HY8:USBR Type VI Impact Basin: Difference between revisions

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===USBR Type VI Impact Basin===
==USBR Type VI Impact Basin==
No input variables are required for this calculation.
No input variables are required for this calculation.


Revision as of 16:27, 4 December 2014

USBR Type VI Impact Basin

No input variables are required for this calculation.


The following figures show a USBR Type VI impact basin.

HY8image19.jpg

Variables from the figure

  • WB — Required basin width
  • W1 — Geometry design variable
  • h1 through h5 — Geometry design variable
  • t1 through t5 — Geometry design variable
  • L1 and L2 — Geometry design variable
  • L — Length of the Basin


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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