A calibrated and validated finite difference
numerical model was used to estimate the spatial and temporal distribution of
the Meteoric Groundwater Discharge (MGWD) and Submarine Groundwater Discharge
(SGD) into a coasted estuary known as the Indian River Lagoon (IRL) at two
transects. Specifically, this paper describes the methodology used to
determine: a) the quantity of MGWD originating from the mainland and the
barrier island, b) the spatial distribution of the SGD into the IRL, c) the
groundwater salinity and hydraulic head distribution below the IRL, and d) the
regional flow directions of the MGWD and the Oceanic Groundwater Discharge
(OGWD) in a vertical plane below the transects. It was found that a brackish
transition zone, in which groundwater salinity varies from freshwater salinity
to lagoon water salinity, exists in the surficial aquifer, below the IRL, at
both the Palm Bay and Titusville transects. The daily SGD flow into the IRL for
each month ranged from 1.77 to 2.10 m3/d, and from 0.37
to 0.42 m3/d, per meter of lagoon shoreline, at the Palm Bay and
Titusville transects, respectively. These numbers are close to the 0.45 m3/d per meter of lagoon shoreline MGWD, through a 22 m outflow
face, estimated by at the Eau Gallie transect. The mainland produced 98% of the
MGWD at the Palm Bay transect and 86% of the MGWD at the Titusville transect.
The estimated annual MGWD were 9.0 % and 1.6 % of the annual rainfall at the
Palm Bay and Titusville transects. These numbers are reasonable given the
impervious character of the watersheds that discharge into the IRL at these
transects. The MGWD can occur at distances of several kilometers from the
groundwater divide and up to a kilometer away from the IRL shoreline, and can
affect the brackish water salt concentration below the IRL. Also, it is
possible that, below the lagoon, zones of meteoric ground water may occur below
the brackish water at depths of 20 to 30 m as in the case of the Palm Bay
transect. The MGWD appears to be the primary source of SGD into the IRL at the
study transects, as no ocean water enters the lagoon, and there is virtually no
tidal influence at any of the transects which implies that the reversed
estuarine water discharge (REWD) is also negligible.
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