Todays, coastal groundwater management is a challenging research topic due the relevance of these water resources and the huge suffered risks due to the global change in the coastal areas. The geometrical features of coastal aquifers play a control role on salt water intrusion (SWI). Seawater level rise (SLR), groundwater over pumping and aquifer recharge reduction promoting SWI. All these key factors are considered are considered with two different numerical approaches defining schematic management criteria. The former approach adopts the well-known Henry's problem; the latter is based on the real study case of the Gaza aquifer (Palestine). Different aquifer bed slopes, hydraulic and physical methods, including physical subsurface barriers, earth fill, check dam, abstraction, and natural or artificial recharge are considered together with SLR, recharge reduction, and over pumping. The different scenarios are compared in terms of position of saltwater intrusion interface, measured as distance from the coastline at the aquifer bottom using the numerical code SEAWAT. Useful comparing tables and considerations are defined with the purpose to guide the preliminary selections of new management solutions for reducing the effect of the global change on coastal groundwater resources around the coastal world. The land side bed slope cases show more SWI than sea side and horizontal bed slopes. Cut-off walls and check dams are effective technique to manage SWI in horizontal bed aquifers slopes more than other slopes, also the subsurface dams, earth fill and recharge of freshwater are good methods to control the SWI in land bed slopes while abstraction of brackish water and combine of freshwater recharge with brackish water abstraction are better to mitigate of SWI in sea side slopes.