On Step Approximation for Roseau's Analytical Solution of Water Waves

Table 2

Reflection by a rectangle obstacle and comparison with the solution of Mei and Black [15].

𝐾,𝑏/𝐻	0.17, 2	0.06, 4	0.03, 6
IEMM (𝑁=𝐿=10)	0.318114	0.328488	0.330839
IEMM (𝑁=𝐿=50)	0.318261	0.328517	0.330844
IEMM (𝑁=𝐿=100)	0.318271	0.328519	0.330845
IEMM (𝑁=𝐿=200)	0.318275	0.328520	0.330845
IEMM (𝑁=𝐿=300)	0.318277	0.328520	0.330845
DEMM (𝑁=𝐿=300)	0.318277	0.328520	0.330845
TM (𝐿=0,𝑁=50)	0.318266	0.328301	0.330648
TM (𝐿=0,𝑁=100)	0.318268	0.328302	0.330649
TM (𝐿=0,𝑁=200)	0.318268	0.328302	0.330649
Mei and Black [15] (𝐿=5,𝑁=25)	0.318330	0.328524	0.330841
Plane-wave (𝑁=𝐿=0)	0.286598	0.319753	0.327476