THE INFLUENCE OF PILE DIMENSION ON FORCES EXERTED BY WAVES

THE INCREASE IN APPLICATIONS OF OFF-SHORE STRUCTURES HAS RAISED A GROWING INTEREST IN THE DETERMINATION OF WAVE FORCES ON PILES. BOTH THEORY AND MODEL EXPERIMENTS HAVE BEEN APPLIED TO ESTABLISH RELATIONS BETWEEN WAVE CHARACTERISTICS, SHAPE & DIMENSIONS OF PILES AND WAVE FORCES EXERTED. AS FAR AS THEORY AND COMPUTATIONS ARE INVOLVED, THE WAVE FORCES ARE GENERALLY ASSUMED TO BE THE RESULTANT OF DRAG AND INERTIA FORCES. THE INFLUENCE OF TYPICAL FEATURES OF THE FLOW PATTERN AROUND THE PILE ON THE FORCES EXERTED IS EXPRESSED IN COEFFICIENTS OF DRAG, C-D, AND INERTIA C-M WHICH ARE, IN PRACTICE GENERALLY ASSUMED TO DEPEND ON THE SHAPE OF THE PILE ONLY. THE LATTER ASSUMPTION IS NOT CORRECT, WHICH PARTLY EXPLAINS THE VARIETY IN MAGNITUDE OF C-D AND C-M WHICH IS FOUND IN LITERATURE, THE TIME-DEPENDANCY OF THE FLOW PATTERN LEADS TO AN INFLUENCE OF PILE DIMENSIONS RELATIVE TO THOSE OF ORBITAL MOTIONS. THE AIM OF THE PAPER IS TO DRAW ATTENTION TO THIS PHENOMENON AND TO PROVIDE A POSSIBLE STARTING POINT FOR A MORE RELIABLE APPROACH OF WAVE FORCES. THE NATURE OF FORCES EXERTED BY OSCILLATING FLOW IS BRIEFLY DISCUSSED AND ILLUSTRATED BY RESULTS OF MODEL EXPERIMENTS AND COMPUTATIONS. SUBSEQUENTLY MODEL INVESTIGATIONS ON PILES ARE DESCRIBED, THE RESULTS OF WHICH ARE COMPARED WITH COMPUTATIONS FOR CONSTANT COEFFICIENTS OF DRAG AND INERTIA. /ASCE/

• Supplemental Notes:
  • Proceedings, TENTH CONF, CHAPT 48
• Corporate Authors:

  Coastal Engineering Conf

  ,    
• Authors:
  • Paape, A
  • Breusers, HNC
• Publication Date: 1967

Subject/Index Terms

• TRT Terms: Drag; Force; Inertia (Mechanics); Offshore structures; Shape; Structures; Support piles; Theory; Wave motion
• Uncontrolled Terms: Model tests
• Old TRIS Terms: Wave action
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208386
• Record Type: Publication
• Source Agency: Am Soc Civil Engr J Waterways & Harbors
• Files: TRIS
• Created Date: Jan 24 1994 12:00AM