Weir Scale Effects

Weir Scale Effects is a hydraulic phenomenon denoting the deviation in flow behavior over a weir structure observed at different physical scales, arising from the disproportionate influence of viscous and surface tension forces relative to gravitational forces in scaled models compared to full-sized prototypes.

17

Publications

668

Citations

40

Authors

16

Institutions

Publications per year

2017–2026

7

Authors

40

  1. BP
    Blake P. Tullis

    Utah State University, United States

    3 publications · 131 citations

    3

    h-index

  2. MM
    Mark Markofsky

    Karlsruhe Institute of Technology, Germany

    2 publications · 46 citations

    2

    h-index

  3. BD
    Benjamin Dewals

    University of Liège, Belgium

    2 publications · 96 citations

    2

    h-index

  4. MP
    Michel Pirotton

    University of Liège, Belgium

    2 publications · 96 citations

    2

    h-index

  5. HK
    Helmut Kobus

    University of Stuttgart, Germany

    2 publications · 46 citations

    2

    h-index

1–5 of 40

Venues

  1. Journal of Hydraulic Engineering

    3 publications · 62 citations

    3

    h-index

  2. 2

    h-index

  3. Journal of Hydraulic Research

    2 publications · 109 citations

    2

    h-index

  4. Journal of the Hydraulics Division

    2 publications · 171 citations

    2

    h-index

  5. The Science of The Total Environment

    1 publications · 30 citations

    1

    h-index

1–5