Three-Dimensional Numerical Simulation of Ice Pileup Evolution Along Shorelines

  1. (PDF, 260 KB)
AuthorSearch for: ; Search for: ; Search for:
Proceedings titleProceedings Canadian Coastal Conference
Pages167180; # of pages: 14
AbstractThe paper presents the results of a numerical simulation of rubble ice pile-up along a shoreline or against a shore-protection breakwater. The simulations detail the evolution of sail and keel geometry, and the pile-up of the ice rubble as it interacts with the structure. A numerical model of floating ice movements and deformation is used. The model is based on the Particle-In-Cell (PIC) approach, combined with a viscous plastic ice rheology. The PIC model is semi-Lagrangian. It is based on using discrete particles to model ice advection, while solving the momentum equations over an Eulerian grid. In the present paper, the depth-averaged PIC model is described, and used to predict ice pile-up heights, grounding and pressure on four different shoreline slopes. The results show that pile-up height and depth can grow to reach maximum values. Those maximum dimensions depend upon the slope of the shoreline. The numerical results are compared to field observations. A parametric study also determined the influence of ice thickness and ice properties.
Publication date
AffiliationNational Research Council Canada; NRC Canadian Hydraulics Centre
Peer reviewedNo
NPARC number12328932
Export citationExport as RIS
Report a correctionReport a correction
Record identifier4a19b7eb-95df-473f-9ec8-23623cad3d54
Record created2009-09-10
Record modified2016-05-09
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)
Date modified: