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Appendix
Culvert Hydraulics (Outlet Control) - Pt. 1
Culvert Hydraulics (Outlet Control) - Pt. 2
Scour Protection / Manning's "N" Values
Discharge Coefficients for Roadway Overtopping
Manning's "N" for Open Channel Flow
Headwater Depth for Concrete Pipe Culvert w/ Inlet Control
Headwater Depth for Box Culverts w/ Inlet Control
Headwater Depth for C.M. Pipe Culverts w/ Inlet Control
Headwater Depth for RCP-A Culverts w/ Inlet Control
Head for Concrete Pipe Culverts Flowing Full n=0.012
Head for Concrete Box Culverts Flowing Full n=0.012
Head for Standard C.M. Pipe Culverts Flowing Full n=0.024
Head for Concrete Pipe Arch Flowing Full w/ Outlet Control n=0.012
Critical Depth Circular Pipe
Critical Depth Rectangle Section
Long Span Arch
Box Culvert
Pipe Arch
Pipe Culvert / Drainage
Design Data
Hydraulics
Appendix
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Last Updated June 7th, 2010.
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