...
首页> 外文期刊>Coastal engineering >Impact of dredging and dumping on the stability of ebb-flood channel systems
【24h】

Impact of dredging and dumping on the stability of ebb-flood channel systems

机译:疏and和倾倒对潮汐通道系统稳定性的影响

获取原文
获取原文并翻译 | 示例
           

摘要

The impact of dredging and dumping on the morphologic stability of the tidal channels is investigated using morphologic field observations for the Westerschelde estuary dating back to 1955. The results are used to verify the theoretical concept presented by Wang and Winterwerp (2001). This concept states that a critical threshold for the amount of sediment dumping exists above which a channel system in equilibrium may become unstable and degenerate. The value of this threshold amounts to 5-10% of the total sediment transport capacity. Verification of this concept using field observations is not straightforward as the morphology of tidal channel often changes as a result of both natural processes and human interferences, i.e. the channels are not in equilibrium. In addition, the morphological timescales associated with channel degeneration are large (decades to centuries). Verification of the theory thus requires a careful analysis of abundant morphological data and numerical modeling of sediment transports. The results of such analyses presented in this study confirm the existence and the approximate magnitude of the critical level for dumping that follows from theory. Refined guidelines are derived to use the theoretical concept as an engineering tool for the evaluation and design of strategies for dumping in estuarine multi-channel systems. In the absence of the required morphological data the indicative theoretical level of 5-10% can be used to obtain a first estimate of the dump capacity in two-channel systems.
机译:利用1955年以来的Westerschelde河口的形态学实地观察,研究了挖泥和倾倒对潮汐河道的形态稳定性的影响。该结果用于验证Wang和Winterwerp(2001)提出的理论概念。该概念指出,存在沉积物倾泻量的临界阈值,在该阈值之上,处于平衡状态的通道系统可能变得不稳定和退化。该阈值的值等于沉积物总输运能力的5-10%。使用野外观测来验证该概念并不容易,因为潮汐河道的形态经常由于自然过程和人为干扰而改变,即,河道不平衡。另外,与通道变性相关的形态学时标很大(数十到几个世纪)。因此,对该理论的验证需要仔细分析大量的形态学数据和沉积物迁移的数值模型。这项研究中提出的分析结果证实了理论上的倾销临界水平的存在和近似大小。得出了完善的指南,以将理论概念用作工程学工具,用于评估和设计河口多渠道系统中的倾倒策略。在缺少所需形态学数据的情况下,可以使用5-10%的指示性理论水平来获得对两通道系统中倾卸能力的初步估计。

著录项

  • 来源
    《Coastal engineering》 |2010年第6期|p.553-566|共14页
  • 作者

    M.C.J.L. Jeuken; Z.B. Wang;

  • 作者单位

    Deltares, Marine and Coastal Systems, P.O. Box 177, 2600 MH Delft, The Netherlands;

    Deltares, Marine and Coastal Systems, P.O. Box 177, 2600 MH Delft, The Netherlands Delft University of Technology, Faculty of Civil Engineering and Ceosciences, The Netherlands;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    estuaries; tidal channels; dredging; dumping; westerschelde; observations;

    机译:河口潮汐通道疏;倾销韦斯特舍尔德观察;

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