The interaction of a linear water wave in a channel of constant depth
impinging on a vertical thin porous breakwater with a semi-submerged.
and fixed rectangular obstacle in front of it is investigated. The wat
er follows conventional assumptions as an irrotational, incompressible
, and inviscid fluid flow. The solid skeleton of the porous breakwater
is assumed to be rigid and thin. We get the general solution by apply
ing the eigenfunction expansion method and solve it with a numerical m
atrix solver. In order to verify the correctness of the general soluti
on, wave flume experiments are conducted. Two asymptotic solutions for
long and short incoming waves are also obtained. Both experiments and
asymptotic solutions show good agreement with the general solution at
proper limits. Finally, the effect of the fixed obstacle on the porou
s breakwater is discussed, and a general guide of how to obtain better
energy trapping is delivered. (C) 1998 Elsevier Science Limited. All
rights reserved.