HY8:HY-8 User Manual 7.5: Difference between revisions
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{{saved_book | <!--{{saved_book | ||
|title=HY-8 User Manual (v7. | |title=HY-8 User Manual (v7.3) | ||
|subtitle=FHWA HY-8 Culvert Analysis Software | |subtitle=FHWA HY-8 Culvert Analysis Software | ||
|cover-image=hy8. | |cover-image=hy8.png | ||
|cover-color= | |cover-color= | ||
}} | }}--> | ||
== HY-8 User Manual | == HY-8 User Manual == | ||
=== HY-8 Culvert Analysis Program === | === HY-8 Culvert Analysis Program === | ||
;1. Introduction | ;1. Introduction | ||
:[[ | :[[HY8:HY-8|Introduction]] | ||
:[[ | :[[HY8:Getting Started|Getting Started]] | ||
:[[ | :[[HY8:Layout|Layout]] | ||
:[[ | :[[HY8:Differences from DOS HY-8|Differences from DOS HY-8]] | ||
:[[HY8:Limitations|Limitations]] | |||
:[[HY8:Vena Contracta|Vena Contracta]] | |||
---- | ---- | ||
;2. Building a Project | ;2. Building a Project | ||
:[[ | :[[HY8:Building a Project|Building a Project]] | ||
:[[ | :[[HY8:Locate Project|Locate Project]] | ||
:[[ | :[[HY8:Culvert Crossing Data|Culvert Crossing Data]] | ||
:[[ | :[[HY8:Run Analysis|Run Analysis]] | ||
:[[ | :[[HY8:Report Generation|Report Generation]] | ||
---- | ---- | ||
;3. Crossing Data | ;3. Crossing Data | ||
;3.1. General Data | ;3.1. General Data | ||
:[[ | :[[HY8:Crossings|Crossings]] | ||
:[[ | :[[HY8:Discharge Data|Discharge Data]] | ||
;3.2. Roadway Data | ;3.2. Roadway Data | ||
:[[ | :[[HY8:Roadway Data|Roadway Data]] | ||
:[[ | :[[HY8:Roadway Profile|Roadway Profile]] | ||
;3.3. Tailwater Data | ;3.3. Tailwater Data | ||
:[[ | :[[HY8:Tailwater Data|Tailwater Data]] | ||
:[[ | :[[HY8:Channel Shape|Channel Shape]] | ||
:[[ | :[[HY8:Rating Curve|Rating Curve]] | ||
:[[ | :[[HY8:Constant Tailwater Elevation|Constant Tailwater Elevation]] | ||
;3.3.1. Irregular Channel | ;3.3.1. Irregular Channel | ||
:[[ | :[[HY8:Irregular Channel|Irregular Channel]] | ||
:[[ | :[[HY8:Irregular Channel Error|Irregular Channel Error]] | ||
---- | ---- | ||
;4. Culvert Data | ;4. Culvert Data | ||
;4.1. Culvert Data | ;4.1. Culvert Data | ||
:[[ | :[[HY8:Culvert Data|Culvert Data]] | ||
:[[ | :[[HY8:Shapes|Shapes]] | ||
:[[ | :[[HY8:Material|Material]] | ||
:[[ | :[[HY8:Plastic Pipe Materials|Plastic Pipe Materials]] | ||
:[[ | :[[HY8:Concrete Open Bottom Arch|Concrete Open Bottom Arch]] | ||
:[[ | :[[HY8:South Dakota Concrete Box|South Dakota Concrete Box]] | ||
:[[ | :[[HY8:Culvert Type|Culvert Type]] | ||
:[[ | :[[HY8:Broken Back Culverts|Broken Back Culverts]] | ||
:[[ | :[[HY8:Inlet Configurations|Inlet Configurations]] | ||
:[[HY8:Inlet Depression|Inlet Depression]] | |||
:[[HY8:Embedment Depth|Embedment Depth]] | |||
;4.2. Site Data | ;4.2. Site Data | ||
:[[ | :[[HY8:Site Data Input Option|Site Data Input Option]] | ||
:[[ | :[[HY8:Culvert Invert Data|Culvert Invert Data]] | ||
:[[ | :[[HY8:Embankment Toe Data|Embankment Toe Data]] | ||
---- | |||
