Wenger 72944 Especificações descarregar pdf (Página 235)

Section 6 The Selected Alternative Plan

EAA Storage Reservoirs Revised Draft PIR and EIS February 2006

6-7

6.1.3.5 S-606 Gated Culvert Structure

The structure is an inlet structure from North New River Canal into STA 3/4.

Pump Station G-370 will pump from North New River Canal into a ring levee.

When the stage in the ring levee is sufficient for making discharges, the gates

from S-606 will be opened to release flows into the STA 3/4 supply canal. S-606

is a two barreled, gated box culvert structure. The design flow is 2,000 cfs with a

design head of 2 feet. The culvert barrels are typical box culverts with

dimensions of 10 feet in height, 10 feet in width and 200 feet in length. The

barrel invert is set at elevation 1.0 ft-NGVD. S-606 is located in the ring levee

near the south eastern corner of Cell 1.

6.1.3.6 S-607 Gated Culvert Structure

The structure is the outlet for Cell 2 into the North New River Canal. The

structure will discharge into the Cell 1 seepage canal (C-601 north) and into the

North New River Canal via gated structure S-609. S-607 is a two barreled,

gated box culvert structure. The design flow is 2,000 cfs with a design head of 3.5

feet. The culvert barrels are typical box culverts with dimensions of 10 feet in

height, 10 feet in width and 200 feet in length. The barrel invert is set at

elevation –1.0 ft-NGVD. Structure S-607 is located near the northeastern corner

of Cell 2.

6.1.3.7 S-608 Gated Culvert Structure

The structure is the outlet for Cell 2 into the Miami Canal. S-608 is a two

barreled, gated box culvert structure. The design flow is 2,000 cfs with a design

head of 3.5 feet. The culvert barrels are typical box culverts with dimensions of

10 feet in height, 10 feet in width and 200 feet in length. The barrel invert is set

at elevation –1.0 ft-NGVD. S-608 is located near the southwestern corner of Cell

2 just north of the G-372 pump station. The structure will discharge into an

outlet channel and into the Miami Canal via the existing bridge that serves the

G-372 pump station.

6.1.3.8 S-609 Gated Culvert Structure

The structure is a bi-directional inlet and outlet structure that hydraulically

connects the EAA reservoir to North New River Canal. S-609 is a six barreled,

gated box culvert structure. The design flow is 2,000 cfs with a design head of 0.5

feet. The culvert barrels are typical box culverts with dimensions of 10 feet in

height, 10 feet in width and 300 feet in length. The barrel invert is set at

elevation –1.0 ft-NGVD. S-609 is located near the northeastern corner of Cell 1

near pump station S-610. This structure will be constructed underneath U.S.

Highway 27.

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Wenger 72944 Especificações Página 235