Ponce de Leon Inlet, Florida, Site Investigation PDF Download
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Author: David Byron King
Publisher:
ISBN:
Category : Inlets
Languages : en
Pages : 190
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Author: David Byron King
Publisher:
ISBN:
Category : Inlets
Languages : en
Pages : 190
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author:
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Category :
Languages : en
Pages :
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Author: Gary A. Zarillo
Publisher:
ISBN:
Category : Inlets
Languages : en
Pages : 39
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Author: United States. Army. Corps of Engineers. Jacksonville District
Publisher:
ISBN:
Category : Beach erosion
Languages : en
Pages : 926
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Author: David B. King
Publisher:
ISBN:
Category :
Languages : en
Pages : 0
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Book Description
The U.S. Army Corps of Engineers, Coastal Inlets Research Program, conducted a long-term comprehensive monitoring program at Ponce de Leon Inlet, Florida, beginning in September 1995 and ending in October 1997. The monitoring program consisted of multiple gauge sites to collect data on wave height, wave period, wave direction, water level, current velocity, and wind velocity. Additional data were obtained through bathymetry surveys, the collection of sediment samples, and inlet monitoring with video imagery and aerial photography. This report describing the available data, discusses the data collection and processing procedures used, and presents examples of the data collected during three time periods of interest.
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Category :
Languages : en
Pages : 51
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Field-data collection was conducted at Ponce de Leon Inlet, Florida, from 21 August 1997 through 1 November 1997 to measure wind waves, water level, and current. Six monitoring stations were deployed, one on the ebb shoal, three within the inlet, and two in the back bay north and south of the inlet. Wave data were collected in the inlet and on the ebb shoal, while water level and current were measured at all stations. During the measurement interval, waves approached predominantly from the northeast. Significant wave heights were greatest over the ebb shoal (average 0.9 m) and were reduced at the inlet stations (average of 0.6 m). Average wave period was between 8 and 9 sec, and maximum period was 14 sec. The tide at all inlet and bay stations exhibited flood dominance and exhibited net landward-directed flow. Flood dominance was strongly exhibited in the back bay and at one interior station south of the inlet; the flow rarely changed from flood to ebb. Tidal attenuation was greatest at measurement locations far from the inlet. Comparison of M2 amplitudes of water level suggests that the Coronado Beach Bridge, located south of the inlet, may be responsible for strong dissipation of tidal energy.
Author: United States. Army. Corps of Engineers. Jacksonville District
Publisher:
ISBN:
Category : Ponce de Leon (Fla.)
Languages : en
Pages :
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Author: United States. Army. Corps of Engineers. Jacksonville District
Publisher:
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Category : Environmental impact analysis
Languages : en
Pages :
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Author: United States. Army. Corps of Engineers. Jacksonville District
Publisher:
ISBN:
Category : Coastal engineering
Languages : en
Pages :
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