相关实验视频
Updated: Jan 10, 2026

08:45
Glass-Based Devices to Generate Drops and Emulsions
Published on: April 5, 2022
3.1K
通过低压滴灌发射器的1维模型实现低能耗滴灌
Aditya Ghodgaonkar1, Julia Sokol2,3, Susan Amrose2
1Department of Mechanical Engineering, Massachusetts Institute of Technology, 77 Massachusetts Avenue, Cambridge, Massachusetts, 02139, U.S.A.. adighod@mit.edu.
Scientific reports
|November 20, 2025
概括
一个新的1D模型加速了用于低能耗滴灌 (LE-DI) 的低压发射器 (LPEs) 的设计. 这项创新可以将农场的能源消耗降低高达23%,使节水农业更容易获得.
科学领域:
- 农业工程 农业工程
- 流体动力学 流体动力学
- 可持续农业 可持续农业
背景情况:
- 低能耗滴灌 (LE-DI) 在发展中市场提供了节水的农业集约化.
- 由于缺乏低压发射器 (LPEs) 的设计理论,LE-DI的实现受到阻碍.
- 目前的LPE设计依赖于缓慢,昂贵的模拟和试错方法.
研究的目的:
- 为了得出一个快速而准确的发射器物理的1维模型.
- 使用该模型来设计具有降低激活压力的LPE.
- 评估在目标市场中LPE的潜在能源节约.
主要方法:
- 开发了一种新的发射器物理的1维模型.
- 使用该模型来设计LPEs.
- 在约旦河谷对农民进行了采访,以估计节能.
主要成果:
- 1D模型在2-3分钟内提供了准确的发射器物理,比传统工具的速度有了显著的改进.
- 与传统发射器相比,设计的LPEs的激活压力比传统发射器低50-60%.
- 通过使用新的LPEs,农场能源消耗的潜在减少估计为18-23% .
结论:
- 一维发射器模型是LPEs的可行的早期设计工具.
- 这一进步可以提高发展中国家LE-DI的可负担性和可持续性.
- 开发的LPE显示出在农业灌中显著节约能源的前景.
相关概念视频
Design Example: Creating a Hydraulic Model of a Dam Spillway
647
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.
647
Design Example: Design of an Irrigation Channel
745
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...
745
Single Pipe Systems
417
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...
417
Underflow Gates
347
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...
347
Conservation of Mass in Moving, Nondeforming Control Volume
1.3K
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...
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...
1.3K
Pipe Flowrate Measurement: Problem Solving
798
A spray tank system is engineered to uniformly distribute a pest-control liquid across plants by using a pressurized mechanism. The tank, pressurized to 150 kPa, holds the pesticide at a height of 0.80 meters. Liquid flows from the tank through a 1.9 meter pipe with a diameter of 0.015 meters, angled at 0.698 radians, ultimately reaching a 0.007 meter nozzle that sprays the pesticide. Accurate calculation of the system's flow rate is crucial to ensure uniform application, and this is achieved...
798