;5. Analysis | |||
;5.1. General | |||
:[[HY8:Project Units|Project Units]] | |||
:[[HY8:Roadway Overtopping|Roadway Overtopping]] | |||
;5.2. Head Water Computations | |||
;5.2.1. Inlet Control | |||
:[[HY8:Inlet Control Computations|Inlet Control Computations]] | |||
:[[HY8:Polynomial Generation|Polynomial Generation]] | |||
:[[HY8:Polynomial Coefficients|Polynomial Coefficients]] | |||
;5.2.2. Outlet Control | |||
:[[HY8:Outlet Control Computations|Outlet Control Computations]] | |||
:[[HY8:Exit Loss Options|Exit Loss Options]] | |||
:[[HY8:Hydraulic Jump Calculations|Hydraulic Jump Calculations]] | |||
;5.3. Tables and Plots | |||
:[[HY8:Tables and Plots|Tables and Plots]] | |||
:[[HY8:Crossing Summary|Crossing Summary]] | |||
:[[HY8:Culvert Summary|Culvert Summary]] | |||
:[[HY8:Water Surface Profiles|Water Surface Profiles]] | |||
:[[HY8:Tapered Inlet|Tapered Inlet]] | |||
:[[HY8:Customized|Customized]] | |||
:[[HY8:Controlling Plot Display Options|Controlling Plot Display Options]] | |||
---- | |||
;6. Energy Dissipation | |||
:[[HY8:Energy Dissipators|Energy Dissipators]] | |||
;6.1. Scour Hole Geometry | |||
:[[HY8:Scour Hole Geometry|Scour Hole Geometry]] | |||
;6.2. Internal Energy Dissipators | |||
:[[HY8:Increased Resistance in Culverts|Increased Resistance in Culverts]] | |||
:[[HY8:Tumbling Flow|Tumbling Flow]] | |||
:[[HY8:USBR Type IX Baffled Apron|USBR Type IX Baffled Apron]] | |||
;6.3. External Dissipators | |||
;6.3.1. Drop Structures | |||
:[[HY8:Drop Structures|Drop Structures]] | |||
:[[HY8:Box Inlet Drop Structure|Box Inlet Drop Structure]] | |||
:[[HY8:Straight Drop Structure|Straight Drop Structure]] | |||
;6.3.2. Stilling Basin | |||
:[[HY8:Stilling Basins|Stilling Basins]] | |||
:[[HY8:USBR Type III Stilling Basin|USBR Type III Stilling Basin]] | |||
:[[HY8:USBR Type IV Stilling Basin|USBR Type IV Stilling Basin]] | |||
:[[HY8:Saint Anthony Falls (SAF Stilling Basin)|Saint Anthony Falls (SAF Stilling Basin)]] | |||
;6.3.3. Streambed level Structures | |||
:[[HY8:Streambed Level Structures|Streambed Level Structures]] | |||
:[[HY8:Colorado State University (CSU) Rigid Boundary Basin|Colorado State University (CSU) Rigid Boundary Basin]] | |||
:[[HY8:Riprap Basin and Apron|Riprap Basin and Apron]] | |||
:[[HY8:Contra Costa Basin|Contra Costa Basin]] | |||
:[[HY8:Hook Basin|Hook Basin]] | |||
:[[HY8:USBR Type VI Impact Basin|USBR Type VI Impact Basin]] | |||
---- | |||
;7. Aquatic Organism Passage | |||
:[[HY8:AOP|Aquatic Organism Passage]] | |||
;7.1. Stream Simulation | |||
:[[HY8:AOP_Stream_Simulation |Stream Simulation]] | |||
:[[HY8:AOP SS Input Reach Data|Input Reach Data]] | |||
:[[HY8:AOP_SS_Gradations|Gradation Data]] | |||
:[[HY8:AOP_SS_Align_and_Size_Culvert|Align and Size Culvert]] | |||
:[[HY8:AOP_SS_Results_Table|Results Table]] | |||
---- | |||
;8. Low Flow Hydraulics | |||
:[[HY8:LOWFLOW_Method|Low Flow Hydraulics Method]] | |||
