Columbus Street Terminal Sedimentation Control System Installation, Charleston, SC


 

 

CTT provided complete engineering design services—structural, marine, mechanical (Cribb Consulting Engineers) and hydraulic engineering services—in the coordination, planning and design of support and utilities for the installation of a sedimentation control system with vendor provided units by Scour Systems, Inc. for the existing container berth at the Columbus Street Terminal of the SCSPA to eliminate future dredging requirements. Two systems consisting of five (5) 36-inch diameter turbo scour units (TSU’s) each were arranged in a scour array on the outboard edge of the terminal pier to accomplish the sedimentation control along the container berth for approximately 1600 feet from the eastern end. Scour Systems, Inc. performed the proprietary design of the sedimentation control system. The sedimentation control system enhances the water velocity within the container berth during each outgoing tidal cycle with the intention of re-suspending sediment deposits and moving into the current of the tidal cycle once an initial dredge event occurs.

 

Steel pipe piles were installed as guide piles with steel guide rails welded to the pile to provide a track for turbo scour units to be raised and lowered for service. In that no permanent lifting mechanisms could remain in-place, a temporary/portable service platform was designed for maintenance of the TSU’s. A mobile crane with a capacity of 5 tons is used to lift the TSU’s out for servicing and maintenance.

 

A new pile supported control room building was also designed to be located on the inboard face of the pier and contains the new control room for both systems as well as separate pump rooms for each system. Rigid hydraulic header lines (hydraulic pressure, return and case drain) were supported and extended under the pier from the control building for each system along with branches to each unit. New dock boxes were constructed to house the control valves and other controls at each TSU. Expansion loops were designed for pipe expansion.

 

Due to the draft of the post-Panamax container ships as well as a required scanning angle of up to 12º off of the pier face, the existing fender pile system required removal of up to 6 fender piles at each TSU. New Trellex/Metso Minerals fender panel systems were designed and installed to provide adequate moorage equal to or exceeding the capacity of the existing fender pile system. 


CLOSE

Copyright © 2010 Criser Troutman Tanner Consulting Engineers
All Rights Reserved | Privacy Policy |
Webmaster