PEREIRA, A. A.; http://lattes.cnpq.br/2386056013078223; PEREIRA, Antônio de Araújo.
Résumé:
From the data furnished by the CDRM (Mineral Resources Development
Company of the Paraiba State) on the two aquifers in the city of Sao Bento. Paraiba situated
along the Piranhas River, analysis is made on the same to understand the hidraulics and
hidrodynamics of the porous media involved in both. The two aquifers posses similarities in
their hydraulic and hydrogeoiogica! characteristics; however their radius of influence,
saturated depths and their pumping rates were differing from each ather.
The principal reasons for selecting these two areas for the present study are due
to the fact that their directions of flow with reference to the axis of the river were different.
While area 4 has shown na angle of 45° with the axis of the river, area 3 has na angle of 60°
with the direction of flow of the river.
Discharges of 20.90, 40.00 and 80.80 nrVhours were considered for analysis and
the spatial velocity components were determined using Pinder and Celia's artifice of 1987.
considering the discretized quadrilaterals. The Finite Difference Method was used for
obtaining the solution of Boussenesq equation for flow in two-dimensions.
While treating the contribution of induced infiltrated flow from the aquifer to the
pump in both the production wells localized in the aquifer, situated near the wells in
question, the model of Wilson e Newson(198S) and Wilson e Annetti(1991) was used. Area
4 displayed nearness to the theory proposed by the above authors, in the sense that it
demonstrated the existence of critical flow(Qr). A double-point inflexion was evidenced for
for the case where QAV>QC which fact was verified at the adapted discharg of
SO.SOnrVhours. four times the value of Q as given by CDRM.
The concept of dimensionless discharge. (3 was introduced, the values of which,
were observed to lie between 6,36 and 52.5 for the case of Sao Bento. PB. The differences
that existed between the two cases{Sao Bento. Paraiba and Albuquerque, New Mexico) were
explained in detail.
The influence of the contribuition area of induced infiltrated flow over the
capture zone was explained in detail. In spite of the inherente differences that existed
between the two areas under study, the model served very well as a tool for analysing quantitatively, as also qualitatively the processes involved and threw insight into the
parameters that influence the specified zones.
Important applications of this study in the determination of aquifers polluted by
way of the use of agro-toxics and organochlorides and organochlorides and in cleaning the
same by conventional methods such as thebattery of wells were pointed out. This study
would help as well in the investigation of the manner in which one should utilize the
techniques in diluting aquifers by way of utilization of water from the induced flow from
from the river, where the river relatively flows with fresh (pure) water. The study heldy one
in planning technical projects of utilization of water resources, where in the present mode!
functions as a guide in determmining the environmental impact of the production well
situated mear a river. With the help of this model, it is possible to determine the ideal
location of a well and ist optimum rate of pumping that corresponds to the demand as
needed by the giver Water Supply Project, thus avoiding the entry of polluted waters the
public water supply schemes.