;8.1. Low Flow Hydraulics Interface | |||
:[[HY8:LOWFLOW_SS_Input_Data|Input Data]] | |||
:[[HY8:LOWFLOW_SS_Gradations|Gradation Data]] | |||
:[[HY8:LOWFLOW_SS_Align_and_Size_Culvert|Align and Size Culvert]] | |||
:[[HY8:LOWFLOW_SS_Results_Table|Results Table]] | |||
---- | |||
;9. Troubleshooting | |||
:[[HY8:Troubleshooting|Troubleshooting]] | |||
{{DEFAULTSORT:HY8 User Manual 7.5}} | |||
[[Category:Books]] | |||
[[Category:User Manuals]] |
Latest revision as of 19:07, 2 March 2018
HY-8 User Manual
HY-8 Culvert Analysis Program
- 1. Introduction
- Introduction
- Getting Started
- Layout
- Differences from DOS HY-8
- Limitations
- Vena Contracta
- 2. Building a Project
- Building a Project
- Locate Project
- Culvert Crossing Data
- Run Analysis
- Report Generation
- 3. Crossing Data
- 3.1. General Data
- Crossings
- Discharge Data
- 3.2. Roadway Data
- Roadway Data
- Roadway Profile
- 3.3. Tailwater Data
- Tailwater Data
- Channel Shape
- Rating Curve
- Constant Tailwater Elevation
- 3.3.1. Irregular Channel
- Irregular Channel
- Irregular Channel Error
- 4. Culvert Data
- 4.1. Culvert Data
- Culvert Data
- Shapes
- Material
- Plastic Pipe Materials
- Concrete Open Bottom Arch
- South Dakota Concrete Box
- Culvert Type
- Broken Back Culverts
- Inlet Configurations
- Inlet Depression
- Embedment Depth
- 4.2. Site Data
- Site Data Input Option
- Culvert Invert Data
- Embankment Toe Data
- 5. Analysis
- 5.1. General
- Project Units
- Roadway Overtopping
- 5.2. Head Water Computations
- 5.2.1. Inlet Control
- Inlet Control Computations
- Polynomial Generation
- Polynomial Coefficients
- 5.2.2. Outlet Control
- Outlet Control Computations
- Exit Loss Options
- Hydraulic Jump Calculations
- 5.3. Tables and Plots
- Tables and Plots
- Crossing Summary
- Culvert Summary
- Water Surface Profiles
- Tapered Inlet
- Customized
- Controlling Plot Display Options
- 6. Energy Dissipation
- Energy Dissipators
- 6.1. Scour Hole Geometry
- Scour Hole Geometry
- 6.2. Internal Energy Dissipators
- Increased Resistance in Culverts
- Tumbling Flow
- USBR Type IX Baffled Apron
- 6.3. External Dissipators
- 6.3.1. Drop Structures
- Drop Structures
- Box Inlet Drop Structure
- Straight Drop Structure
- 6.3.2. Stilling Basin
- Stilling Basins
- USBR Type III Stilling Basin
- USBR Type IV Stilling Basin
- Saint Anthony Falls (SAF Stilling Basin)
- 6.3.3. Streambed level Structures
- Streambed Level Structures
- Colorado State University (CSU) Rigid Boundary Basin
- Riprap Basin and Apron
- Contra Costa Basin
- Hook Basin
- USBR Type VI Impact Basin
- 7. Aquatic Organism Passage
- Aquatic Organism Passage
- 7.1. Stream Simulation
- Stream Simulation
- Input Reach Data
- Gradation Data
- Align and Size Culvert
- Results Table
- 8. Low Flow Hydraulics
- Low Flow Hydraulics Method
- 8.1. Low Flow Hydraulics Interface
- Input Data
- Gradation Data
- Align and Size Culvert
- Results Table
- 9. Troubleshooting
- Troubleshooting