Figure 10. Evolution of the piezometric heads with pumping from 1959 to 2019 (a) Evolution of piezometric heads with time; (b) evolution of pumping rate with time: I = Steady state period, II = Transient period (1) (2) (3) are respectively considered as stress periods 1, 2 and 3 of the transient period


Hydrogeological Characterization and Hydrodynamic Behaviour of the Overexploited Diass Aquifer System (Senegal) Inferred from Long Term Groundwater Level Monitoring

Diakher Hélène MADIOUNE, Moctar DIAW, Ibrahima MALL, Philippe ORBAN, Serigne FAYE, Alain DASSARGUES

American Journal of Water Resources. 2020, 8(3), 104-117 doi:10.12691/ajwr-8-3-1