A DENSITY-DEPENDENT FLOW AND TRANSPORT ANALYSIS OF THE EFFECTS OF GROUNDWATER DEVELOPMENT IN A FRESH-WATER LENS OF LIMITED AREAL EXTENT - THE GENEVA AREA (FLORIDA, USA) CASE-STUDY
S. Panday et al., A DENSITY-DEPENDENT FLOW AND TRANSPORT ANALYSIS OF THE EFFECTS OF GROUNDWATER DEVELOPMENT IN A FRESH-WATER LENS OF LIMITED AREAL EXTENT - THE GENEVA AREA (FLORIDA, USA) CASE-STUDY, Journal of contaminant hydrology, 12(4), 1993, pp. 329-354
Citations number
16
Categorie Soggetti
Water Resources","Environmental Sciences","Geosciences, Interdisciplinary
The Geneva freshwater lens is an isolated flow system within the upper
Floridan aquifer surrounded and underlain by brackish water. The lens
is sustained entirely by recharge from a surficial aquifer and sits a
top a regional flow system which discharges around the fringes of the
lens along the St. Johns River. Continual development of groundwater s
upply in the Geneva area has raised the concern of how much additional
pumping can be allowed from various sites within the lens without adv
ersely impacting water quality by inducing the invasion or upconing of
salty water. A numerical modeling study was conducted to address thes
e water, management issues. A density-dependent, finite-element flow a
nd transport code, DSTRAM, was used for cross-sectional and three-dime
nsional (3-D) analyses of the Geneva lens system. The model incorporat
es an enhanced upstream weighted technique for the transport equation,
improved Picard iterations over the nonlinearities, and robust precon
ditioned conjugate gradient (PCG) and ORTHOMIN techniques for solving
the matrix equations. A steady-state model calibration was performed f
or existing conditions at the site. The cross-sectional (2-D) analysis
was inadequate in accurately representing the system, since the 3-D e
ffects were considerable. However, 2-D cross-sectional simulations are
useful for preliminary assessments of certain scenarios, and for guid
ance in developing the 3-D model. A comprehensive sensitivity analysis
was performed on a number of key parameters. Natural groundwater disc
harge rates along the St. Johns River seem to be the most critical unk
nown and require better estimates for increased confidence in the conc
eptual model. Transient pumping scenarios were imposed on this system
to observe the response of the lens and to determine well breakthrough
for chlorides, if any. Pumping rates and distribution of pumping were
significant factors in determining the quality of the water. Upconing
of saline water contributes to high chloride concentrations in water
being pumped from the lens center. A localized pumping at the lens cen
ter does not affect the lens significantly till a critical value of wi
thdrawal rate is reached, beyond which upconing of saline water is rap
id. Lateral invasion is more prominent for pumping from locations near
the edge of the lens. Maximum withdrawals of fresh water from the len
s can be attained by evenly distributing the pumping throughout the fr
eshwater zone.