Jove
Visualize
Contact Us
JoVE
x logofacebook logolinkedin logoyoutube logo
ABOUT JoVE
OverviewLeadershipBlogJoVE Help Center
AUTHORS
Publishing ProcessEditorial BoardScope & PoliciesPeer ReviewFAQSubmit
LIBRARIANS
TestimonialsSubscriptionsAccessResourcesLibrary Advisory BoardFAQ
RESEARCH
JoVE JournalMethods CollectionsJoVE Encyclopedia of ExperimentsArchive
EDUCATION
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab ManualFaculty Resource CenterFaculty Site
Terms & Conditions of Use
Privacy Policy
Policies

Related Concept Videos

Design Example: Design of an Irrigation Channel01:27

Design Example: Design of an Irrigation Channel

306
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...
306
Turbulent Flow: Problem Solving01:09

Turbulent Flow: Problem Solving

211
Carbonation is a process used to dissolve carbon dioxide gas in a liquid, commonly used in the production of carbonated beverages. Achieving efficient carbonation requires careful control of temperature, pressure, and flow conditions. By adjusting these parameters, carbonation efficiency can be maximized, producing a higher concentration of CO2 in the liquid.
Temperature is a key factor in CO2 solubility. In this case, the CO2 gas and the liquid are cooled to 20°C. Lower temperatures...
211
Uniform Depth Channel Flow: Problem Solving01:18

Uniform Depth Channel Flow: Problem Solving

162
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...
162
Distributed Loads: Problem Solving01:21

Distributed Loads: Problem Solving

827
Beams are structural elements commonly employed in engineering applications requiring different load-carrying capacities. The first step in analyzing a beam under a distributed load is to simplify the problem by dividing the load into smaller regions, which allows one to consider each region separately and calculate the magnitude of the equivalent resultant load acting on each portion of the beam. The magnitude of the equivalent resultant load for each region can be determined by calculating...
827
Laminar Flow: Problem Solving01:24

Laminar Flow: Problem Solving

282
Laminar flow occurs when a fluid moves smoothly in parallel layers with minimal mixing and turbulence. In fluid mechanics, ensuring laminar flow within a pipe is essential for precise control of flow characteristics, especially in engineering applications. The key factor in determining whether flow remains laminar is the Reynolds number, a dimensionless quantity that depends on the fluid's velocity, density, viscosity, and the pipe's diameter. A Reynolds number of 2100 or lower...
282
Design Example: Designing a Residential Plumbing System01:25

Design Example: Designing a Residential Plumbing System

866
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.
866

You might also read

Related Articles

Articles linked to this work by shared authors, journal, and citation graph.

Sort by
Same author

Maternal exposure to fine particulate matter and autism spectrum disorder in children: population based case-control study.

Frontiers in public health·2026
Same author

Tidal air exposure thresholds in seagrass survival: photodamage-antioxidant imbalance and anthocyanin accumulation associated with Enhalus acoroides zonation limits.

Marine pollution bulletin·2026
Same author

NIRS features and multi-model optimization fusion enabled comprehensive method for quantitative and qualitative assessment of lamb meat quality.

Food research international (Ottawa, Ont.)·2026
Same author

Supramolecular Reactivation of Quenched Silicon Naphthalocyanine for NIR-II Fluorescence-Guided Type I/II Photodynamic Monotherapy.

ACS applied materials & interfaces·2026
Same author

Advances in neuroimaging studies of thalamic abnormalities in children with attention deficit hyperactivity disorder.

Psychoradiology·2026
Same author

Therapeutic Strategies for Hyperuricemia: From Small-Molecule Inhibitors to RNA Therapeutics.

ACS pharmacology & translational science·2026

Related Experiment Video

Updated: Oct 20, 2025

Spatial Multiobjective Optimization of Agricultural Conservation Practices using a SWAT Model and an Evolutionary Algorithm
11:53

Spatial Multiobjective Optimization of Agricultural Conservation Practices using a SWAT Model and an Evolutionary Algorithm

Published on: December 9, 2012

13.1K

A Two-Stage Swarm Optimizer With Local Search for Water Distribution Network Optimization.

Ya-Hui Jia, Yi Mei, Mengjie Zhang

    IEEE Transactions on Cybernetics
    |September 10, 2021
    PubMed
    Summary

    A new two-stage swarm optimizer with local search (TSOL) effectively optimizes large-scale water distribution networks (WDNs). This method enhances evolutionary computation (EC) for complex network challenges.

    More Related Videos

    Large Scale Energy Efficient Sensor Network Routing Using a Quantum Processor Unit
    05:30

    Large Scale Energy Efficient Sensor Network Routing Using a Quantum Processor Unit

    Published on: September 8, 2023

    823
    A Modeling and Simulation Method for Preliminary Design of an Electro-Variable Displacement Pump
    09:04

    A Modeling and Simulation Method for Preliminary Design of an Electro-Variable Displacement Pump

    Published on: June 1, 2022

    3.2K

    Related Experiment Videos

    Last Updated: Oct 20, 2025

    Spatial Multiobjective Optimization of Agricultural Conservation Practices using a SWAT Model and an Evolutionary Algorithm
    11:53

    Spatial Multiobjective Optimization of Agricultural Conservation Practices using a SWAT Model and an Evolutionary Algorithm

    Published on: December 9, 2012

    13.1K
    Large Scale Energy Efficient Sensor Network Routing Using a Quantum Processor Unit
    05:30

    Large Scale Energy Efficient Sensor Network Routing Using a Quantum Processor Unit

    Published on: September 8, 2023

    823
    A Modeling and Simulation Method for Preliminary Design of an Electro-Variable Displacement Pump
    09:04

    A Modeling and Simulation Method for Preliminary Design of an Electro-Variable Displacement Pump

    Published on: June 1, 2022

    3.2K

    Area of Science:

    • Engineering
    • Computer Science
    • Optimization

    Background:

    • Evolutionary computation (EC) algorithms are effective for small-scale water distribution network (WDN) optimization.
    • Rapid city expansion leads to large-scale WDNs, diminishing the efficacy of current EC algorithms.
    • Large-scale WDN optimization presents significant computational challenges due to network size and multimodal search spaces.

    Purpose of the Study:

    • To propose an effective optimization algorithm for large-scale water distribution networks (WDNs).
    • To address the limitations of existing EC algorithms in handling complex and large-scale WDN optimization problems.
    • To introduce a novel two-stage swarm optimizer with local search (TSOL) tailored for WDN optimization.

    Main Methods:

    • A two-stage optimization process is employed, dividing the problem into exploration and exploitation stages.
    • An improved level-based learning optimizer is utilized for efficient search in both stages.
    • Two novel local search algorithms are incorporated to refine solution quality.

    Main Results:

    • The proposed Two-Stage Swarm Optimizer with Local Search (TSOL) demonstrated superior performance on synthetic and real-world WDNs.
    • TSOL effectively navigated the large-scale and multimodal search spaces characteristic of expanded WDNs.
    • Experimental results indicate that TSOL outperforms existing state-of-the-art metaheuristic algorithms.

    Conclusions:

    • The TSOL algorithm offers a robust and effective solution for optimizing large-scale water distribution networks.
    • The two-stage approach combined with enhanced learning and local search significantly improves optimization efficacy.
    • This research provides a valuable advancement in applying computational intelligence to critical infrastructure optimization.