skip to main content
Ngôn ngữ:
Giới hạn tìm kiếm: Giới hạn tìm kiếm: Dạng tài nguyên Hiển thị kết quả với: Hiển thị kết quả với: Chỉ mục

Extreme wave runup on a vertical cliff

Carbone, Francesco ; Dutykh, Denys ; Dudley, John M. ; Dias, Frédéric

Geophysical Research Letters, 28 June 2013, Vol.40(12), pp.3138-3143 [Tạp chí có phản biện]

ISSN: 0094-8276 ; E-ISSN: 1944-8007 ; DOI: 10.1002/grl.50637

Toàn văn sẵn có

Phiên bản sẵn có
Trích dẫn Trích dẫn bởi
  • Nhan đề:
    Extreme wave runup on a vertical cliff
  • Tác giả: Carbone, Francesco ; Dutykh, Denys ; Dudley, John M. ; Dias, Frédéric
  • Chủ đề: Wave Run‐Up ; Long Waves ; Serre‐Green‐Naghdi Equation
  • Là 1 phần của: Geophysical Research Letters, 28 June 2013, Vol.40(12), pp.3138-3143
  • Mô tả: Wave impact and runup onto vertical obstacles are among the most important phenomena which must be taken into account in the design of coastal structures. From linear wave theory, we know that the wave amplitude on a vertical wall is twice the incident wave amplitude with weakly nonlinear theories bringing small corrections to this result. In this present study, however, we show that certain simple wave groups may produce much higher runups than previously predicted, with particular incident wave frequencies resulting in runup heights exceeding the initial wave amplitude by a factor of 5, suggesting that the notion of the design wave used in coastal structure design may need to be revisited. The results presented in this study can be considered as a note of caution for practitioners, on one side, and as a challenging novel material for theoreticians who work in the field of extreme wave‐coastal structure interaction. Deviation from the classical run‐up predictions The wave wall interaction is further investigated Wave group run‐up is higher than the run‐up of single or couple of waves
  • Số nhận dạng: ISSN: 0094-8276 ; E-ISSN: 1944-8007 ; DOI: 10.1002/grl.50637

Đang tìm Cơ sở dữ liệu bên ngoài...