velocity pressures on bridge piers
velocity pressures on bridge piers
(OP)
I am looking for some basic guidelines on calculating loads on a bridge pier due to 100-yr flood elevations. I assume 10 feet per second velocity, then what??
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RE: velocity pressures on bridge piers
The drag is proportional to the square of the velocity--a standard fluid mechanics text will have the same relationship. However, the appropriate drag coefficient is a matter of code.
A real slow drag.
RE: velocity pressures on bridge piers
P = KV^2
P = Pressure on pier in psf
V = stream velocity in fps
K = pier shape factor==>2/3 for circular piers
1/2 for angle ends L<30deg
1 3/8 for square ends.
This was too simple, effective, and useful so AASHTO had to change it.
Best Tincan