East Harbor

UNDER CONSTRUCTION

Figure 1. East Harbor, Massachusetts, Historical inlet location (a, left) and present-day culvert opening (b, right) (USACE, 1868; MassGIS, 2003) .

East Harbor is an example of a tidally-restricted estuary located north of Truro, Massachusetts, on Cape Cod. The site consists of three main components; Pilgrim Lake, Moon Pond and Salt Meadows. The Harbor is connected to Cape Cod Bay by a 2.2 m2 area by 200-m long culvert leading to a poorly flushed marsh area which in turn empties into a lake and marsh system. The original inlet located at the north end of the estuary (Figure 1a) was closed by the construction of a dike in 1869. The motivation behind this closure was to reduce or eliminate the erosion occurring on the seaward side of East Harbor and later provided railroad access to Provincetown (USACE, 1868; NOAA, 2006) Tidal access to the estuary was relocated at the southern end of the estuary with a fixed culvert with dimensions 1.1 m by 2 m (Figure 1b). This closure significantly changed hydrodynamics of the system and sediment transport on Cape Cod Bay and within the estuary.

The goal of this study is to evaluate alternatives for increasing the tidal range in East Harbor, which will improve tidal flushing and water quality. The CMS model will be used to determine not only the effect a variety of inlet configurations will have on the system in terms of flushing but also examine the nearshore response. Preliminary analysis of the site using a 1D Escoffier – Inlet Equilibrium model (CEA; Seabergh and Kraus ) indicated the stable equilibrium for a natural inlet reopened at the site is approximately 340 m2, and the minimum cross-section is 10 m2. However, the present land ownership limitations at the site are a maximum width of 23 m.

Model Setup

Table 1. Sediment transport and morphology parameters in the CMS

Parameter	Value
Formulation
Sediment Transport Formula
Bed Load Scaling Factor
Suspended Load Scaling Factor
Sediment Porosity
Bed Slope Coefficient
Morphologic Acceleration Factor
Total Load Adaptation Length Method
Adaptation Length

Validation

Discussion

• For a definition of the goodness of fit statistics see Goodness of fit statistics

References

• Watts, I. M., Rosati, J. D., Borelli, M. (2010) "Re-Establishing a Historical Inlet at East Harbor, Cape Cod" Coastal Sediments '11 Conference Proceedings, In Press
• Headquarters, U.S. Army Corps of Engineers. (1868). “Provincetown Harbor, Massachusetts.” Annual Report of the Secretary of War: Appendix RS, 828-829.

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