Wenger 72944 Especificações Página 249

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Section 6 The Selected Alternative Plan
EAA Storage Reservoirs Revised Draft PIR and EIS February 2006
6-21
6.4.2.1.4 Steel Sheet Pile
EM 1110-2-2504, Design of Sheet Pile Walls is used to design wing walls and
cofferdams. Yield strength of 50-ksi has been assumed for sheet pile design.
6.4.2.1.5 Structural Steel
The Manual of Steel Construction, Allowable Stress Design, 9th Edition, is used
to design swales and struts for cofferdams. Yield strength of 50-ksi is assumed
for structural steel.
6.4.2.2 Culverts
6.4.2.2.1 General
The Project includes nine gated multi-barrel concrete box culverts. Proposed
culvert structures are standardized to simplify their design, construction, and
future operations and maintenance. At roadway crossings, culvert designs are in
accordance with AASHTO and FDOT standards. Refer to the structural plates
for the typical culvert arrangement, hydraulic design data, flow capacities and
sizes.
The gated culverts will include precast reinforced concrete box culverts with a
front gate monolith, rear headwall, and steel sheet pile wing walls. Foundations
include typical bedding requirements. The gate wells include an operation
platform to support the gate hoist mechanisms. Gate hoists include both local
and remote controls. Separate head and tail water gage stations are installed
adjacent to the structures. Stone protection is used for upstream and
downstream channel erosion control.
Culvert installation is performed using the cut-and cover method, with
sequential partitioned steel sheet pile cells. Cell sizes are limited by
groundwater control using well point systems. Gate wells may require a sealed-
bottom cofferdam system.
6.4.2.3 Pump Stations
6.4.2.3.1 General
Drawings have been provided in Appendix A to illustrate the main features of
the two new pump stations, S-610 and S-611, with separate plates included to
show typical plans and elevations for each station. Also included are the
hydraulic data sheets with number of pumps, pumps sizes, and operational
water surface levels.
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