相关实验视频
Updated: Jul 5, 2025

12:44
Watershed Planning within a Quantitative Scenario Analysis Framework
Published on: July 24, 2016
8.0K
关键中型灌区节水改造实施效果评估的指数系统:一个案例研究
Mingliang Jiang1, Chengcai Zhang1
1School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou, Henan, China.
PloS one
|January 23, 2024
概括
中国中国中国中国.
科学领域:
- 农业工程 农业工程
- 水资源管理 水资源管理
- 环境科学 环境科学
背景情况:
- 灌区对于中国的农业产出至关重要.
- 在中国的灌区实施了许多节水改造项目.
- 需要对这些项目的有效性进行系统评估.
研究的目的:
- 开发和应用一个全面的评价方法,以节水改造在灌区.
- 评估这些装修工程在中国东南部的实施效果.
主要方法:
- 开发了一个四维索引系统 (初步工作,施工任务,投资,管理).
- 通过对问卷调查的统计分析确定了14个关键指标.
- 使用百分比和专家评估方法来评分指标并制定评估方法.
- 评估了中国东南部的十个灌区.
主要成果:
- 开发的评估方法被证明是合理和实用的.
- 该研究发现,在评估的灌区,节水改造的实施效果相对较高.
- 评估结果与地区的实际情况保持一致.
结论:
- 该研究为评估灌区节水改造提供了科学依据.
- 结果为指导中国节水改造现代化提供了切实可行的见解.
- 建立的索引系统和评估方法对于评估项目成果是有效的.
相关概念视频
Design Example: Design of an Irrigation Channel
98
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...
98
Design Example: Designing a Residential Plumbing System
686
The design of residential plumbing systems requires carefully evaluating water demand, flow rates, and pressure dynamics to ensure both efficiency and reliability. The nature of water flow within pipes is defined by its Reynolds number, which classifies flow as either laminar (smooth) or turbulent.
686
Design Example: Analyzing Capacity Contours for Flood Risk Assessment
47
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...
47
Single Pipe Systems
143
In pipe flow analysis, problems are typically categorized into three types — Type I, Type II, and Type III — based on the known parameters and the desired outcome. Each type of problem addresses specific engineering requirements using fluid properties, pipe characteristics, and operational conditions.
In a Type I problem, fluid properties (density and viscosity), pipe characteristics (including diameter, length, and surface roughness), and the flow rate or average velocity are...
In a Type I problem, fluid properties (density and viscosity), pipe characteristics (including diameter, length, and surface roughness), and the flow rate or average velocity are...
143
Gradually Varying Flow
51
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...
51
Weir: Problem Solving
51
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...
51

