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Author:
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ISBN:
Category :
Languages : en
Pages : 76
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 76
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Book Description
Author: United States. Army. Corps of Engineers
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Category : Cooper River (S.C.)
Languages : en
Pages : 254
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Book Description
Author: United States. Army. Corps of Engineers. Charleston District
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Category : Charleston (S.C.)
Languages : en
Pages : 240
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Author: United States. Army. Corps of Engineers
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Category : Charleston (S.C.)
Languages : en
Pages : 264
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Book Description
Author: Glenn G. Patterson
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Category : Sediment transport
Languages : en
Pages : 76
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Author:
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Category :
Languages : en
Pages : 308
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Author: United States. Army. Corps of Engineers
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Category : Charleston Harbor (S.C.)
Languages : en
Pages : 222
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Author: CORPS OF ENGINEERS CHARLESTON SC CHARLESTON DISTRICT.
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Category :
Languages : en
Pages : 280
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Book Description
This supplement report to the General Design Memorandum presents the results of further studies, including an up-to-date cost comparison, of three alternative solutions to the excessive shoaling problem in Charleston Harbor. The three primary alternatives compared are the Hydro Plan, the Price Inlet (Rt. B) Plan and the Energy Replacement Plan. The geographical features of these alternative plans are shown. Other plans investigated are reduced harbor maintenance, closing of Charleston Harbor and lump sum settlement.
Author: Allen M. Teeter
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Category : Banks (Oceanography)
Languages : en
Pages : 116
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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).
Author: United States. Army. Corps of Engineers. Committee on Tidal Hydraulics
Publisher:
ISBN:
Category : Charleston (S.C.)
Languages : en
Pages : 40
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