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Coastal Engineering: Theory and Practice
where the moment réduction factor, rm is given by
when 0.5 < - < 1.0
y
rm = 1.0 when - > 1.0
y
These équations are valid when either the wave crest or wave trough is
at the structure, provided the correct value of y is used.
Fig. 8.9 Réduction factor.
Coastal Engineering: Theory and Practice
where the moment réduction factor, rm is given by
when 0.5 < - < 1.0
y
rm = 1.0 when - > 1.0
y
These équations are valid when either the wave crest or wave trough is
at the structure, provided the correct value of y is used.
Fig. 8.9 Réduction factor.