East Harbor: Difference between revisions
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[[Image:EastHarbor_InletLocations.jpg|thumb|right|500px|Figure 1. East Harbor, Massachusetts, Historical inlet location (a, left) and present-day culvert opening (b, right) (USACE, 1868; MassGIS, 2003) .]] | [[Image:EastHarbor_InletLocations.jpg|thumb|right|500px|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 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. | 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. | |||
Revision as of 21:41, 3 November 2010
UNDER CONSTRUCTION
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.