A combination office study, field data collection, and numerical model study was used to determine the principal causes of shoaling at Green Harbor, MA. Results of a year-long data collection effort which obtained directional wave information offshore of the harbor entrance revealed that the harbor is subjected to waves of over 12-sec periods. Results of the wave refraction study and sediment transport calculation formed the basis of the sediment budget which identified the major sediment sources for each of the shoals within the tidal inlet system. The conclusion of the study recommends several methods for decreasing the dredge return frequency at Green Harbor.
Inlet Hydraulics at Green Harbor, Marshfield, Massachusetts
Miscellaneous Paper ; CERC-88-10
1988
8188491
Report
Elektronische Ressource
Englisch
A Simple Computer Model for Evaluating Coastal Inlet Hydraulics
HENRY – Bundesanstalt für Wasserbau (BAW) | 1977
|Field Data Collection Report: Boston Harbor Project, Massachusetts
HENRY – Bundesanstalt für Wasserbau (BAW) | 1991
|Procedures for Preliminary Analysis of Tidal Inlet Hydraulics and Stability
HENRY – Bundesanstalt für Wasserbau (BAW) | 1977
|Inlet Processes at Eel Pond, Falmouth, Massachusetts
HENRY – Bundesanstalt für Wasserbau (BAW) | 1984
|