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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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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