This document summarizes a study on modelling coastal aquifer seawater intrusion using FEFLOW software. The study area is along the coast of North Goa, India where increasing groundwater extraction is causing intrusion. The objectives are to simulate intrusion under pumping scenarios, identify sensitive parameters, and suggest remedial measures. Field investigations were conducted to collect data on groundwater levels, quality and resistivity. A 3D finite element model was set up and calibrated. Results show intrusion currently extends 290m inland but could advance farther with lower rainfall or increased pumping. Sensitive parameters include hydraulic conductivity, dispersivity and rainfall. Continuous monitoring and groundwater management are recommended.

1. Modelling of a Coastal Aquifer
Using FEFLOW

2. Seawater Intrusion
In coastal regions, overexploitation of groundwater has caused the
encroachment of seawater into freshwater aquifers.
Saltwater is heavier, hence tends to move underneath the freshwater layer.
The freshwater, however, has a hydraulic gradient downward towards the
coast, hence will flow to the sea.
This outflow momentum force can counter balance the density-driven
seawater.
Without it, seawater will continue to move inland until the entire aquifer
below sea level is occupied by it.
Since such a hydraulic gradient always exists due to the precipitation
recharge inland, an equilibrium position will establish. The toe then marks
the maximum extent of intrusion.

3. Seawater Intrusion in Coastal Area of North Goa
Coastal tracts of Goa (India) are rapidly being transformed into
settlement areas.
The poor water supply facilities have encouraged people to have
their own source of water by digging or boring a well.
During the last decade, there have been large-scale withdrawals
of groundwater by builders, hotels and other tourist
establishments.
Though the seawater intrusion has not yet assumed serious
magnitude, but in the coming years it may turn to be a major
problem if corrective measures are not initiated at this stage.
It is necessary to understand how fresh and salt water move
under various realistic pumping and recharge scenarios.

4. Objectives of the Study
• Simulation of seawater intrusion in a region along
Goa coast.
• Evaluation of the impact on seawater intrusion
due to various groundwater pumping scenarios.
• Sensitivity analysis to find the most sensitive
parameters affecting the simulation.
• Suggestions for remedial measures.

5. Study Group: Mr. C. P. Kumar (NIH, Roorkee)
Dr. Sudhir Kumar (NIH, Roorkee)
Dr. B. K. Purandara (NIH, Belgaum)
Dr. A. G. Chachadi (Goa University)
Duration: 3 Years (April 2004 to March 2007)
Budget: NIH Funding

6. Study Area
• The study area is bound by rivers Chapora and Mandovi in
north and south directions respectively, besides Arabian sea
in the west.
• Bardez Taluk of North Goa
(catchments of Baga & Nerul rivers = 74 km2)
• Coastal tract from Fort Aguada to Fort Chapora (15 km)
• One third tourists visit Bardez coastal areas
(Anjuna, Baga, Calangute beaches)
• Area of interest = 30 km2

8. Work Plan:
• Establishment of technical collaboration with participating
agency (Goa University) and identification of a part of the
coastal area in Bardez taluk of North Goa for the present
study.
• Collection of relevant data, literature and maps.
• Field investigations:
Identification of 20 observation wells.
Measurement of monthly groundwater level data in
observation wells (September 2004 to August 2005).
Collection of groundwater samples in September,
November 2004, January, March, April, June 2005.

10. Laboratory analysis:
Measurement of salinity for collected groundwater samples in
the laboratory.
Based upon the bi-monthly measurements of salinity,
groundwater quality in all the observation wells was found to be
reasonably fresh, both in pre- and post-monsoon periods.
It can be attributed to the fact that the transition zone of fresh
water-saline water lies below the shallow open wells, as evidenced by
vertical electrical soundings.

11. Resistivity Profiling and Sounding:
To know the distribution of salt-water/fresh-water
interface -
Resistivity profiling: Apparent electrical resistivity
measured along four profiles (Anjuna, Baga, Calangute
and Candolim) from sea coast to 525 meters inland.
Vertical electrical sounding: Carried out at 7 monitoring
well locations upto a depth of 20 metres.
Results of resistivity profiling and vertical electrical
sounding have been presented in forthcoming slides.

12. Resistivity Profiling
(Apparent electrical resistivity in Ohm-metres – observed at 10 m depth plane)
P1 P2 P3 P4S. No. Distance from coast
(m) Anjuna Baga Calangute Candolim
1 15 30 70 150 700
2 45 40 46 820 555
3 75 45 35 612 142
4 105 32 25 360 421
5 135 26 28 110 281
6 165 24 22 75 153
7 195 20 30 125 184
8 225 15 32 242 255
9 255 14 24 410 431
10 285 12 20 623 236
11 315 13 31 531 165
12 345 13 32 415 242
13 375 14 20 324 281
14 405 16 30 470 641
15 435 20 20 684 531
16 465 21 10 650 426
17 495 24 5 835 186
18 525 18 4 900 200
Result: The seawater mixed zone is witnessed along Anjuna and Baga beach
sections. Very close to the sea relatively higher apparent resistivity values
are due to dry sand dunes. However along Calangute and Candolim
beaches, there is no indication of seawater mixing at 10m depth.

