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

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

Design Example: Analyzing Capacity Contours for Flood Risk Assessment

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...
Rapidly Varying Flow01:24

Rapidly Varying Flow

Rapidly varying flow (RVF) in open channels is characterized by abrupt changes in flow depth over a short distance, with the rate of depth change relative to distance often approaching unity. These flows are inherently complex due to their transient and multi-dimensional nature, making exact analysis difficult. However, approximate solutions using simplified models provide valuable insights into their behavior.Key Features of Rapidly Varying FlowRVF is commonly observed in scenarios involving...
Uniform Depth Channel Flow: Problem Solving01:18

Uniform Depth Channel Flow: Problem Solving

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...
Energy Considerations in Open Channel Flow01:27

Energy Considerations in Open Channel Flow

Open channel flow, where a fluid flows with a free surface exposed to the atmosphere, is primarily governed by gravitational and surface effects, distinguishing it from closed conduit or pipe flow. In open channels such as rivers, canals, and artificial channels, energy analysis provides valuable insights into flow behavior and the relationship between depth, velocity, and slope.Specific Energy and Flow DepthIn open channel flow, the specific energy, E, combines the gravitational potential...
Gradually Varying Flow01:29

Gradually Varying Flow

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...

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

Development and characterization of a monoclonal antibody specific for Listeria monocytogenes and Listeria innocua.

Infection and immunity·1991
Same author

Non-toxigenic Corynebacterium diphtheriae in a boarding school.

Lancet (London, England)·1975
Same author

Derbyshire Neck. Thyroid abnormalities in the Derbyshire Peak district.

Lancet (London, England)·1966
查看所有相关文章

相关实验视频

Updated: Jul 12, 2026

Measurement of Ion Concentration in the Unstirred Boundary Layer with Open Patch-Clamp Pipette: Implications in Control of Ion Channels by Fluid Flow
05:42

Measurement of Ion Concentration in the Unstirred Boundary Layer with Open Patch-Clamp Pipette: Implications in Control of Ion Channels by Fluid Flow

Published on: January 7, 2019

道化:一个案例研究.

J W Emerson

    Science (New York, N.Y.)
    |July 23, 1971
    PubMed
    概括

    黑水河的道化增加了侵蚀,扩大了道,导致农田损失和桥梁损坏. 下游疏减少导致沉积和洪水增加.

    科学领域:

    • 环境科学 环境科学
    • 河流的地质形态学
    • 水文学的水文学

    背景情况:

    • 河流道化项目可能会产生长期的地形学影响.
    • 密苏里州约翰逊县的黑水河在60年前经过了道化.

    研究的目的:

    • 评估黑水河道化对地缘形态和水文的影响.
    • 了解改变河流动态对周围环境和基础设施的影响.

    主要方法:

    • 分析历史频道变化.
    • 评估河流的坡度和侵蚀速度.
    • 对下游沉积和洪水模式的评估.

    主要成果:

    • 道化几乎使河流的坡度翻了一番,大大增加了侵蚀率.
    • 河道在道化后扩大和深化,导致农田损失,需要修复桥梁.
    • 下游疏的停止导致道容量减少,导致沉积,加剧洪水事件.

    结论:

    • 河流道化导致了有害和持久的地形学变化.
    • 改变河流动态对基础设施和农业用地构成风险.
    • 河流疏和容量的管理对于缓解沉积和洪水至关重要.

    更多相关视频

    Watershed Planning within a Quantitative Scenario Analysis Framework
    12:44

    Watershed Planning within a Quantitative Scenario Analysis Framework

    Published on: July 24, 2016

    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

    相关实验视频

    Last Updated: Jul 12, 2026

    Measurement of Ion Concentration in the Unstirred Boundary Layer with Open Patch-Clamp Pipette: Implications in Control of Ion Channels by Fluid Flow
    05:42

    Measurement of Ion Concentration in the Unstirred Boundary Layer with Open Patch-Clamp Pipette: Implications in Control of Ion Channels by Fluid Flow

    Published on: January 7, 2019

    Watershed Planning within a Quantitative Scenario Analysis Framework
    12:44

    Watershed Planning within a Quantitative Scenario Analysis Framework

    Published on: July 24, 2016

    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