HY8:Riprap Basin and Apron: Difference between revisions

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* DMax of the Riprap Mixture -- Maximum diameter (by weight) of the riprap to be used.
* DMax of the Riprap Mixture -- Maximum diameter (by weight) of the riprap to be used.


       
 
The design criteria for this basin was based on model runs in which D50/YE ranged from 0.1 to 0.7; values outside this range are rejected by the program.   
The design criteria for this basin was based on model runs in which D50/YE ranged from 0.1 to 0.7; values outside this range are rejected by the program.   


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[[Image:HY8fig10-1riprap-profile-new%20text.jpg]]
[[Image:HY8fig10-1riprap-profile-new%20text.jpg]]
 
Variables from the figure               
Variables from the figure               


* hS -- Dissipator pool depth
* h<sub>S</sub> -- Dissipator pool depth
* W0 -- Culvert width
* W<sub>0</sub> -- Culvert width
* TW -- Tailwater depth
* TW -- Tailwater depth
* ye -- Equivalent brink (outlet) depth
* y<sub>e</sub> -- Equivalent brink (outlet) depth
* d50 -- Median rock size by weight
* d<sub>50</sub> -- Median rock size by weight
* dmax -- Max rock size by weight
* d<sub>max</sub> -- Max rock size by weight




Revision as of 21:31, 16 December 2011

Riprap Basin and Apron

The input variables required for this calculation is the following:

  • Condition to compute Basin Outlet Velocity -- The user can select 'Best Fit Curve' or 'Envelope Curve'. The user should choose 'Best Fit Curve' if the flow downstream of the basin is believed to be supercritical. If the flow downstream is believed to be subcritical, the user should choose 'Envelope Curve'.
  • D50 of the Riprap Mixture -- Mean diameter (by weight) of the riprap to be used.
  • DMax of the Riprap Mixture -- Maximum diameter (by weight) of the riprap to be used.


The design criteria for this basin was based on model runs in which D50/YE ranged from 0.1 to 0.7; values outside this range are rejected by the program.


The following figures show riprap basins and aprons.

HY8fig10-1riprap-profile-new text.jpg

Variables from the figure

  • hS -- Dissipator pool depth
  • W0 -- Culvert width
  • TW -- Tailwater depth
  • ye -- Equivalent brink (outlet) depth
  • d50 -- Median rock size by weight
  • dmax -- Max rock size by weight


HY8fig10-1riprap-plan-new text.jpg


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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