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Advances in Bridge Engineering

Table 2 Parameter settings of the numerical simulation

From: Experimental and numerical investigation into the local scour of bridge cofferdam with anti-scour ribs

Test

Anti-scour rib

L

G

Shapes

#1

-

-

-

-

#2

√

0.075B

0.5B

square

#3

0.125B

#4

0.175B

#5

√

0.125B

0.25B

square

#6

0.75B

#7

√

0.125B

0.5B

L-shaped

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