Equilibrium Scour Depth

Equilibrium Scour Depth is the maximum depth of localized erosion around a hydraulic structure, such as a bridge pier or pile, attained when the rate of sediment removal balances the rate of sediment deposition under steady flow conditions.

311

Publications

20K

Citations

609

Authors

293

Institutions

Publications per year

2017–2026

97

Authors

609

  1. SD
    Subhasish Dey

    Indian Institute of Technology Kharagpur, India

    21 publications · 1.3K citations

    19

    h-index

  2. BW
    Bruce W. Melville

    University of Auckland, New Zealand

    14 publications · 3.3K citations

    14

    h-index

  3. LC
    Liang Cheng

    The University of Western Australia, Australia

    14 publications · 870 citations

    13

    h-index

  4. YC
    Yee‐Meng Chiew

    Nanyang Technological University, Singapore

    12 publications · 2.3K citations

    12

    h-index

  5. AH
    António H. Cardoso

    University of Lisbon, Portugal

    10 publications · 603 citations

    10

    h-index

1–5 of 609

Venues

  1. Journal of Hydraulic Engineering

    66 publications · 8.7K citations

    45

    h-index

  2. Journal of Hydraulic Research

    24 publications · 1.8K citations

    20

    h-index

  3. 14

    h-index

  4. Coastal Engineering

    14 publications · 940 citations

    14

    h-index

  5. Ocean Engineering

    12 publications · 393 citations

    11

    h-index

1–5