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Related Concept Videos

Multiple Pipe Systems01:21

Multiple Pipe Systems

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Multipipe systems consist of complex configurations of interconnected pipes designed to transport fluids efficiently across intricate networks. They are essential in engineering applications requiring precise control over flow distribution, pressure, and head loss. They are categorized into series, parallel, loop, and network configurations, each distinguished by unique flow characteristics and applications.
Series Configuration
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Single Pipe Systems01:24

Single Pipe Systems

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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...
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Design Example: Designing a Residential Plumbing System01:25

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Sampling materials are classified into three main types: solid, liquid, and gas.
Solid samples include a variety of substances, such as sediments from water bodies, soil, metals, and biological tissues. Two standard methods for extracting sediments from water bodies are grab sampling and piston coring. Grab sampling involves using a device to collect a discrete sediment sample from the bottom of a water body with minimal disturbance. Grab samples do not always represent the entire area due to...
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Pipe Flowrate Measurement01:28

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In pipe flow measurement, orifice, nozzle, and Venturi meters are commonly used to determine fluid flowrates by constricting the flow area, which increases fluid velocity and reduces pressure. This pressure difference, governed by Bernoulli's principle and adjusted for real-world conditions, is essential for calculating flowrate. Each meter type is suited to specific applications based on accuracy, efficiency, and compatibility with various flow conditions.
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When a fluid flows through a pipe, it experiences energy losses due to frictional resistance along the pipe walls, known as major losses. These energy losses result in a pressure drop, which varies based on the flow conditions — whether laminar or turbulent — and the specific physical properties of the fluid and pipe.
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Parameterizing V-notch Weir Equations for Flow Monitoring in a Drainage Control Structure
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Customised-sampling approach for pipe failure prediction in water distribution networks.

Milad Latifi1, Ramiz Beig Zali2, Akbar A Javadi2

  • 1Centre for Water Systems, University of Exeter, Exeter, UK. m.latifi@exeter.ac.uk.

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Summary

This study enhances pipe failure prediction in water distribution networks (WDNs) using data balancing techniques. Optimal results were achieved by combining specific over-sampling and under-sampling ratios with class weighting for imbalanced datasets.

Keywords:
Class weightingFailure prediction in pipesImbalance class dataMachine learningOver-samplingUnder-samplingWater distribution networks

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Area of Science:

  • Engineering
  • Computer Science
  • Data Science

Background:

  • Imbalanced datasets pose challenges for machine learning (ML) models in predicting failures in Water Distribution Networks (WDNs).
  • Traditional methods struggle to accurately identify rare failure events due to skewed data distributions.
  • Effective failure prediction is crucial for maintaining WDN integrity and operational efficiency.

Purpose of the Study:

  • To develop and evaluate a novel methodology for addressing imbalanced class data in WDN pipe failure prediction.
  • To investigate the impact of various data balancing strategies on the performance of ML models.
  • To identify optimal configurations of under-sampling, over-sampling, and class weighting for improved predictive accuracy.

Main Methods:

  • Utilized under-sampling, over-sampling, and class weighting techniques to rebalance imbalanced WDN datasets.
  • Constructed pipe failure prediction models using these adjusted datasets at various levels, including non-balance points.
  • Evaluated model performance using F1-score and Area Under the Receiver Operating Characteristic Curve (AUC-ROC).

Main Results:

  • Under-sampling above the balance point resulted in the highest F1-score.
  • Over-sampling below the balance point demonstrated optimal performance.
  • Applying class weights with lower values than the balance point proved effective.
  • Combining over-sampling and under-sampling at different ratios, followed by class weighting, yielded the most effective predictive model.

Conclusions:

  • Data balancing techniques are critical for improving failure prediction in imbalanced WDN datasets.
  • A hybrid approach combining targeted over-sampling, under-sampling, and class weighting offers superior predictive performance.
  • The findings provide valuable insights for developing robust WDN failure prediction systems.