Maintenance Dredging Of Georgetown Harbor Georgetown County South Carolina PDF Download

Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Maintenance Dredging Of Georgetown Harbor Georgetown County South Carolina PDF full book. Access full book title Maintenance Dredging Of Georgetown Harbor Georgetown County South Carolina.

Maintenance of Georgetown Harbor to Project Depths

Maintenance of Georgetown Harbor to Project Depths
Author: CORPS OF ENGINEERS CHARLESTON SC CHARLESTON DISTRICT.
Publisher:
Total Pages: 15
Release: 1972
Genre:
ISBN:

Download Maintenance of Georgetown Harbor to Project Depths Book in PDF, ePub and Kindle

It is recommended that maintenance dredging in Georgetown Harbor be performed at 6-month intervals. Dredging depth would be 29 feet from the outer bar in the Atlantic ocean to Station 890+OO. Maintenance would be performed in this reach on an annual basis except for the reach between Stations 720+00 to 790+00 which would be on a biannual basis. Dredging depth would be 31 feet from Station 890+00 to the Georgetown turning basin including the side channel, with maintenance being performed on a biannual basis. Implementation of the plan would be at an estimated first cost to the Federal government of $1,058,400 for new work. Annual maintenance costs would increase $309,000, yielding a total annual maintenance cost of $1,339,000. Implementation of the plan would be contingent upon the sponsor's ability to provide a minimum of an additional 400 acres of suitable disposal areas. It is further recommended that implementation of the above be expedited as the future development of this harbor and the economic potential of the area will be affected.


Georgetown Harbor, South Carolina

Georgetown Harbor, South Carolina
Author: Michael J. Trawle
Publisher:
Total Pages: 177
Release: 1978
Genre: Channels (Hydraulic engineering)
ISBN:

Download Georgetown Harbor, South Carolina Book in PDF, ePub and Kindle

The Georgetown Harbor model, a fixed-bed model constructed to linear scale ratios of 1:800 horizontally and 1:80 vertically, reproduced a portion of the Atlantic Ocean, Winyah Bay including Mud Bay, North Inlet and marshes between Winyah Bay and North Inlet, the Sampit River including Georgetown Harbor, and the lower portions of the Pee Dee, Black, and Waccamaw Rivers and adjacent marshes. The model was equipped with necessary appurtenances for the accurate reproduction and measurement of tides, tidal currents, salinity intrusion, freshwater inflow, and shoaling distribution. The purposes of the model study were (1) to determine the effects on the hydraulic, salinity, and shoaling characteristics of a deepening from 27 to 35 ft of the main navigation channel to Georgetown Harbor and (2) to determine if present maintenance dredging can be reduced by proposed plans involving channel revisions, sediment traps, and freshwater flow diversion. These studies will be reported in later reports. Model verification tests, presented in this report, were conducted to ensure that the model hydraulic, salinity, and shoaling characteristics were in satisfactory agreement with those of the prototype. The agreements attained between model and prototype were considered satisfactory for the types of tests conducted in the model. (Author).


Georgetown Harbor, South Carolina. Report 2. Effects of Various Channel Schemes on Tides, Currents, and Shoaling. Hydraulic Model Investigation

Georgetown Harbor, South Carolina. Report 2. Effects of Various Channel Schemes on Tides, Currents, and Shoaling. Hydraulic Model Investigation
Author: Michael J. Trawle
Publisher:
Total Pages: 131
Release: 1979
Genre:
ISBN:

Download Georgetown Harbor, South Carolina. Report 2. Effects of Various Channel Schemes on Tides, Currents, and Shoaling. Hydraulic Model Investigation Book in PDF, ePub and Kindle

The Georgetown Harbor model, a fixed-bed model constructed to linear scale ratios of 1:800 horizontally and 1:80 vertically, reproduced a portion of the Atlantic Ocean, Winyah Bay including Mud Bay, North Inlet and marshes between Winyah Bay and North Inlet, the Sampit River including Georgetown Harbor, and the lower portions of the Pee Dee, Black, and Waccamaw Rivers and adjacent marshes. The model was equipped with necessary appurtenances for the accurate reproduction and measurement of tides, tidal currents, salinity intrusion, freshwater inflow, and shoaling distribution. The purposes of the model study were (a) to determine the effects on the hydraulic, salinity, and shoaling characteristics of a deepening from 27 to 35 ft of the main navigation channel to Georgetown Harbor and (b) to determine whether present maintenance dredging can be reduced by proposed plans involving channel revisions, sediment traps, and freshwater flow diversion. This report presents and analyzes the results of the testing of the following schemes: Western Channel and Turning Basin scheme (Plans 1, 1A, and 2-6), Marsh Island Channel and Turning Basic scheme (Plan 7), Upper Winyah Bay Side Channel Trap scheme (Plans 8 and 9), Inflow Diversion scheme (Plan 10), and Deepened Channel scheme (Plan 11).