Pipe Network Transients

Pipe Network Transients is a hydraulic transient phenomenon characterized by the propagation of pressure and flow variations through an interconnected system of pipes, distinguished by the dynamic interactions among multiple branches, junctions, and boundary conditions in response to sudden changes in fluid velocity or system operation.

114

Publications

5.1K

Citations

229

Authors

100

Institutions

Publications per year

2017–2026

31

Variants

Hydraulic Transients In Pipe Networks

Authors

229

  1. BB
    Bruno Brunone

    University of Perugia, Italy

    15 publications · 755 citations

    14

    h-index

  2. MF
    Martin F. Lambert

    The University of Adelaide, Australia

    13 publications · 684 citations

    13

    h-index

  3. SM
    Silvia Meniconi

    University of Perugia, Italy

    14 publications · 684 citations

    13

    h-index

  4. AR
    Angus R. Simpson

    The University of Adelaide, Australia

    11 publications · 640 citations

    11

    h-index

  5. JP
    John P. Vítkovský

    The University of Adelaide, Australia

    7 publications · 466 citations

    7

    h-index

1–5 of 229

Venues

  1. Journal of Hydraulic Engineering

    22 publications · 1.6K citations

    18

    h-index

  2. Journal of Hydraulic Research

    6 publications · 166 citations

    6

    h-index

  3. Journal of Hydroinformatics

    4 publications · 299 citations

    4

    h-index

  4. Water Resources Research

    3 publications · 128 citations

    3

    h-index

  5. American Water Works Association

    3 publications · 114 citations

    3

    h-index

1–5