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vertical bulkheads/seawalls. Shoreline mangroves are also nearly non-existent
within this area, with the exception of shoreline mangroves within Oleta River
State Park.
Northern Biscayne Bay
Immediately south of the Snake Creek/Oleta River sub-region, Northern
Biscayne Bay (Figure 3) extends approximately 7.8 miles from the Oleta
River/Haulover Beach Park area south to the northern edge of the Venetian
Causeway area. The Bay widens considerably in this sub-region when compared
with the Snake Creek/Oleta River area, varying in width from approximately
one-half mile to 2.5 miles. Seagrasses are present throughout much of this area,
which also includes one inlet, Baker’s Haulover. Shoreline mangroves are nearly
non-existent within this sub-region.
Miami River/Government Cut
Located immediately south of the Northern Biscayne Bay sub-region, the Miami
River/Government Cut sub-region (Figure 4) extends southward approximately
3.2 miles south to the south side of the Rickenbacker Causeway. Natural
conditions in this portion of the Bay are limited, with nearly all of the substrate
having been dredged or filled. Seagrass and shoreline mangrove communities
are largely absent from this sub-region except in its most southerly reaches, and
water quality is heavily influenced by both tidal action through Government Cut
and Bear Cut, and freshwater discharges from the highly modified Miami River.
Central Biscayne Bay
Immediately south of the Miami River/Government Cut sub-region, the Central
Biscayne Bay sub-region (Figure 5) extends approximately 9.5 miles southward
to the Cutler area. Two major canals (i.e., C-3 and C-2) empty into the Bay within
this sub-region, which varies from approximately 1.5 miles to over 7 miles in
width. Seagrasses are a prominent component of the sediment surface in this
Biscayne Bay Characteristics
Freshwater Flow and Ecological Relationships in Biscayne Bay 2-11
area, and mangroves are present sporadically along the shoreline. South of the
barrier island of Key Biscayne, there is a direct connection with marine waters
along the majority of the eastern portion of the Bay.
South-Central Biscayne Bay
Immediately south of the Central Biscayne Bay sub-region, the South-central subregion (Figure 6) extends approximately 15.8 miles southward to the Turkey
Point/Cutter Banks area. Five major canals (i.e., C-100, C-1, C-102, Military Canal
and C-103) empty into the Bay within this sub-region, which varies in width
from approximately seven miles in the north to approximately five miles in the
south. The substrate in this area is largely hardbottom interspersed with
seagrasses and the western shoreline is primarily mangrove-lined.
Southern Biscayne Bay
Immediately south of the South-central sub-region, the Southern Biscayne Bay
sub-region (Figure 7) extends approximately 17.2 miles southward from the
Turkey Point area to the U.S. Highway 1 bridge that serves as the project’s
southern boundary. There is one major canal (C-111) that discharges into the Bay
in this sub-region. Seagrasses are a prominent feature in this sub-region,
mangroves line the majority of the western shoreline, and direct tidal connection
with marine waters is reduced by the natural obstructions of the offshore barrier
island of North Key Largo, which is approximately five miles from the mainland
shoreline.
FRESHWATER FLOWS AND SALINITY CONDITIONS
Freshwater flows and salinity conditions are described in detail in the SFWMD
1995 Biscayne Bay SWIM Plan (Alleman et al. 1995) and the 1999 Issue Paper on
Freshwater Flows into Biscayne Bay by Bellmund, et. al. (1999). The following
provides some background taken from these references. During 2004, the
District will be evaluating these freshwater flow and salinity relationships as part
of MFL development for Biscayne Bay.
Biscayne Bay is the largest estuary on the coast of southeast Florida and is
contiguous with the southern Everglades and Florida Bay system. Historically,
the Everglades, Biscayne Bay, and Florida Bay were part of a larger
hydrologically connected natural system of coastal lagoons and wetlands.
Biscayne Bay served as the eastern outlet of the Everglades (Davis, 1943; Parker
et al., 1955). Historically, freshwater flowed overland to the Bay through natural
sloughs and rivers, and as groundwater through the Biscayne Aquifer (Buchanan
and Klein, 1976; Kohout and Kolipinski, 1967; Parker et al., 1955). This pattern
Biscayne Bay Characteristics
Freshwater Flow and Ecological Relationships in Biscayne Bay 2-12
has been altered by regional drainage, canal construction and operation, urban
development, as well as construction of roads, levees, and other hydrologic
barriers to surface flow. The Bay currently receives freshwater inflow as canal
flow, minor overland flow, and groundwater (Alleman et al., 1995, Kohout and
Kolipinski 1967, Buchanan and Klein 1976.
Biscayne Bay is a shallow generally well mixed system in which circulation is
primarily controlled by tidal action, proximity to inlets, water depth, salinity and
wind speed and direction. Salinity is maintained by the amount of freshwater
inflow and rainfall, tidal movements of sea water, and evaporation. Changes to
physical features of the bay have occurred over time, resulting in changes in
circulation and flushing patterns, salinity structure and the creation of different
habitats. Much of the upper bay has been modified and dredged, so that depths
now average six to 10 feet and include some dredged areas and channels up to 40
feet deep. Construction of inlets, channels, islands, causeways and deep holes
(as sources of fill) have altered the natural circulation patterns of the bay
resulting in areas that are stagnant and have poor water quality or high salinities
and bottom conditions that will not support stable, viable or desirable benthic
communities.
A basin of about 840 square miles drains to the bay. Drainage of surface waters
from eastern Miami-Dade County into Biscayne Bay is primarily controlled by
the system of canals, levees, and control structures constructed as part of the
Central and Southern Florida Flood Control Project (C&SF Project). C&SF Project
control structures regulate the flow of water in the canals, facilitate the discharge
of excess water during flooding and control water levels during drought periods.
Historically, during wet periods, large amounts of water entered the bay as
surface water that flowed across adjacent freshwater marshes. Today, the
construction and operation of canals has accelerated the rate at which ground
water levels recede at the end of the wet season, because surface water now
discharges from the canals at a much faster rate than under natural conditions.
Seventeen canals in eastern Miami-Dade County operated by the SFWMD
provide most of the surface flows of freshwater into the bay.
Changes made by man have altered the timing of flows to the bay increasing the
amount and rate of runoff that occurs. Generally, more water now flows to the
bay during the wet season and less water flows to the bay during the dry season,