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SUMMAC - A NUMERICAL MODEL FOR WATER WAVES.

Authors: Robert K. -C. Chan; Robert L. Street; STANFORD UNIV CALIF DEPT OF CIVIL ENGINEERING
Abstract:
The work focuses on the numerical studies of large water waves with particular application to storm-generated waves and tsunamis. The specific objective is the exact simulation on a digital computer of nonlinear waves in the shallow water zones. The study is based on the simulation technique called SUMMAC (the Stanford-University-Modified-Marker-And-Cell Method). The flow field is represented by a rectangular mesh of cells and a line of hypothetical particles which defines the free surface. Finite-difference Navier-Stokes equations are used as the governing equations of the velocity fields while the pressure field is obtained by solving a finite-difference Poisson's equation. The currently implemented SUMMAC is limited to waves that are non-breaking and non-turbulent. (Author)

Description: Technical rept.
Pages: 170
Report Date: AUG 1970
Contract Number: 71, Nonr22571, NSFGK2506
Report Number: 0444317

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Keywords relating to this report:
(*WATER WAVES
_*WATER WAVES
COMPUTER PROGRAMS
DIFFERENCE EQUATIONS
EQUATIONS OF MOTION
MATHEMATICAL MODELS_
OCEAN WAVES
SIMULATION
VELOCITY
WAVE FUNCTIONS
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