13. Vertical Electrical Sounding
Apparent resistivity values in Ohm-metres at monitoring well numbersDepth
(m) 1 3 6 7 8 15 17
3 410 448 80 102 231 1988 333
4 436 446 65 84 277 665 356
5 467 521 63 72 202 900 373
6 505 595 68 62 180 256 393
7 536 613 82 58 138 850 383
8 541 521 74 51 120 156 381
9 533 482 47 45 102 780 381
10 544 389 62 42 62 194 327
11 528 339 56 40 61 125 339
12 539 314 23 25 45 128 314
13 581 264 24 22 41 158 290
14 582 245 19 18 31 165 276
15 563 246 20 16 32 164 246
16 561 240 21 17 33 215 240
17 543 226 13 15 25 265 226
18 609 233 16 12 10 315 203
19 566 215 12 18 3 452 226
20 520 214 9 17 2 351 202
Result: Well numbers 6, 7 and 8 show low values of resistivity below about 12 m
depth indicating the presence of seawater or mixed zone below this
depths. However, at other sites there is no indication of the seawater
mixing up to 20 m depth.

14. Modelling Software Package
A sophisticated finite-element package for simulating 3D
fluid density-coupled flow and contaminant mass (salinity) in
the subsurface.

16. Model Setup
Digitization of the study area map
Creation of finite element mesh
Design of slices and layers (3D model)
Flow data (initials, boundaries, materials)
Transport data (initials, boundaries, materials)

17. Digitized Map
&
Observation Wells

18. Finite Element
Mesh
Nodes = 32053
Elements = 52656
Total Area =
73.796 km2
(Initially, the model was
setup with 734 nodes
and 607 elements)

19. Topography
Reference zero
elevation (datum)
= 50 m below MSL

20. Initial Head
Distribution
Reference zero
elevation (datum)
= 50 m below MSL

21. Hydraulic
Conductivity
Measured at 6
locations in the study
area (3.3 to 31.6 m/d or
0.381e-4 to 3.657 e-4 m/s)
- Data regionalization
through Akima
inter/extra-polation.

22. Groundwater Draft
& Recharge
Density = 25 wells / km2
Average annual gw draft
per structure = 0.65 ha-m
Rainfall Recharge:
Laterite = 7%
Alluvium = 10%

24. Initially, the model was setup with 734 nodes and
607 elements and trial simulation run was made.
However, it caused numerical oscillations.
Therefore, the entire mesh was re-created with
32053 nodes and 52656 elements and all the
subsequent steps were repeated.

25. FEFLOW Problem Summary
Dimension : Three-Dimensional
Type : Saturated media (groundwater)
Number of Layers : 6
Number of Slices : 7
Projection : None (3D with free surface)
Problem Class : Combined flow and mass transport
Time Class : Unsteady flow – Unsteady mass transport
Upwinding : Full upwinding
Element Type : 6-noded triangular prism
Mesh Elements : 52656
Mesh Nodes : 32053
Incorporate fluid viscosity dependencies
Extended Boussinesq approximation applied to density coupling
Time Stepping Scheme : Automatic time step control via predictor-corrector schemes -
Forward Adams-Bashforth/backward trapezoid (AB/TR time integration scheme)
Initial time step length : 0.001 d
Final time : 3650 d
Unconfined (phreatic) aquifer(s)
Slice No. Status
1 Free & movable
2 Unspecified
3 Unspecified
4 Unspecified
5 Unspecified
6 Fixed
7 Fixed

26. Three-dimensional Fringes for Hydraulic Head at the End of Simulation Period

27. Three-dimensional Plot for Mass Distribution

28. Mass
at
Top
Section

29. Mass
at
Middle
Section

30. Mass
at
Bottom
Section

31. Simulated Extent of Seawater Intrusion

32. Results of Sensitivity Analysis
Simulated Results
S.No. Parameter Scenario Maximum
Salinity
near the
Coast
(mg/l)
Distance
from the
Coast (m)
with Salinity
500 mg/l
1. Original Calibrated Parameters (middle section) 9,600 290
10 % increase 9,900 295
20 % increase 10,300 300
2. Groundwater Draft
30 % increase 10,700 300
30 m and 3 m 10,100 2753. Longitudinal and
Transverse Dispersivity 70 m and 7 m 9,000 305
3.657 x 10-4
m/s 7,300 2954. Uniform Hydraulic
Conductivity 0.381 x 10-4
m/s 12,900 145
1723 mm 11,800 2955. Rainfall
3554 mm 7,800 290

33. Presently, seawater intrusion in Bardez taluk of North Goa is confined only
upto 290 m from the coast under normal rainfall conditions and present draft
pattern. It may slightly extend farther for low rainfall years.
Seawater intrusion may further advance inland if withdrawals of
groundwater by builders, hotels and other tourist establishments continue to
increase in the coming years.
Groundwater salinity needs to be continuously monitored near the coastal
area, especially within 2 km from the coast.
Corrective measures with proper planning and management of groundwater
resources in the area need to be initiated so that it may not turn to be a major
water quality problem in the coming times.