Charleston Harbor Shoaling Problem PDF Download
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Author:
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Category : Charleston (S.C.)
Languages : en
Pages : 108
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Book Description
Author:
Publisher:
ISBN:
Category : Charleston (S.C.)
Languages : en
Pages : 108
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Book Description
Author: United States. Army. Corps of Engineers. Committee on Tidal Hydraulics
Publisher:
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Category : Georgetown, S. C.
Languages : en
Pages : 112
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Book Description
Author: J. Neiheisel
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Category : Brunswick (Ga.)
Languages : en
Pages : 50
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Book Description
The use of clay mineral ratios in conjunction with diagnostic silt and sand-size heavy minerals from bottom sediment samples within the physiographic units comprising the watersheds which terminate in estuaries along the South Carolina and Georgia coast provides a process-response model capable of delineating the source, transportation direction, and manner of deposition of shoaling materials in a harbor area. Analysis of suspended samples obtained during the tidal cycle at stations from approach directions and within the estuary for composition, concentration, texture, and salinity also enables delineation of circulation patterns of the estuary. (Author).
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Charleston (S.C.)
Languages : en
Pages : 264
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 308
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 138
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Book Description
Author: United States. Army. Corps of Engineers. Committee on Tidal Hydraulics
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 366
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Book Description
Tracings: 18.90, 19.41, 64.71, 68.47, 92.38, 95.03, G415.6
Author: United States. Army. Corps of Engineers
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Category : Harbors
Languages : en
Pages : 432
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Book Description
Author:
Publisher:
ISBN:
Category : Hydraulics
Languages : en
Pages : 418
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Book Description
Author: Allen M. Teeter
Publisher:
ISBN:
Category : Banks (Oceanography)
Languages : en
Pages : 114
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Book Description
This report summarizes analyses relating to sediment flushing from Charleston Harbor using salinity, suspended sediment, and velocity data from a total of 11 tidal surveys and from long-term monitors. The US Army Corps of Engineers rediversion project was designed to return the Cooper River to inflows of 3,000 cfs or slightly higher, and greatly reduce Charleston Harbor shoaling. Harbor monitoring was conducted before and after rediversion for the purpose of recommending an appropriate rediversion inflow level. Harbor conditions were considered optimum if the harbor was well-flushed and if shoaling conditions were similar to the base condition defined for the project (3,000 cfs). Harbor conditions were found to be optimum between 3,000 and 4,500 cfs, and this flow range was recommended as the weekly average flow from Pinopolis Dam. (fr).
