An Analytical Solution for the Hydraulics of Looped Pipe Networks-Reference-Cited by-同舟云学术

An Analytical Solution for the Hydraulics of Looped Pipe Networks

Published:2024-08-28 Issue: Volume:139 Page:4
ISSN:
Container-title:The 3rd International Joint Conference on Water Distribution Systems Analysis & Computing and Control for the Water Industry (WDSA/CCWI 2024)
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Author:

Riyahi Mohammad Mehdi¹^ORCID,Bakhshipour Amin E.²³,Giudicianni Carlo⁴^ORCID,Dittmer Ulrich²³,Haghighi Ali¹³^ORCID,Creaco Enrico⁴^ORCID

Affiliation:

1. Faculty of Civil Engineering and Architecture, Shahid Chamran University of Ahvaz, Ahvaz 61357-83151, Iran

2. Department of Urban Water Management, RPTU in Kaiserslautern, Paul-Ehrlich-Straße 14, D-67663 Kaiserslautern, Germany

3. Sustainable Water Infrastructure Solutions (SWIS) GmbH, 67663 Kaiserslautern, Germany

4. Dipartimento di Ingegneria Civile e Architettura, Università degli Studi di Pavia, Via Ferrata 3, 27100 Pavia, Italy

Publisher

MDPI

Link

https://www.mdpi.com/2673-4591/69/1/4/pdf

Reference10 articles.

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2. Cross, H. (1936). Analysis of Flow in Networks of Conduits or Conductors, University of Illinois. Engineering Experiment Station. Bulletin No. 286.

3. Hydraulic analysis of water distribution systems based on fixed point iteration method;Zhang;Water Resour. Manag.,2017

4. Bazrafshan, M., Gatsis, N., Giacomoni, M., and Taha, A. (2018, January 26–29). A fixed-point iteration for steady-state analysis of water distribution networks. Proceedings of the 2018 IEEE Global Conference on Signal and Information Processing (GlobalSIP), Anaheim, CA, USA.

5. A New Derivative-Free Linear Approximation for Solving the Network Water Flow Problem With Convergence Guarantees;Wang;Water Resour. Res.,2020