ASYMPTOTIC SOLUTIONS OF RESONANCES IN HARBORS

Aysmptotic formulas for the resonant wave numbers are obtained for harbors with connected basins. The number of basins is taken to be two in this paper. However, generalization of the formulas for harbors with more than two basins can easily be obtained. The harbor and the ocean are assumed to have a constant depth. The coast is assumed to be straight but the boundaries of the basins can assume arbitrary shapes. In deriving the asymptotic formulas, the widths of the entrances to each basin are assumed to be small compared with the incident wave length and also with the dimensions of the basins. Comparisons with existing numerical results, however, indicate that these formulas are good even when the entrance widths are comparable to the incident wave lengths and to the dimensions of the basins. The formulas depend only on the eigenvalues of the closed basins and the corresponding normal mode solutions as at entrances. Furthermore, each resonant wave number depends only on the normal modes with wave numbers close to it.

• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Su, C L
• Publication Date: 1973-8

Media Info

• Pagination: p. 375 392
• Serial:
  • Journal of Waterways, Harbors & Coast Eng Div
  • Volume: 99
  • Issue Number: WW3
  • Publisher: American Society of Civil Engineers

Subject/Index Terms

• TRT Terms: Channel flow; Harbors; Ocean waves; Structural design; Waves
• Uncontrolled Terms: Open channel flow
• Old TRIS Terms: Harbor design; Wave effects
• Subject Areas: Marine Transportation; Terminals and Facilities;

Filing Info

• Accession Number: 00048114
• Record Type: Publication
• Source Agency: American Society of Civil Engineers
• Report/Paper Numbers: 9954 Proceeding
• Files: TRIS
• Created Date: Oct 31 1973 12:00AM