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You can model drainage areas by using existing surface data or polyline data to create catchments. A catchment object is comprised of a boundary and a flow path. The boundary represents the watershed area that produces the runoff. The flow path represents the Time of Concentration data for the runoff flow from the catchment area. This Time of Concentration data can be defined by using the TR-55 method or it may be user-defined. When a catchment is associated with a pipe network structure, the catchment data can be for further analysis and development of the model.
Catchments can be accessed from the Toolspace Prospector tab, and associated catchment styles and settings are accessed from the Toolspace Settings tab. When you select a catchment in the drawing, the Catchment contextual ribbon is displayed where you can access catchment-related commands. Topics in this section • Catchment Groups are a way to organize multiple drainage analyses within a single drawing.
• You can model drainage areas by using existing surface data or polyline data to create catchments. • Flow paths are used for calculating the catchment Time of Concentration (Tc) value. A flow path may use the TR-55 calculation method to calculate the Tc, or it may have a user-defined Tc. • A catchment can be labeled with an area label and flow segment labels. • You can export AutoCAD Civil 3D pipe networks and their associated catchments to edit in Autodesk Storm and Sanitary Analysis. Autodesk Storm and Sanitary Analysis offers users the ability to perform runoff calculations and hydraulic routing calculations in a single package. This combines the best of both worlds.
Cara Mendapatkan Serial Number Corel Draw X7 Key there. SSA’s hydraulic calculations are founded in the EPA SWMM calculations which performs the one-dimensional Saint Venant flow equations. The Saint Venant equations consist of the continuity and momentum equations for conduits and a volume continuity equation at nodes. What this means is culvert entrance and exit losses are computed not on the nodes themselves, but rather on the pipe ends. Let’s dissect how this happens. • Open the SSA Sample Culvert file. (C: Program Files (x86) Autodesk SSA 2013 Samples Culvert Culvert.spf) • • Double Click on the Culvert Pipe shown in the image above.
The Shape definition is described as a “Culvert”. In many cases, if you exported your Civil 3D Pipe network, the imported pipe may be just a “Pipe”. • By selecting Culvert, the available properties of the conveyance link changes. • The HDS-5 Culvert type and Culvert Entrance properties become available.
Be sure to visit the Flow Properties section immediately below and properly set the Entrance and Entrance Losses. The model is set for analysis. Here is one tip when exporting your Civil 3D pipe network. If the Part Matching Default Settings on Export, set the upstream structure to Headwall, SSA imports that structure as a Junction, and sets the following downstream pipe to a Culvert. One could conceivably use the Part Matching Customization Settings in SSA to match set a specific part family to a culvert, but that is a topic for another day. Addictive Drums Osx Download Yosemite.