声呐渗流测试技术之质疑

刘建刚; 刘明玮

doi:10.11779/CJGE20230348

声呐渗流测试技术之质疑 English Version

刘建刚^1,,
刘明玮^2, ,

1.
河海大学地球科学与工程学院, 江苏南京 211106
2.
江苏开放大学建筑工程学院, 江苏南京 210036

基金项目:

国家自然科学基金项目 51979078

详细信息

作者简介:
刘建刚(1963—)，男，博士，教授，主要从事水文地质的教学与科研工作。E-mail：Liujg02@163.com

通讯作者:
刘明玮, E-mail：357802955@qq.com

中图分类号: TU411
计量
- 文章访问数: 319
- HTML全文浏览量: 50
- PDF下载量: 112
出版历程
- 收稿日期: 2023-04-20
- 网络出版日期: 2024-03-14
- 刊出日期: 2024-02-29

Question of sonar seepage detection technology

LIU Jiangang^1,,
LIU Mingwei^2, ,

1.
School of Earth Science and Engineering, Hohai University, Nanjing 211106, China
2.
School of Civil Engineering and Architecture, Jiangsu Open University, Nanjing 210036, China

摘要

摘要: 介绍了近年来新出现的用声呐法测试渗流速度和渗流方向这一技术的核心内容，包括测试装置、测试原理和计算方法等。从理论和实践上对其提出了4方面的质疑：测试原理的理论基础、渗流速度计算方法、渗流方向确定和流场畸变。通过理论分析、公式的推导和数据的可靠性分析后认为：声呐测试渗流的原理缺乏理论解释；计算渗流速度的公式反映的只是孔内垂向流速度，实际还是由测量误差产生的伪垂向流速度，且该公式本身就推导不成立；无论垂向流是向上流动或向下流动，探头上部的水声器发射的声波到达下部平面对称分布的6个水声器的时间在理论上是相等的，因而也无法通过合成法求得渗流方向，所提供的渗流方向实际是由指数级时间误差计算得到的伪流向；即声呐法无法获得渗流速度，包括水平向渗流速度和垂直向流动速度，也无法获得水平向渗流方向。
- 声呐 /
- 渗流 /
- 垂向流 /
- 地下水流向 /
- 单孔示踪法 /
- 流场畸变
Abstract: The core content of the new technology of detecting seepage velocity and seepage direction by sonar is introduced, including detection devices, detection principle and calculation method. It is questioned in theory and practice from four aspects: detection principle, seepage velocity calculation method, seepage direction determination and flow field distortion. After analyzing the correctness of the formula and the reliability of the data, it is considered that the principle of the sonar seepage detection lacks theoretical explanation. The formula for calculating the seepage velocity itself is not valid, and the vertical flow velocity in the hole can be obtained by using this formula, which is actually the pseudo vertical flow velocity caused by the measurement error. Regardless of whether the vertical flow is upward or downward, the time it takes for the sound waves emitted by the upper part of the probe to reach the six symmetrically distributed underwater acoustic devices in the lower plane is theoretically equal, and therefore the seepage direction cannot be obtained through the synthesis method. The provided seepage direction is actually a pseudo flow direction calculated by the exponential measurement error. The sonar method cannot obtain the seepage velocity, including horizontal and vertical flow velocities, nor can it obtain the horizontal seepage direction.
- sonar /
- seepage /
- vertical flow /
- groundwater flow direction /
- single-hole tracer method /
- flow field distortion

HTML全文

图 1 钻孔中示踪剂的标注

Figure 1. Labeling of tracers in drilling

下载: 全尺寸图片幻灯片

图 2 A—A水平截面上示踪剂的扩散

Figure 2. Diffusion of tracer on A—A horizontal cross section

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图 3 渗流方向合成

Figure 3. Synthesis of seepage direction

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图 4 声呐渗流测试探头内部结构^[3]

Figure 4. Internal structure of sonar seepage testing probe^[3]

下载: 全尺寸图片幻灯片

图 5 流网

Figure 5. Flow nets

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