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Table 2 Numerical flow test conditions for arrayed cylinder and canopied-tree models: initial flow speed \({\hat{u}}_1\) and depth \({\hat{h}}\)

From: On the flow conditions requiring detailed geometric modeling for multiscale evaluation of coastal forests

Case

Inflow speed \({\hat{u}}_1 [\text {m}\,\text {s}^{-1}] \)

Inflow depth \({\hat{h}}\) [m]

Fr \(={\hat{u}}_1/\sqrt{g {\hat{h}}}\)

A-1

0.30

0.15

0.25

A-2

0.50

0.15

0.41

B-1

0.30

0.25

0.19

B-2

0.50

0.25

0.32