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Hydraulic Design of Highway Culverts - DOT On-Line Publications

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design a rectangular side-tapered inlet for a circular pipe culvert, use the design nomographs in<br />

Appendix D for rectangular side-tapered inlets. Additional head can be provided on the throat<br />

control section <strong>of</strong> a side-tapered inlet by constructing a depression upstream <strong>of</strong> the face section.<br />

The depression designs are the same as for box culverts.<br />

b. Slope-Tapered Inlets. Rectangular inlets are adapted to pipe culverts as shown in Figure IV-<br />

13. The slope-tapered inlet is connected to the pipe culvert by use <strong>of</strong> a square to circular<br />

transition. The design <strong>of</strong> the slope-tapered inlet is the same as for box culverts. There are two<br />

throat sections, one square and one circular, but the circular throat section will control the flow<br />

because the area is much smaller than the square throat section.<br />

Figure IV-13--Slope-Tapered Inlet, Circular Pipe Culvert<br />

2. Multiple Barrel <strong>Design</strong>s. Each barrel <strong>of</strong> the culvert must have an individual side-tapered<br />

inlet with a non-rectangular face design. For rectangular side-tapered inlets with a square to<br />

round transition, double barrel designs are the same as for box culverts. However, the center<br />

wall at the transition must be flared to provide adequate space between the pipes for proper<br />

backfill and compaction. The amount <strong>of</strong> flare required will depend on the size <strong>of</strong> the pipes and<br />

the construction techniques used. No more than two circular barrels may be feed from the throat<br />

section <strong>of</strong> a rectangular side-tapered inlet.<br />

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