首页> 外文期刊>Journal of Hydraulic Engineering >Discussion of 'Field Measurements and Simulation of Bridge Scour Depth Variations during Floods' by J.-Y. Lu, J.-H.Hong, C.-C. Su, C.-Y. Wang, and J.-S. Lai
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Discussion of 'Field Measurements and Simulation of Bridge Scour Depth Variations during Floods' by J.-Y. Lu, J.-H.Hong, C.-C. Su, C.-Y. Wang, and J.-S. Lai

机译:J.-Y对“洪水期间桥梁冲刷深度变化的现场测量和模拟”的讨论。陆建宏Su,C.-Y.王和J.-S.来i

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摘要

The discusser found the authors' paper to be an interesting contribution because of its significant focus on the acquisition of field data in support of both local and general scour measurements. Such data are invariably difficult to obtain, and to date little work has been done in this regard. In the context of local scour at a bridge pier, it is well recognized that measurements made after the fact are almost assuredly underestimates in the case of rivers that have experienced live-bed scour, which is likely the situation in the case of a sand bed river. Thus, the authors' work in using two approaches for ascertaining the maximum total depth of scour at a pier is of considerable interest and practical value.
机译:讨论者发现作者的论文是一个有趣的贡献,因为它着重于获取现场数据以支持局部和一般冲刷测量。这样的数据总是很难获得,迄今为止在这方面几乎没有做任何工作。在桥墩局部冲刷的情况下,众所周知,在经历活床冲刷的河流中,事后进行的测量几乎可以肯定被低估了,这可能是在沙床的情况下河。因此,作者在使用两种方法来确定码头最大冲刷总深度方面的工作具有极大的兴趣和实用价值。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2009年第11期|1018|共1页
  • 作者

    J. A. Kells;

  • 作者单位

    Dept. of Civil and Geological Engineering, Univ. of Saskatchewan, 57 Campus Drive, Saskatoon,SK S7N 5A9 Canada;

  • 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

  • 入库时间 2022-08-18 00:21:59

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