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Hydraulic Design of Highway Culverts - DOT On-Line Publications

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It is also advantageous to consider approach and downstream velocities in the design <strong>of</strong> low<br />

head installations. Equation (6) should be used instead <strong>of</strong> Equation (7) to calculate headwater<br />

depth (HWo) in outlet control. In inlet control, the approach velocity head should be considered<br />

to be a part <strong>of</strong> the available headwater when using the inlet control nomographs.<br />

Sag culverts, called "inverted siphons," are <strong>of</strong>ten used to convey irrigation waters under<br />

roadways (Figure VI-2). This type <strong>of</strong> culvert <strong>of</strong>fers the advantage <strong>of</strong> providing adequate vertical<br />

clearance for the pipe under the roadway pavement and subgrade. A possible disadvantage <strong>of</strong><br />

a sag culvert is clogging due to sediment. The design is not recommended for use on streams<br />

with high sediment loads. Sag culverts require the use <strong>of</strong> bends and inclusion <strong>of</strong> their related<br />

energy losses. Losses due to bends are covered in the next section.<br />

3. Bends. A straight culvert alignment is desirable to avoid clogging, increased construction<br />

costs, and reduced hydraulic efficiency. However, site conditions may dictate a change <strong>of</strong><br />

alignment, either in plan or in pr<strong>of</strong>ile. A change <strong>of</strong> alignment in pr<strong>of</strong>ile to avoid costly excavation<br />

is generally referred to as a "broken back" culvert. (Figure VI-3). Horizontal bends may also be<br />

used to avoid obstacles or realign the flow (Figure VI-4). When considering a nonlinear culvert<br />

alignment, particular attention should be given to erosion, sedimentation, and debris control.<br />

In designing a nonlinear culvert, the energy losses due to the bends must be considered. If the<br />

culvert operates in inlet control, no increase in headwater occurs. If the culvert operates in<br />

outlet control, a slight increase in energy losses and headwater will result due to the bend<br />

losses. To minimize these losses, the culvert should be curved or have bends not exceeding<br />

15-degrees at intervals <strong>of</strong> not less than 50 feet (15m) (30). Under these conditions, bend losses<br />

can normally be ignored.<br />

Figure VI-4--Culvert with a Horizontal Bend (Contech)<br />

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