HY8:AOP SS Results Table: Difference between revisions

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Revision as of 15:31, 11 October 2016

AOP Stream Simulation, Results Table

AopStreamSimulationResults.jpg

The purpose of this dialog is to report to the user most of variables used in the computations to verify that the results and process are reasonable.

Results Table

Cross Section Calculations

The normal depth, velocity and shear from each cross-section that was calculated using Manning's Equation.

Shear Calculations

The equations used to perform these calculations are available in HEC-26 Chapter 7. It reports the energy slope used, the D50 of the gradation used, the v*, Reynold's value, and Shield's value for the shear calculations and the resulting shear computations.

Depth & Velocity Calculations

These results are the same as given in the Align and Size Culvert step, and are included on this page for completeness and to make comparison easier.

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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