HY8:USBR Type IX Baffled Apron: Difference between revisions

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{{HY8Main}}
{{HY8Main}}
[[Category:Energy Dissipators|U]]

Revision as of 16:05, 26 February 2014

The input variables required for this calculation is the following:

  • Approach Channel Slope
  • Vertical Drop Height
  • Baffled Apron Slope
  • Baffled Apron Width


The following figure shows a USBR Type IX Baffled Apron.

HY8image13.jpg

Variables from the figure

  • H — height of the dissipator
  • W — Width of Chute


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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