This blog post includes a breakdown of the different editions. Launch Editions: Various special editions include story/tomb DLC, outfits, skills, weapons, and real-life collectibles.
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This component of the modeling system is intended to allow the user to perform riverine water quality analyses. This system can be used to evaluate deposition in reservoirs, design channel contractions required to maintain navigation depths, predict the influence of dredging on the rate of deposition,Įstimate maximum possible scour during large flood events, and evaluate sedimentation in fixed channels. The model is designed to simulate long-term trends of scour and deposition in a stream channel that might result from modifying the frequency and duration of the water discharge and stage, or modifying theĬhannel geometry. Major features include the ability to model a full network of streams,Ĭhannel dredging, various levee and encroachment alternatives, and the use of several different equations for the computation of sediment transport. The sediment transport potential is computed by grain size fraction, thereby allowing the simulation of hydraulic sorting and armoring. Years, although applications to single flood events are possible). This component of the modeling system is intended for the simulation of one-dimensional sediment transport/movable boundary calculations resulting from scour and deposition over moderate time periods (typically Steady Transport/Movable Boundary Computations Pipe systems automated calibration features User defined rules and combined one and two-dimensional unsteady flow modeling. Special features of the unsteady flow component include: extensive hydraulic structure capabilities Dam break analysis levee breaching and overtopping Pumping stations navigation dam operations pressurized The unsteady flow component can be used to performed subcritical, supercritical, and mixedįlow regime (subcritical, supercritical, hydraulic jumps, and draw downs) calculations in the unsteady flow computations module. This component of the HEC-RAS modeling system is capable of simulating one-dimensional two-dimensional andĬombined one/two-dimensional unsteady flow through a full network of open channels, floodplains, and alluvial fans. One- and Two-Dimensional Unsteady Flow Simulation Jumps), hydraulics of bridges, and evaluating profiles at river confluences (stream junctions). These situations include mixed flow regime calculations (i.e., hydraulic The momentum equation may be used in situations where the water surface profile is rapidly varied. Energy losses are evaluated by friction (Manning's equation) and contraction/expansion (coefficient multipliedīy the change in velocity head). The basic computational procedure is based on the solution of the one-dimensional energy equation. The steady flow component is capable of modeling subcritical, supercritical, and mixed flow regimes The system can handle a full network of channels, a dendritic system, or a single river reach. This component of the modeling system is intended for calculating water surface profiles for steady gradually
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