Comparison of Pressure-Driven Formulations for WDN Simulation-Reference-Cited by-同舟云学术

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Comparison of Pressure-Driven Formulations for WDN Simulation

Published:2018-04-21 Issue:4 Volume:10 Page:523
ISSN:2073-4441
Container-title:Water
language:en
Short-container-title:Water

Author:

Ciaponi Carlo,Creaco Enrico^ORCID

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Link

http://www.mdpi.com/2073-4441/10/4/523/pdf

Reference27 articles.

1. Hydraulic network analysis using linear theory;Wood;J. Hydraul. Division,1970

2. Linear theory methods for pipe network analysis;Isaacs;J. Hydraul. Division,1980

3. A Gradient Algorithm for the Analysis of Pipe Networks;Todini,1988

4. Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution

5. Advanced Water Distribution Modelling and Management;Walski,2003

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1. Optimizing equity in intermittent water supply systems: A volume-driven demand and flow control approach;Sustainable Cities and Society;2024-10

2. A minimum pressure approach for water distribution network modelling;2024-01-16

3. Effective optimization of irrigation networks with pressure-driven outflows at randomly selected installation nodes;Scientific Reports;2023-11-06

4. Simulation Framework for Pipe Failure Detection and Replacement Scheduling Optimization;EWaS5;2022-10-23

5. High-Order Global Algorithm for the Pressure-Driven Modeling of Water Distribution Networks;Journal of Water Resources Planning and Management;2022-03

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