Hydraulic Design of Highway Culverts - DOT On-Line Publications
Hydraulic Design of Highway Culverts - DOT On-Line Publications
Hydraulic Design of Highway Culverts - DOT On-Line Publications
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Tables, charts, and formulas are available from manufacturers to streamline the process <strong>of</strong><br />
structural design. The "Structural <strong>Design</strong> Manual for Improved Inlets and <strong>Culverts</strong>," published by<br />
FHWA, is an excellent reference (26). Methods for hand calculation and computer solution are<br />
presented for reinforced concrete box culverts, and for circular and elliptical pipe culverts. The<br />
structural design <strong>of</strong> improved inlets is included, along with standard plans for headwalls,<br />
wingwalls, side-tapered and slope-tapered culverts.<br />
2. Floatation and Anchorage. Flotation is the term used to describe the failure <strong>of</strong> a culvert<br />
due to the tremendous uplift forces caused by buoyancy. The buoyant force is produced when<br />
the pressure outside the culvert is greater than the pressure in the barrel. This occurs in a<br />
culvert in inlet control with a submerged upstream end. The phenomenon can also be caused<br />
by debris blocking the culvert end or by damage to the inlet. The resulting uplift may cause the<br />
outlet or inlet ends <strong>of</strong> the barrel to rise and bend. Occasionally, the uplift force is great enough<br />
to dislodge the embankment. Generally, only flexible barrel materials are vulnerable to failure <strong>of</strong><br />
this type because <strong>of</strong> their light weight and lack <strong>of</strong> resistance to longitudinal bending (38). Large,<br />
projecting or mitered corrugated metal culverts are the most susceptible (Figure VI-33). In<br />
some instances, high entrance velocities will pull the unanchored inlet edges into the culvert<br />
barrel, causing blockage and additional damage. Events have been recorded in which the<br />
culvert barrel has been turned inside out by the forces <strong>of</strong> the flow.<br />
Figure VI-33--Unanchored Mitered End<br />
A number <strong>of</strong> precautions can be taken by the designer to guard against flotation and damages<br />
due to high inlet velocities. Steep fill slopes which are protected against erosion by slope paving<br />
help inlet and outlet stability (Figure VI-34). Large skews under shallow fills should be<br />
avoided. Rigid pipe susceptible to separation at the joints can be protected with commercially<br />
available tie bars.<br />
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