Table 5 Hydronamic inputs for Juniper Cove case study, based on SWAN output of model wave height at the breakwater, which is station 6 in the preliminary design report80

From: Marsh restoration in front of seawalls is an economically justified nature-based solution for coastal protection

 

Return period

 

10-year

50-year

100-year

Wave period (s)

11

11

11

Still-water elevation (m NAVD88)

2.56

2.87

3.05

Wave height at breakwater (m)

1.16

1.28

1.34

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