Jove
Visualize
联系我们
JoVE
x logofacebook logolinkedin logoyoutube logo
关于 JoVE
概览领导团队博客JoVE 帮助中心
作者
出版流程编辑委员会范围与政策同行评审常见问题投稿
图书馆员
用户评价订阅访问资源图书馆顾问委员会常见问题
研究
JoVE JournalMethods CollectionsJoVE Encyclopedia of Experiments存档
教育
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab Manual教师资源中心教师网站
使用条款与条件
隐私政策
政策

相关概念视频

Design Example: Design of an Irrigation Channel01:27

Design Example: Design of an Irrigation Channel

81
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...
81
Conservation of Mass in Moving, Nondeforming Control Volume01:14

Conservation of Mass in Moving, Nondeforming Control Volume

1.1K
Stormwater detention basins are essential in managing runoff during heavy rainfall, particularly in urban areas where impervious surfaces increase the risk of flooding. Understanding the conservation of mass in these systems allows engineers to optimize basin performance, balancing inflow, outflow, and water storage.
In the context of a detention basin, the conservation of mass states that the total mass of water entering the basin must equal the mass leaving the basin plus any accumulation of...
1.1K
Underflow Gates01:30

Underflow Gates

44
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...
44
Weir: Problem Solving01:26

Weir: Problem Solving

44
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...
44
Design Example: Analyzing Capacity Contours for Flood Risk Assessment01:17

Design Example: Analyzing Capacity Contours for Flood Risk Assessment

41
Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
41
Gradually Varying Flow01:29

Gradually Varying Flow

37
Gradually varying flow (GVF) in open channels describes situations where water depth changes slowly along the channel due to factors like non-uniform bed slope, channel shape variations, or obstructions. This flow type occurs when the depth adjusts gradually to balance gravitational forces, shear forces, and energy requirements, resulting in a low rate of depth change.Characteristics of Gradually Varying FlowGVF is commonly observed in natural streams, rivers, and canals, where flow depth...
37

您也可能阅读

相关文章

通过共同作者、期刊和引用图与本文相关的文章。

排序
Same author

Microbial fuel cell biodetector for in-situ monitoring of clogging in vertical flow treatment wetlands.

Environmental technology·2026
Same author

Regression-based design optimization of French treatment wetlands.

Water science and technology : a journal of the International Association on Water Pollution Research·2025
Same author

Validation of wastewater data using artificial intelligence tools and the evaluation of their performance regarding annotator agreement.

Water science and technology : a journal of the International Association on Water Pollution Research·2023
Same author

An Investigation of the Accuracy of EC5 and 5TE Capacitance Sensors for Soil Moisture Monitoring in Urban Soils-Laboratory and Field Calibration.

Sensors (Basel, Switzerland)·2020
Same author

Bed turbulent kinetic energy boundary conditions for trapping efficiency and spatial distribution of sediments in basins.

Water science and technology : a journal of the International Association on Water Pollution Research·2017
Same author

Separation efficiency of a hydrodynamic separator using a 3D computational fluid dynamics multiscale approach.

Water science and technology : a journal of the International Association on Water Pollution Research·2014

相关实验视频

Updated: Jun 14, 2025

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff
08:49

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff

Published on: May 15, 2017

10.5K

对处理湿地的高效下水道进行尺寸测量.

Ania Morvannou1, Matthieu Dufresne2, Marie-Christine Gromaire3

  • 1Rhône, Eco Bird, 3 route du Dôme, Chaponost 69630, France

Water science and technology : a journal of the International Association on Water Pollution Research
|September 2, 2024
PubMed
概括

处理湿地有效地管理城市排水,但设计指南,特别是下排水系统,需要改进. 一个模拟模型揭示了尺寸不足的下水道,导致处理湿地的流量分布不均.

更多相关视频

Design and Construction of an Urban Runoff Research Facility
13:48

Design and Construction of an Urban Runoff Research Facility

Published on: August 8, 2014

13.0K
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

223

相关实验视频

Last Updated: Jun 14, 2025

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff
08:49

Vegetated Treatment Systems for Removing Contaminants Associated with Surface Water Toxicity in Agriculture and Urban Runoff

Published on: May 15, 2017

10.5K
Design and Construction of an Urban Runoff Research Facility
13:48

Design and Construction of an Urban Runoff Research Facility

Published on: August 8, 2014

13.0K
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

223

科学领域:

  • 环境工程 环境工程
  • 水资源管理 水资源管理
  • 水文学的水文学

背景情况:

  • 处理湿地对于减轻城市排水影响至关重要.
  • 在设计准则上存在缺乏共识,下排水系统效应未得到充分研究.

研究的目的:

  • 开发和应用一个模拟模型来评估处理湿地的下排水系统性能.
  • 评估进入地下排水网络的流量空间异质性.
  • 为优化处理湿地设计提供见解.

主要方法:

  • 开发一个简单的模拟模型来模拟和下水道网络行为.
  • 该模型应用于巴黎地区的处理湿地.
  • 评估流量分布,并确定设计参数,如粗度系数.

主要成果:

  • 模拟模型表明下水道网络的尺寸不足.
  • 规模不足的网络可能导致了不均的透流分布.
  • 该模型被证明是优化有用的,并强调了保守的粗度系数值的重要性.

结论:

  • 地下排水系统的设计对于处理湿地的均流量分布至关重要.
  • 模拟模型是优化下水道网络设计的宝贵工具.
  • 建议为有效的下排水系统设计选择保守的粗度系数.