HY8:Culvert Invert Data: Difference between revisions

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Revision as of 15:27, 5 October 2016

The culvert invert data option is used to enter known coordinates of culvert inverts. This option is generally used to analyze known, existing culverts. Coordinates are defined by the following input as seen in the figure below:

  • Inlet Station – Station of culvert inlet invert
  • Inlet Elevation – Elevation at culvert inlet invert
  • Outlet Station – Station of culvert outlet invert, must be greater than the inlet station
  • Outlet Elevation – Elevation at culvert outlet invert
  • Number of Barrels – The program default is 1, although this may be changed by the user.


HY8 CulvertInvertData.png


Once the user defines the culvert invert data, the program computes the culvert barrel length along the culvert barrel, rather than horizontally between the inlet and outlet stations. Horizontal and adverse slopes may be entered. Stations may be entered in ascending or descending order.


v • e
HY-8
Introduction:Getting Started   •   Layout   •   Vena Contracta   •   Building a Project   •   Locate Project   •   Culvert Crossing Data   •   Run Analysis   •   Report Generation
Crossing and Culvert Data:Crossings   •   Discharge Data   •   Roadway Data   •   Tailwater Data   •   Irregular Channel   •   Culvert Data   •   Site Data   •   Culvert Invert Data   •   Embankment Toe Data
AnalysisProject Units   •   Roadway Overtopping   •   Inlet Control Computations   •   Outlet Control Computations   •   Tables and Plots
Energy DissipationScour Hole Geometry   •   Increased Resistance   •   Tumbling Flow   •   USBR Type IX Baffled Apron   •   Drop Structures   •   Stilling Basins   •   Streambed Level Structures
MethodsAquatic Organism Passage   •   Low Flow Hydraulics
TroubleshootingDifferences from DOS HY-8   •   Limitations   •   HY-8 User Manual
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