Non Timber Forest Products Profile For The

PCI Bridge Design Manual - 3rd Edition, First Release ...

Location of the abutments is a function of the profile grade of the bridge, the minimum vertical and horizontal clearances required, and the type and rate of end slope. 6.3.3 Hydraulics . Pier shapes that streamline flow and reduce scour are recommended. Consideration is based on the anticipated depth of scour at the bridge piers.

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