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Numerical Modeling and Experimentation of the Dam-Overtopping Process of Landslide-Generated Waves in an Idealized Mountainous Reservoir
Publisher: American Society of Civil Engineers
Abstract: A two-dimensional coupled solid-fluid numerical model was modified and applied to simulate the dam-overtopping event of landslide-generated waves in an idealized reservoir. The model employed was based on the two-dimensional ...
Analytical Study of Linear Long-Wave Reflection by a Two-Dimensional Obstacle of General Trapezoidal Shape
Publisher: American Society of Civil Engineers
Abstract: In this paper, an analytical solution for linear long-wave reflection by an obstacle of general trapezoidal shape is explored. A closed-form expression in terms of first and second kinds of Bessel functions is obtained for ...
Turbulent Boundary Layer Flows Above a Porous Surface Subject to Flow Injection
Publisher: American Society of Civil Engineers
Abstract: A new analytical expression for velocity profile in a fully developed turbulent boundary layer above a porous surface subject to flow injection is derived by solving the coupled Reynolds equations and turbulent kinetic ...
Scattering and Trapping of Wave Energy by a Submerged Truncated Paraboloidal Shoal
Publisher: American Society of Civil Engineers
Abstract: In this paper, we study the scattering and trapping of wave energy by a submerged truncated paraboloidal shoal. The analytical approach of Liu et al. in 2004 for solving wave amplification around a circular island mounted ...
Numerical Study of Solitary Wave Interaction with Porous Breakwaters
Publisher: American Society of Civil Engineers
Abstract: Solitary wave interaction with porous breakwaters is studied by using a two-dimensional numerical model. In this model, flows outside of porous media are described by Reynolds-averaged Navier-Stokes equations. For porous ...
Internal Wave-Maker for Navier-Stokes Equations Models
Publisher: American Society of Civil Engineers
Abstract: The flow motion of incompressible fluid can be described by Navier-Stokes equations with the continuity equation, which requires zero divergence of the velocity vector (i.e., ∂
Runup and Rundown of Solitary Waves on Sloping Beaches
Publisher: American Society of Civil Engineers
Abstract: This paper presents a combined experimental and numerical effort to study solitary wave runup and rundown on beaches. Both nonbreaking and breaking solitary waves are investigated. A two-dimensional numerical model that ...
Cylindrical Smoothed Particle Hydrodynamics Simulations of Water Entry
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper presents a smoothed particle hydrodynamics (SPH) modeling technique based on the cylindrical coordinates for axisymmetrical hydrodynamic applications, thus to avoid a full three-dimensional (3D) numerical scheme ...
Analytical Solution for Long-Wave Reflection by a Rectangular Obstacle with Two Scour Trenches
Publisher: American Society of Civil Engineers
Abstract: In this paper, linear long-wave reflection by a rectangular obstacle with two scour trenches of power function profile is explored. A closed-form analytical solution in terms of the first and second kinds of Bessel functions ...
Analytical Solution for Long-Wave Reflection by a General Breakwater or Trench with Curvilinear Slopes
Publisher: American Society of Civil Engineers
Abstract: In the first part of this paper, an exact analytical solution in closed form for linear long-wave reflection by a submerged idealized breakwater or trench with various curvilinear slopes is given. The solution obtained ...
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