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相关概念视频

Uniform Depth Channel Flow: Problem Solving01:18

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To calculate the flow rate for a trapezoidal channel, first, identify the bottom width, side slope, and flow depth of the channel. The cross-sectional area (A) corresponding to the depth of flow (y), channel bottom width (B), and side slope (θ) is determined by:Next, calculate the wetted perimeter, which includes the bottom width and the sloped side lengths in contact with the water. Using the values of the cross-sectional area and the wetted perimeter, determine the hydraulic radius by...
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When measuring distances in areas with physical obstructions, such as a lake in a field, surveyors must employ techniques to calculate accurate lengths without direct line measurements. One effective method is the offset technique, which allows for precise distance estimation over inaccessible stretches.In this scenario, a surveyor must measure a side of an area that crosses a lake. Since the measuring tape cannot span the lake, the surveyor begins by establishing a baseline that aligns with...
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Uniform Depth Channel Flow01:27

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Uniform depth channel flow keeps fluid depth consistent along channels such as irrigation canals. In natural channels, such as rivers, approximate uniform flow is often assumed. This condition occurs when the channel’s bottom slope matches the energy slope, balancing potential energy lost from gravity with head loss due to shear stress. This balance prevents depth changes along the channel length, resulting in a steady, uniform flow.Uniform flow in open channels with a constant cross-section...
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During leveling, the Earth's curvature and atmospheric refraction introduce deviations in the line of sight from a true horizontal reference. When the line of sight is leveled, it remains perpendicular to the plumb line only at a single point. Beyond this, it deviates due to the Earth’s curvature, represented by the correction C. For a sight distance D, the deviation can be derived using the relationship:This relationship shows that the deviation increases quadratically with distance.
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Updated: Jul 15, 2025

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移动源深度估计在深海直接到达区域与一个水平线阵列阵列.

Feilong Zhu1, Fenghua Li1, Yanjun Zhang1

  • 1State Key Laboratory of Acoustics, Institute of Acoustics, Chinese Academy of Sciences, Beijing 100190, Chinazhufl@mail.ioa.ac.cn, lfh@mail.ioa.ac.cn, zhangyanjun@mail.ioa.ac.cn, zhangbo@mail.ioa.ac.cn, liwen@mail.ioa.ac.cn, talentwtc@163.com.

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概括
此摘要是机器生成的。

这项研究改进了福里埃积分法,用于使用水平线阵列估计潜水目标深度. 该方法利用直接和表面反射的声音路径之间的干扰模式,在深海实验中得到验证.

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科学领域:

  • 声学 声学 在声学方面
  • 海洋学 海洋学 海洋学
  • 信号处理 信号处理

背景情况:

  • 从线路阵列接收的声音强度受到源移动和干扰的影响.
  • 直接和表面反射路径之间的干扰与目标深度进行调节.

研究的目的:

  • 改进使用水平线阵列进行水下目标深度估计的福里埃积分方法.
  • 为了比较改进的里埃积分方法与匹配的声音强度结构方法.

主要方法:

  • 改进了福里埃积分法 (基于麦卡加和祖克,2013).
  • 匹配的声音强度结构方法 (等人,2020) 进行比较.
  • 通过深海实验进行验证.

主要成果:

  • 改进的福里埃积分法证明了对深度估计的有效性.
  • 对比验证了增强的富里埃积分方法的性能.

结论:

  • 增强的里埃积分法是一种可行的技术,用于水下目标深度估计.
  • 干扰模式分析对于海洋声学中准确的深度定位至关重要.