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Hydraulics Engineering

 

Culvert Hydraulic Performance

The Federal Highway Administration's Turner-Fairbank Highway Research Center J. Sterling Jones Hydraulics Research Laboratory can physically model culverts to evaluate how size, shape, tailwater, and inlet configuration affect hydraulic performance.

The photo shows the culvert setup in the FHWA Hydraulics Laboratory with the model barrel between the head and tail boxes.
Culvert performance experimental setup.

The laboratory has performed studies for several State departments of transportation to evaluate innovative inlet configurations and develop performance coefficients to assist in design. Culvert experiments have also been performed for the Federal Emergency Management Agency to support floodplain delineation.

Inlet design

The inlet efficiency of a culvert is known to have a significant effect on the hydraulic performance of the culvert.

These box culvert diagrams show the key components of double-barreled field-cast inlets, including the top and bottom plates, crowns, wingwalls, and corner fillets. A primary difference between the two inlets (this one and the one below it) is that the precast example features a straight wingwall, whereas the field-cast example shows a flared wingwall, which helps the culvert act more like a funnel.
Experimental model 1 of culvert inlet designs.

This box culvert diagram shows the key components of double-barreled precast inlets, including the top and bottom plates, crowns, wingwalls, and corner fillets. A primary difference between the two inlets (this one and the one above it) is that the precast example features a straight wingwall, whereas the field-cast example shows a flared wingwall, which helps the culvert act more like a funnel.
Experimental model 2 of culvert inlet designs.

Investigating culvert performance with differing inlet designs in the laboratory can lead to generally applicable design guidelines or can assist in selecting an appropriate inlet at a specific highway stream crossing with particularly difficult constraints. 

 
This page last modified on 08/07/07
 

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United States Department of Transportation - Federal Highway Administration