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相关概念视频

Weir: Problem Solving01:26

Weir: Problem Solving

106
Water flow in open channels is often measured using hydraulic structures such as weirs, which allow precise calculation of discharge. In a rectangular channel, flow rates are measured using three types of weirs: rectangular sharp-crested, triangular sharp-crested, and broad-crested. The weir head is set at a fixed height above the channel bottom, simplifying calculations and enabling the relationship between depth and flow rate to be analyzed.For the rectangular sharp-crested weir, the flow...
106
Design Example: Creating a Hydraulic Model of a Dam Spillway01:21

Design Example: Creating a Hydraulic Model of a Dam Spillway

298
Scaled hydraulic models of dam spillways provide a practical way to replicate and study the intricate flow dynamics of these structures. Often built to a 1:15 ratio, these models allow for observing critical water behavior, such as velocity distribution, flow patterns, and energy dissipation.
298
Weir01:24

Weir

124
A weir is a hydraulic structure designed to partially obstruct an open channel, enabling precise control and measurement of water flow. By forcing water to flow over or through it, a weir allows for accurate determination of discharge rates, making it an essential tool in water resource management. These structures are extensively used in regulating river flows, irrigation systems, and flood control channels.Types of Weirs and Their FeaturesWeirs are categorized primarily into sharp-crested and...
124
Underflow Gates01:30

Underflow Gates

101
Underflow gates are vital for controlling water flow in irrigation canals. The three main types of underflow gates — vertical, radial, and drum gates — serve different purposes while ensuring effective flow management. Vertical gates move up and down, generating a free-flowing water jet; radial gates pivot to regulate the flow; and drum gates rotate for precise adjustments. The flow through these gates is influenced by downstream conditions, resulting in free or drowned outflow.Free and...
101
Design Example: Design of an Irrigation Channel01:27

Design Example: Design of an Irrigation Channel

219
Trapezoidal channels are widely used in irrigation systems due to their cost-effectiveness and efficiency in conveying water. Trapezoidal channels feature a flat bottom and sloping sides, making them stable and easier to construct compared to other shapes. The bottom width and side slope ratio are determined based on the required flow capacity and site conditions. The side slope is kept gentle for unlined channels to prevent soil erosion.Hydraulic parameters in channel design include the flow...
219
Typical Model Studies01:30

Typical Model Studies

441
Fluid mechanics model studies often utilize scaled-down systems to predict fluid behavior in full-scale environments, such as river flows, dam spillways, and structures interacting with open surfaces. Maintaining Froude number similarity in river models is crucial, as it replicates surface flow features like wave patterns and velocities.
441

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相关实验视频

Updated: Sep 11, 2025

Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
07:15

Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure

Published on: April 25, 2025

531

对于钢琴键杆的修改后放电容量计算方法.

Zhiqi Cheng1,2, QianKe Xu3,4,2, Xiaolong He5

  • 1School of Environmental Science and Engineering, Southwest Jiaotong University, Chengdu 610065, China.

Water science and technology : a journal of the International Association on Water Pollution Research
|August 14, 2025
PubMed
概括

估计钢琴键 (PKWs) 的排放能力是复杂的. 本研究引入了修改后的方程,提高了PKW液压设计和工程应用的准确性.

关键词:
维度分析是指进行维度分析.排放能力的排放能力.修改后的放电方程式.钢琴钥匙套装器 钢琴钥匙套装器理论分析是理论分析.

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Last Updated: Sep 11, 2025

Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
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科学领域:

  • 水力学和流体力学 流体力学
  • 土木工程 土木工程是指土木工程.
  • 水资源管理 水资源管理

背景情况:

  • 钢琴键 (PKW) 具有复杂的液压行为和众多的几何参数.
  • 准确估计PKW排放能力是具有挑战性的,通常需要广泛的实验或计算分析.

研究的目的:

  • 为了比较和分析PKWs现有的排放方程.
  • 开发关键几何参数 (堤高度P,宽度W,峰长L) 和排放能力之间的新关系.
  • 建议修改PKWs的理论放电方程.

主要方法:

  • 使用维度分析来导出修改后的理论放电方程.
  • 提出的方程与现有的实验数据和原型观测结果进行了验证.
  • 分析关键参数,包括堤防高度 (P),宽度 (W) 和有效峰长 (L).

主要成果:

  • 修改后的放电方程与实验和原型数据有很好的一致性.
  • 对于 0.1 到 1.5 的相对水头 (H/P) 范围,平均绝对百分比误差小于 8%.
  • 新方程式准确地描述了PKW几何参数对放电容量的影响.

结论:

  • 拟议的修改排放方法为估计PKW排放能力提供了一个非常准确和简单的方法.
  • 这种方法提高了涉及PKW的工程设计的实际适用性.
  • 它可以更精确地了解几何因素如何影响PKW液压性能.