A new objective function for analyzing hydraulic pipe networks in the presence of different states of flow

DOI10.1007/BF02128246zbMath0525.76018OpenAlexW2023505298MaRDI QIDQ593915

S. Franzetti, Roberto Contro

Publication date: 1983

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02128246

zbMATH Keywords

head losseshydraulic pipe networksminimum principle of dissipated powermonomial formulas

Mathematics Subject Classification ID

Incompressible inviscid fluids (76B99)

Cites Work

• A feasible conjugate direction method to solve linearly constrained minimization problems

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