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Hydraulic Design of Highway Culverts - DOT On-Line Publications

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Figure VI-20--Fill Warped to Avoid Inlet Skew<br />

Figure VI-21--Double Barrel Box Culvert<br />

There are problems associated with the use <strong>of</strong> multiple barrel culverts. The most significant<br />

problems involve sedimentation and debris. In alluvial channels, normal flows will tend to pass<br />

through one <strong>of</strong> the barrels, while sediment and debris collect in the others. To reduce this<br />

problem, it is good practice to install one barrel at the flow line <strong>of</strong> the stream and the others at<br />

higher elevations (Figure VI-22). This will encourage the flow to follow the lower barrel.<br />

Sediment and debris accumulation in the other barrels will be reduced since the barrels will only<br />

be used to convey higher than normal flows.<br />

The nomographs <strong>of</strong> this publication can be used to determine the capacity <strong>of</strong> multiple barrel<br />

culverts with only minor alterations. The nomographs provide the culvert discharge rate per<br />

162

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