STORM-DRIVEN SHORELINE DYNAMICS ALONG A DEVELOPED RIVER MOUTH BARRIER ISLAND: MULTI-DECADAL CYCLES OF EROSION AND MITIGATION
Installation of river-mouth jetties in the early 20th century served to stabilize the inlet, allowing for the residential development of northern Plum Island, but triggering >100 yr of successive, multi-decadal (25–40 yr) cycles of beach erosion and accretion. Specifically, an erosion “hotspot” (a setback of the high-water line by ~100m) forms proximal to the inlet and migrates south along the beach over a period of 5–10 yr in response to the refraction of northeast storm waves around the ebb-tidal delta which is positioned more seaward than expected due the presence of constricting rock jetties. Growth of the delta progressively shifts the focus of storm wave energy further down-shore, replenishing updrift segments with sand through the detachment, landward migration, and shoreline-welding of ebb delta-associated swash bars. Monitoring of the most recent period of hotspot migration (2008–2014) demonstrated erosion of >30,000 m3 of sand along 350 m of beach in six months, followed by recovery, as the hotspot migrated further south.
Since the 1950s, in response to these erosion cycles, local residents and managers have attempted to protect the residential area with a variety of hard structures, which have provided protection to homes, but further enhance erosion elsewhere. Although there are general perceptions held by the local community about the need to plan for long-term coastal changes associated with sea-level rise and increased storminess, real-time mitigation tends to be reactive, responding to short-term (<5 yr) erosion threats. A collective consensus for best managing this area is lacking, and the development of a longer-term perspective needed for proper planning and adaptation has been elusive.