HY8:Inlet Configurations: Difference between revisions
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==''Related Topics''== | ==''Related Topics''== | ||
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:* [[WMS:HY-8 Culvert Invert Data|Culvert Invert Data]] | :* [[WMS:HY-8 Culvert Invert Data|Culvert Invert Data]] | ||
:* [[WMS:HY-8 Embankment Toe Data|Embankment Toe Data]] | :* [[WMS:HY-8 Embankment Toe Data|Embankment Toe Data]] | ||
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Revision as of 14:55, 1 July 2011
You can select from the following inlet edge conditions which are available according to the selected culvert shape. The following inlet conditions are available (see drawing), but may not apply to all shapes or materials:
- Projecting
- Grooved end with headwall (0.05 X 0.07D)
- Grooved end projecting (0.05 X 0.07D)
- Square edge with headwall
- Beveled
- Mitered to conform with fill slope
- Headwall
The user can select only one inlet condition for each culvert. Detailed explanations of these inlet conditions can be found in FHWA Publication HDS No. 5 (2001) bundled with the program.
- NOTE: HDS-5 notes that "Flared end sections made of either metal or concrete, are the sections commonly available from manufacturers. From limited hydraulic tests they are equivalent in operation to a headwall in both inlet and outlet control. Some end sections, incorporating a closed taper in their design have a superior hydraulic performance. These latter sections can be designed using the information given for the beveled inlet"
Related Topics
Introduction
Culvert Data
Culvert Data
Site Data