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Accuracy Order of Crank–Nicolson Discretization for Hydrostatic Free-Surface Flow
Publisher: American Society of Civil Engineers
Abstract: Application of Crank–Nicolson (CN) discretization to the hydrostatic (or shallow-water) free-surface equation in two-dimensional or three-dimensional Reynolds-averaged Navier–Stokes models neglects a second order term. The ...
Time-Centered Split Method for Implicit Discretization of Unsteady Advection Problems
Publisher: American Society of Civil Engineers
Abstract: A new method for implicit solution of unsteady nonlinear advection equations is presented. This time-centered split (TCS) method uses a nested application of the midpoint rule to computationally decouple advection terms ...
Simple Curvilinear Method for Numerical Methods of Open Channels
Publisher: American Society of Civil Engineers
Abstract: Three-dimensional finite-difference or finite-volume models of sinuous open channels (e.g., narrow rivers, estuaries, and reservoirs) generally require boundary-fitted grids and curvilinear flow solution. Cartesian models ...
Near-Channel Velocities in the Presence of a Dredge-Spoil Island
Publisher: American Society of Civil Engineers
Reducing Numerical Diffusion Effects with Pycnocline Filter
Publisher: American Society of Civil Engineers
Abstract: Numerical or artificial diffusion is the unintentional smoothing of gradients associated with the discretization of the transport equations. In lakes and reservoirs where through-flow is small, the effects of numerical ...
Hydrostatic versus Nonhydrostatic Euler-Equation Modeling of Nonlinear Internal Waves
Publisher: American Society of Civil Engineers
Abstract: Basin-scale internal waves are inherently nonhydrostatic; however, they are frequently resolved features in three-dimensional hydrostatic lake and coastal ocean models. Comparison of hydrostatic and nonhydrostatic formulations ...
A Topological Approach to Partitioning Flow Networks for Parallel Simulation
Publisher: ASCE
Abstract: System partitioning for effective simulation of civil infrastructure flow networks on parallel processors is a nontrivial problem. Arbitrary partitioning focused only on balancing processor workload can lead to a large ...
Generalized, Dynamic, and Transient-Storage Form of the Preissmann Slot
Publisher: ASCE
Abstract: A new formulation of the Preissmann Slot for modeling surcharged (pressurized) one-dimensional (1D) pipe flow is presented. The Dynamic Preissmann Slot (DPS) is derived in a nondimensional form where the slot is treated ...
Comparison of Supersaturated Total Dissolved Gas Dissipation with Dissolved Oxygen Dissipation and Reaeration
Publisher: American Society of Civil Engineers
Abstract: Elevated levels of total dissolved gas (TDG) may occur downstream of dams, leading to increased incidence of gas bubble disease in fish. Accelerating the dissipation of supersaturated TDG in the downstream river can mitigate ...
Coupling an Underflow Model to a Three-Dimensional Hydrodynamic Model
Publisher: American Society of Civil Engineers
Abstract: A separate underflow model is coupled to the three-dimensional (3D) estuary and lake computer model. The underflow equations are solved on a two-dimensional (2D) grid underlying the 3D model grid. The underflow model ...
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