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    Effect of Wave-Enhanced Bottom Friction on Storm-Driven Circulation in Massachusetts Bay 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Richard P. Signell; Jeffrey H. List
    Publisher: American Society of Civil Engineers
    Abstract: Massachusetts Bay is a shallow (35 m average depth) semienclosed embayment, roughly 100 × 50 km, which opens into the Gulf of Maine at its eastern boundary. Surface waves associated with winter storm winds from the northeast ...
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    Hydrodynamic Forcing and Sediment Character in Boston Harbor 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Thomas M. Ravens; Ole S. Madsen; Richard P. Signell; E. Eric Adams; Philip M. Gschwend
    Publisher: American Society of Civil Engineers
    Abstract: Calculated annual excess skin friction stress at various locations in Quincy Bay (outer Boston Harbor) was found to be correlated positively with sediment sand content. The correlation was optimized when a critical shear stress (τ
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