间的 MI 值接近研究河段的多年平均值。最后,通过模拟 RBTS 的水槽实验来讨论和验证 K 的临界值。实地调查和实验结果表明,如果 K > 0.5,则会发生 RBTS,从而为预测和预防 RBTS 提供了理论支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Defining and characterizing the phenomenon of river-bottom tearing scour (RBTS): A case study of the Middle Yellow River
River-bottom tearing scour (RBTS) in natural rivers refers to the incipient motion and transport processes of clay blocks formed by fine cohesive sediment after deposition and consolidation in riverbeds. The RBTS phenomenon can lead to significant channel erosion and changes in river planview morphology, and has, thus, attracted the attention of hydrologists and engineers. In the study, a new determination measure (K) for the occurrence of a RBTS event is derived based on the theoretical expression for the critical incipient velocity of the clay block, K=α2(CL+2λ22), which is a combination of the coefficients of the velocity (i.e., α is a local velocity coefficient), lift force (i.e., CL is the lift coefficient), and clay block size (i.e., λ2 is the ratio of block thickness to length). Furthermore, to explain river behavior during a RBTS event, the Fugu, Xiaobeiganliu, and Weihe river reaches in the Middle Yellow River (MYR) were selected as study areas. Analysis of hydrological data from 1950 to 2023 in the examined reaches implies that a single discharge or sediment threshold cannot predict the occurrence of RBTS. The cross-sectional erosion and deposition volume (CEDV) and the migration intensity of the channel thalweg (MI) also were calculated at the section and reach scales for the examined reaches during the RBTS events. It was observed that RBTS typically causes significant channel erosion originating from the most upstream portion of the study reach with CEDV values ranging from 61 to 6034 m2, while MI values during the RBTS events were close to the multi-year average for the study reach. Finally, a flume experiment simulating RBTS was done to discuss and verify the threshold value of K. Field survey and experimental results indicated that RBTS occurs if K > 0.5, thus, providing theoretical support for the prediction and prevention of RBTS.
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来源期刊
International Journal of Sediment Research
International Journal of Sediment Research 环境科学-环境科学
CiteScore
6.90
自引率
5.60%
发文量
88
审稿时长
74 days
期刊介绍: International Journal of Sediment Research, the Official Journal of The International Research and Training Center on Erosion and Sedimentation and The World Association for Sedimentation and Erosion Research, publishes scientific and technical papers on all aspects of erosion and sedimentation interpreted in its widest sense. The subject matter is to include not only the mechanics of sediment transport and fluvial processes, but also what is related to geography, geomorphology, soil erosion, watershed management, sedimentology, environmental and ecological impacts of sedimentation, social and economical effects of sedimentation and its assessment, etc. Special attention is paid to engineering problems related to sedimentation and erosion.
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