HY8:AOP SS Results Table: Difference between revisions

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===Shear Calculations===
===Shear Calculations===
The equations used to perform these calculations are available in [http://www.fhwa.dot.gov/engineering/hydraulics/pubs/11008/ 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.
The equations used to perform these calculations are available in [https://www.fhwa.dot.gov/engineering/hydraulics/pubs/11008/hif11008.pdf HEC-26] Chapter 7.  It reports the energy slope used, the D50 of the gradation used, the shear velocity, Reynold's value, and Shield's value for the shear calculations and the resulting shear computations.


===Depth & Velocity Calculations===
===Depth & Velocity Calculations===

Latest revision as of 16:43, 28 April 2023

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 shear velocity, 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.