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Venice Hot Spots |
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| | Ranges |
Description | Comments |
|---|
1995 Report
CT (1995) |
116-117 | South of the inlet and rock revetment. |
Erosion is due to a deficit of material transport into the fill area as a result of the inlet. |
| 121 | |
23.1 cy/ft of shoreline was eroded due to the protrusion 50-75 feet seaward of a line
connecting the shoreline north & south of R-121.
Due to wave refraction, the wave energy is concentrated toward the protruded shoreline. |
1997 Report
CT (1997) |
121, 125, 128 | |
Protusion of the fill as a result of the configuration of the pre-fill shoreline. |
| 131-133 | |
Erosion may be due to "end-effects" and is expected to occur. |
2000 Report
CT (2000) |
125 | |
Lost a total of 51.5 cy/ft, the highest in the project (between 9-97 & 9-99). |
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