1 Calculations

Select a formula family and provide the corresponding input parameters.
Lacey options are typical for anti‑scour depth at barrages & headworks; HEC‑18 for local pier scour.
Max scour depth dmax ≈ Kloc · R (R = normal scour depth from Lacey).
For scour‑depth‑based formulas: dfoundation = γsafety · dmax or ys.