HY8:USBR Type III Stilling Basin: Difference between revisions

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

Revision as of 16:08, 26 February 2014

The only input variable required for this calculation is the following:

  • Basin Width

HY8fig8-3-BRtype3.jpg

Variables from the figure

  • W1 — width of the chute blocks
  • W2 — space between chute blocks
  • h1 — height of the chute blocks
  • W3 — width of the chute blocks
  • W4 — space between chute blocks
  • h3 — height of the baffle blocks
  • h4 — height of the end sill
  • LB — Length of the bottom of the basin
  • y2 — Conjugate depth


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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