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v
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HY-8
Introduction:
Getting Started
•
Differences from DOS HY-8
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Limitations
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Vena Contracta
•
Building a Project
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Locate Project
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Culvert Crossing Data
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Run Analysis
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Report Generation
Crossing Data:
Crossings
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Discharge Data
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Roadway Data
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Roadway Profile
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Tailwater Data
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Channel Shape
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Rating Curve
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Constant Tailwater Elevation
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Irregular Channel
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Irregular Channel Error
Culvert Data:
Shapes
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Material
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Plastic Pipe Materials
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Concrete Open Bottom Arch
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South Dakota Concrete Box
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Culvert Type
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Broken Back Culverts
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Inlet Configurations
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Inlet Depression
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Embedment Depth
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Site Data:
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Culvert Invert Data
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Embankment Toe Data
Analysis
Project Units
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Roadway Overtopping
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Inlet Control Computations
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Polynomial Generation
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Polynomial Coefficients
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Outlet Control Computations:
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Exit Loss Options
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Hydraulic Jump Calculations
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Tables and Plots:
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Crossing Summary
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Culvert Summary
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Water Surface Profiles
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Tapered Inlet
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Customized
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Controlling Plot Display Options
Energy Dissipation
Scour Hole Geometry
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Increased Resistance in Box Culverts
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Increased Resistance in Circular Culverts
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Tumbling Flow in Box Culverts
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Tumbling Flow in Circular Culverts
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USBR Type IX Baffled Apron
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Drop Structures
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Box Inlet Drop Structure
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Straight Drop Structure
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Stilling Basins
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USBR Type III Stilling Basin
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USBR Type IV Stilling Basin
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Saint Anthony Falls (SAF Stilling Basin)
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Streambed Level Structures
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Colorado State University (CSU) Rigid Boundary Basin
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Riprap Basin and Apron
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Contra Costa Basin
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Hook Basin
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USBR Type VI Impact Basin
Aquatic Organism Passage
Stream Simulation
·
Input Reach Data
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Gradation Data
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Align and Size
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Results Table
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Low Flow Hydraulics Method
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Input Data
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Gradation Data
·
Align and Size
·
Results Table
·
Category
:
HY-8 General Information
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