Abstract:
Eco-friendly and sustainable management of water resources is indispensable in coastal and deltaic regions due to their unique nature of hydrological processes and economic significance. Since coastal areas are characterised by the interaction of land, sea and 
atmosphere,  management of such zones requires  management of all the  interactive components in a rational and comprehensive manner. Thus, environmental management of coastal areas presupposes management of coastal waters, coastal lands and coastal 
ecosystems. Among various hydrological problems needed to be addressed in the coastal regions,   salinisation   and   associated   issues   draw   special   attention.   Quantitative understanding of the pattern of movement and mixing between fresh and saline water, and of the factors that influence these processes, is required to manage and  protect the freshwater resources in the coastal regions.  A sustainable groundwater development and management  programme  in  coastal aquifers  should  therefore  aim at  maintaining  an acceptable spatial and temporal equilibrium of saltwater ingress in the aquifer system at a regional scale while ensuring quality standards in the pumped water. Such objectives necessitate analysis of the saltwater intrusion problem at regional scale as well as at local scale. Remedial measures are devised/ evaluated after performing a prognostic analysis of the problem using field data and hydrogeological information of the aquifer system. Mathematical modelling of flow and solute transport in coastal aquifer systems can assist greatly to achieve this end.  In the present study, saltwater intrusion  processes  in a (hypothetical) homogeneous and multi-layered coastal aquifer system are simulated using the  USGS  finite  element  model  for  "saturated-unsaturated  fluid  density-dependant groundwater  flow with  energy  transport  or chemically  reactive  single  species  solute transport" 	(SUTRA)  for  different  boundary  conditions  and  aquifer  parameters.  The saltwater  intrusion   profiles  for  steady-state/  transient  conditions  are  obtained  and analysed. The effects of changes in the permeabilities of aquifers and aquitards,  changes in the influx at the boundary, and changes in dispersivities in the medium on the saltwater intrusion process are investigated. The effect of material-independent/ material-dependent dispersivities are also subjected to analysis. It is inferred from analyses that permeability of the medium. dispersivity in the medium and influx at the boundaries affect the extend and  intensity  of  saltwater  intrusion  in  a  coastal  aquifer system.  However,  material dependent dispersivity in a multilayered aquifer system did not make discernible changes in the intrusion profile compared to that with material-independent dispersivitiy for the present set-up. Elaborate discussion of results and analyses are presented in the report with the aid of tables/ plots.